Eden Hills Community Development District
Agenda May 13, 2020

-.   ·-	- ---=- -	-

May 6, 2020

Eden Hills
Community Development District
219 E. Livingston St., Orlando, Florida 32801 Phone: 407-841-5524 - Fax: 407-839-1526

Board of Supervisors Eden Hills
Community Development District

Dear Board Members:

The regular meeting of the Board of Supervisors of the Eden Hills Community Development District will be held Wednesday, May 13, 2020 at 3:00 PM via Zoom Teleconference.

Zoom Video Link: https://zoom.us/j/94002104456

Zoom Call-In Information: 1-312-626-6799 or 1-646-876-9923
Meeting ID: 940 0210 4456

Following is the advance agenda for the meeting:

Board of Supervisors Meeting

Roll Call
Public Comment Period (1Speakers will fill out a card and submit it to the District Manager prior to the beginning of the meeting)
Approval of Minutes of the April 8, 2020 Board of Supervisors Meeting
Consideration of Resolution 2020-39 Setting the Public Hearing and Approving the Proposed Fiscal Year 2021 Budget (Suggested Date August 12, 2020)
Consideration of Revised Construction Funding Agreement
Assignment of Developer Funding Agreement
Consideration of Memorandum of Understanding with Tucker Paving
Staff Reports
Attorney
Engineer
District Manager’s Report
Approval of Check Register
Balance Sheet and Income Statement

1 Comments will be limited to three (3) minutes

Presentation of Number of Registered Voters—0
Other Business
Supervisors Requests and Audience Comments
Adjournment

The second order of business is the Public Comment Period where the public has an opportunity to be heard on propositions coming before the Board as reflected on the agenda, and any other items. Speakers must fill out a Request to Speak form and submit it to the District Manager prior to the beginning of the meeting.

The third order of business is the approval of minutes of the April 8, 2020 Board of Supervisors meeting. A copy of the minutes is enclosed for your review.

The fourth order of business is the Consideration of Resolution 2020-39 Setting the Public Hearing and Approving the Proposed Fiscal Year 2021 Budget. A copy of the resolution is enclosed for your review.

The fifth order of business is the Consideration of Revised Construction Funding Agreement. A copy of the agreement is enclosed for your review.

The sixth order of business is the Assignment of Developer Funding Agreement. A copy of the agreement is enclosed for your review.

The seventh order of business is the Consideration of Memorandum of Understanding with Tucker Paving. A copy of the document is enclosed for your review.

The eighth order of business is Staff Reports. Section C is the District Manager’s Report. Sub-Section 1 includes the check register for approval and Sub-Section 2 includes the balance sheet and income statement. Sub-Section 3 includes the Presentation of the Number of Registered Voters. A copy of the letter is enclosed for your review.

The balance of the agenda will be discussed at the meeting. In the meantime, if you should have any questions, please do not hesitate to contact me.
Sincerely, Jill Burns
District Manager

CC:	Roy Van Wyk, District Counsel Enclosures

M	I NUTES

MINUTES OF MEETING EDEN HILLS
COMMUNITY DEVELOPMENT DISTRICT

The Regular meeting of the Board of Supervisors of the Eden Hills Community Development District was held Friday, April 8, 2020 at 5:00 p.m. via Zoom Teleconference and Telephone, with a public access point at 346 E. Central Ave., Winter Haven, Florida 33880.

Present and constituting a quorum:

Lauren Schwenk via Zoom	Vice Chairman
Jack Berry via Zoom	Assistant Secretary
Andrew Rhinehart via Zoom	Assistant Secretary Also present were:
Jill Burns via Zoom	District Manager, GMS
Roy Van Wyk via Zoom	District Counsel, Hopping Green & Sams

FIRST ORDER OF BUSINESS	Roll Call
Ms. Burns called the meeting to order and called the roll, there were 3 Supervisors, constituting a quorum.

SECOND ORDER OF BUSNESS	Public Comment Period
There were no members of the public present via Zoom or telephone.

THIRD ORDER OF BUSINESS	Approval of the Minutes of the February
12, 2020 Board of Supervisors Meeting
Ms. Burns asked for any comments, corrections, or changes to the February 12, 2020 Board of Supervisors meeting minutes. The board had no changes.

On MOTION by Mr. Berry, seconded by Ms. Schwenk, with all in favor, the Minutes of the February 12, 2020 Board of Supervisors Meeting, were approved.

April 8, 2020	Eden Hills CDD

FOURTH ORDER OF BUSINESS	Consideration	of	Supplemental
Assessment Methodology
Ms. Burns noted the Supplemental Assessment Methodology was for Phase 1 and was included in the agenda package. It would allocate the debt incurred by the District to the properties that are benefitting within Phase 1 of the District. Table 1 shows 142 units that will be of similar size with an ERU of 1. Table 2 is the Capital Improvement Plan that is outlined in the Engineer’s Report and totals $3,118,000. Table 3 shows a bond sizing of $2,890,000. Table 4 has the allocation of the improvement cost. It shows the improvement cost for all 142 units. Table 5 shows the par debt per unit of $20,352 for the 142 units. Table 6 outlines the par debt and annual assessment for each product type. It is broken down by the net annual assessment and the gross annual assessment. The gross annual assessment is $1,304, and that includes the collection fees and early payment discounts on the Polk County tax bill. Table 7 shows the gross annual debt by acre. There are two parcels listed within Phase 1, both with the same landowner and the breakdown by acre is listed. The board had no questions on the Supplemental Assessment Methodology.

On MOTION by Mr. Berry, seconded by Ms. Schwenk, with all in favor, the Supplemental Assessment Methodology, was approved.

FIFTH ORDER OF BUSINESS	Consideration	of	Personnel	Leasing
Agreement
Ms. Burns reviewed the Personnel Leasing Agreement with JMBI Real Estate, LLC. JMBI Real Estate, LLC will provide administrative personnel to the District Manager and Engineer in order to help with the administration and processing of construction related activities.

On MOTION by Mr. Berry, seconded by Mr. Rhinehart, with all in favor, the Personnel Leasing Agreement with JMBI Real Estate, LLC, was approved.

SIXTH ORDER OF BUSINESS	Consideration of Construction Funding
Agreement for Phase 1
Ms. Burns noted that the agreement is with JMBI Real Estate, LLC. If the board wanted the agreement transferred, they could assign the agreement to another entity as well if they end up selling Phase 1. In order to proceed with the construction of desired and necessary improvements, the developer is going to provide the funds to the District in order to complete those improvements. The funds can then be reimbursed from bond funds once the bonds are issued. The board had no questions on the agreement.

April 8, 2020	Eden Hills CDD

On MOTION by Mr. Berry, seconded by Ms. Schwenk, with all in favor, the Construction Funding Agreement for Phase 1, was approved.

SEVENTH ORDER OF BUSINESS	Consideration of Temporary Construction
and	Access	Easement	Agreement	for Phase 1
Ms. Burns noted that the agreement is with JMBI Real Estate, LLC. They will grant temporary construction access easement to the District for the purpose of constructing the improvements on the land.

On MOTION by Ms. Schwenk, seconded by Mr. Rhinehart, with all in favor, the Temporary Construction and Access Easement Agreement for Phase 1, was approved.

EIGHTH ORDER OF BUSINESS	Ratification of Contract Agreement with
Polk County Property Appraiser
Ms. Burns stated that they had already executed the agreement and it needed to be ratified by the board.

On MOTION by Ms. Schwenk, seconded by Mr. Berry, with all in favor, the Contract Agreement with Polk County Property Appraiser, was ratified.

NINTH ORDER OF BUSINESS	Staff Reports
Attorney
Mr. Van Wyk explained the executive orders regarding COVID-19 and noted that the board would likely be allowed to meet via teleconference through May.

Engineer
There being none, the next item followed.

District Manager’s Report
Approval of the Check Register
Ms. Burns noted the total was $18,418.44. The board had no questions on the check register.

April 8, 2020	Eden Hills CDD

On MOTION by Mr. Berry, seconded by Mr. Rhinehart, with all in favor, the Check Register totaling $18,418.44, was approved.

Balance Sheet and Income Statement
Ms. Burns presented the financials and asked for any questions. The board had no questions.

TENTH ORDER OF BUSINESS	Other Business
There being none, the next item followed.

ELEVENTH ORDER OF BUSINESS	Supervisors	Requests	and	Audience
Comments
There being none, the next item followed.

TWELTH ORDER OF BUSINESS	Adjournment
Ms. Burns adjourned the meeting at 5:10 p.m.

On MOTION by Mr. Berry, seconded by Mr. Rhinehart, with all in favor, the meeting was adjourned at 5:10 p.m.

Secretary/Assistant Secretary	Chairman/Vice Chairman

SECTION IV

RESOLUTION 2020-39

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT APPROVING PROPOSED BUDGETS FOR FISCAL YEAR 2020/2021 AND SETTING A PUBLIC HEARING THEREON PURSUANT TO FLORIDA LAW; ADDRESSING TRANSMITTAL, POSTING AND PUBLICATION REQUIREMENTS; ADDRESSING SEVERABILITY; AND PROVIDING AN EFFECTIVE DATE.

WHEREAS, the District Manager has heretofore prepared and submitted to the Board of Supervisors (“Board”) of the Eden Hills Community Development District (“District”) prior to June 15, 2020, proposed budgets (“Proposed Budget”) for the fiscal year beginning October 1, 2020 and ending September 30, 2021 (“Fiscal Year 2020/2021”); and

WHEREAS, the Board has considered the Proposed Budget and desires to set the required public hearing thereon.

NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT:

PROPOSED BUDGET APPROVED. The Proposed Budget prepared by the District Manager for Fiscal Year 2020/2021 attached hereto as Exhibit A is hereby approved as the basis for conducting a public hearing to adopt said Proposed Budget.

SETTING A PUBLIC HEARING. A public hearing on said approved Proposed Budget  is  hereby  declared  and set for 	, 2020 at   .m.   The hearing may be   conducted remotely, pursuant to Zoom media technology and/or by telephone pursuant to Executive Orders 20-52 and 20-69 issued by Governor DeSantis on March 9, 2020, and March 20, 2020, as such orders may be extended, respectively, and pursuant to Section 120.54(5)(b)2., Florida Statutes. In the event that conditions allow the meeting to be held in person, it will be held at the following location:

LOCATION:	 	

TRANSMITTAL OF PROPOSED BUDGET TO LOCAL GENERAL PURPOSE GOVERNMENTS. The District Manager is hereby directed to submit a copy of the Proposed Budget to the City of Lake Alfred, Florida and Polk County at least 60 days prior to the hearing set above.

POSTING OF PROPOSED BUDGET. In accordance with Section 189.016,
Florida Statutes, the District’s Secretary is further directed to post the approved Proposed Budget

on the District’s website at least two days before the budget hearing date as set forth in Section 2, and shall remain on the website for at least 45 days.

PUBLICATION OF NOTICE. Notice of this public hearing shall be published in the manner prescribed in Florida law.

SEVERABILITY. The invalidity or unenforceability of any one or more provisions of this Resolution shall not affect the validity or enforceability of the remaining portions of this Resolution, or any part thereof.

EFFECTIVE DATE. This Resolution shall take effect immediately upon adoption.

PASSED AND ADOPTED THIS 13TH DAY OF MAY, 2020.

ATTEST:	EDEN HILLS COMMUNITY
DEVELOPMENT DISTRICT

By: 	

Secretary	Its: 	

Eden Hills
Community Development District

Proposed Budget
FY 2021

Table of Contents

1	 	General Fund

 	General Fund Narrative

Eden Hills
Community Development District
Proposed Budget General Fund

	Adopted
Budget	Actuals
Thru	Projected
Next	Projected
Thru	Proposed
Budget	
Description	FY2020	3/31/20	6 Months	9/30/20	FY2021	

Revenues						
Developer Contributions	$114,535	$80,000	$27,292	$107,292	$171,475	
Total Revenues	$114,535	$80,000	$27,292	$107,292	$171,475	

Expenditures						
Administrative
Supervisor Fees	
$12,000	
$4,000	
$6,000	
$10,000	
$12,000	
Engineering	$15,000	$0	$7,500	$7,500	$20,000	
Attorney	$25,000	$16,085	$8,915	$25,000	$25,000	
Annual Audit	$0	$0	$0	$0	$3,000	
Assessment Administration	$0	$0	$0	$0	$5,000	
Arbitrage	$0	$0	$0	$0	$650	
Dissemination	$0	$0	$0	$0	$5,000	
Trustee Fees	$0	$0	$0	$0	$3,550	
Management Fees	$35,000	$14,583	$17,500	$32,083	$35,000	
Information Technology	$3,775	$2,750	$450	$3,200	$2,350	
Telephone	$300	$0	$150	$150	$250	
Postage & Delivery	$1,000	$85	$500	$585	$850	
Insurance	$5,000	$4,575	$0	$4,575	$5,000	
Printing & Binding	$1,000	$176	$500	$676	$1,000	
Legal Advertising	$10,000	$15,174	$5,000	$20,174	$10,000	
Other Current Charges	$5,000	$0	$2,500	$2,500	$1,000	
Office Supplies	$625	$56	$313	$369	$500	
Travel Per Diem	$660	$0	$330	$330	$550	
Dues, Licenses & Subscriptions	$175	$150	$0	$150	$175	
Total Administrative	$114,535	$57,635	$49,658	$107,292	$130,875	

Operations & Maintenance
Field Services
Property Insurance	

$0	

$0	

$0	

$0	

$5,000	
Field Management	$0	$0	$0	$0	$5,000	
Landscape Maintenance	$0	$0	$0	$0	$16,400	
Landscape Replacement	$0	$0	$0	$0	$850	
Fertilization	$0	$0	$0	$0	$4,000	
Streetlights	$0	$0	$0	$0	$4,200	
Electric	$0	$0	$0	$0	$700	
Water & Sewer	$0	$0	$0	$0	$400	
Sidewalk & Asphalt Maintenance	$0	$0	$0	$0	$200	
Irrigation Repairs	$0	$0	$0	$0	$850	
General Repairs & Maintenance	$0	$0	$0	$0	$2,000	
Contingency	$0	$0	$0	$0	$1,000	
Total Operations & Maintenance	$0	$0	$0	$0	$40,600	
						
Total Expenditures	$114,535	$57,635	$49,658	$107,292	$171,475	
						
Excess Revenues/(Expenditures)	$0	$22,365	($22,365)	$0	$0	

Eden Hills
Community Development District
GENERAL FUND BUDGET

REVENUES:

Assessments

The District will levy a non-ad valorem assessment on all the assessable property within the District in order to pay for operating expenditures during the fiscal year.

EXPENDITURES:

Administrative:

Supervisor Fees

Chapter 190, Florida Statutes, allows for each Board member to receive $200 per meeting, not to exceed $4,800 per year paid to each Supervisor for the time devoted to District business and meetings.

Engineering

The District's engineer will be providing general engineering services to the District, e.g. attendance and preparation for monthly board meetings, review invoices and various projects as directed by the Board of Supervisors and the District Manager.

Attorney

The District's legal counsel will be providing general legal services to the District, e.g. attendance and preparation for meetings, preparation and review of agreements, resolutions, etc. as directed by the Board of Supervisors and the District Manager.

Annual Audit

The District is required by Florida Statutes to arrange for an independent audit of its financial records on an annual basis.

Assessment Administration

The District will contract to levy and administer the collection of non-ad valorem assessment on all assessable property within the District.

Arbitrage

The District will contract with an independent certified public accountant to annually calculate the District’s Arbitrage Rebate Liability on its Series 2019 bonds.

Eden Hills
Community Development District
GENERAL FUND BUDGET

Dissemination

The District is required by the Security and Exchange Commission to comply with Rule 15c2- 12(b)(5) which relates to additional reporting requirements for unrated bond issues. This cost is based upon the Series 2019 bond series.

Trustee Fees

The District will incur trustee related costs with the issuance of its’ Series 2019 bonds.

Management Fees

The District receives Management, Accounting and Administrative services as part of a Management Agreement with Governmental Management Services-Central Florida, LLC. The services include but are not limited to, recording and transcription of board meetings, administrative services, budget preparation, all financial reports, annual audits, etc.

Information Technology

Represents costs related to the District’s accounting and information systems, District’s website creation and maintenance, hosting, electronic compliance with Florida Statutes and other electronic data requirements.

Telephone

Telephone and fax machine.

Postage & Delivery

The District incurs charges for mailing of Board meeting agenda packages, overnight deliveries, correspondence, etc.

Insurance

The District’s general liability and public official’s liability insurance insurance coverages.

Printing & Binding

Printing and Binding agenda packages for board meetings, printing of computerized checks, stationary, envelopes etc.

Legal Advertising

The District is required to advertise various notices for monthly Board meetings, public hearings, etc. in a newspaper of general circulation.

Other Current Charges

Bank charges and any other miscellaneous expenses incurred during the year.

Eden Hills
Community Development District
GENERAL FUND BUDGET

Office Supplies

Any supplies that may need to be purchased during the fiscal year, e.g., paper, minute books, file folders, labels, paper clips, etc.

Travel Per Diem

The Board of Supervisors can be reimbursed for travel expenditures related to the conducting of District business.

Dues, Licenses & Subscriptions

The District is required to pay an annual fee to the Florida Department of Economic Opportunity for $175. This is the only expense under this category for the District.

Operations & Maintenance:

Field Expenses

Property Insurance

The District’s property insurance coverages.

Field Management

Represents the estimated costs of contracting services that provide onsite field management of contracts for the District such as landscape and lake maintenance. Services can include onsite inspections, meetings with contractors, monitoring of utility accounts, attend Board meetings and receive and respond to property owner phone calls and emails.

Landscape Maintenance

Represents the estimated maintenance of the landscaping within the common areas of the District after the installation of landscape material has been completed.

Landscape Replacement

Represents the estimated cost of replacing landscaping within the common areas of the District.

Fertilization

Represents the estimated cost of fertilizing the common areas of the District. This is based on an estimated cost for annuals and mulching.

Streetlights

Represents the cost to maintain street lights within the District Boundaries that are expected to be in place throughout the fiscal year.

Eden Hills
Community Development District
GENERAL FUND BUDGET

Electric

Represents current and estimated electric charges of common areas throughout the District.

Water & Sewer

Represents current and estimated costs for water and refuse services provided for common areas throughout the District.

Sidewalk & Asphalt Maintenance

Represents the estimated costs of maintaining the sidewalks and asphalt throughout the District’s Boundary.

Irrigation Repairs

Represents the cost of maintaining and repairing the irrigation system. This includes the sprinklers, and irrigation wells.

General Repairs & Maintenance

Represents estimated costs for general repairs and maintenance of the District’s common areas.

Contingency

Represents funds allocated to expenses that the District could incur throughout the fiscal year that do not fit into any field category.

-.  -	S	ECTION ·

CONSTRUCTION FUNDING AGREEMENT BETWEEN EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT AND
HIGHLAND SUMNER, LLC

THIS AGREEMENT (“Agreement”) is made and entered into this 13th day of May, 2020, by and between:

EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT, a local unit of special- purpose government established pursuant to Chapter 190, Florida Statutes, and located in the City of Lake Alfred, Florida, with a mailing address of c/o Governmental Management Services-Central Florida, LLC, 219 E. Livingston Street, Orlando, Florida 32801 (hereinafter "District"), and

HIGHLAND SUMNER, LLC, a Florida limited liability company, with a mailing address of 346 E. Central Avenue, Winter Haven, Florida 33880, and the owner of certain undeveloped lands within the District (hereinafter "Developer").

RECITALS

WHEREAS, the District was established by an ordinance adopted by the City Commission of the City of Lake Alfred, Florida, for the purpose of planning, financing, constructing, operating and/or maintaining certain infrastructure; and

WHEREAS, the Developer is the owner and/or developer of certain undeveloped lands located within the boundaries of the District known as Phase 1 (hereinafter the "Development") upon which the District's improvements have been or will be made; and

WHEREAS, the District, pursuant to Chapter 190, Florida Statutes, is authorized to levy such taxes, special assessments, fees, and other charges as may be necessary in furtherance of the District's activities and services; and

WHEREAS, the District is anticipated to be without sufficient funds available to provide for the construction of anticipated master improvements and facilities within the Development, which are described in Exhibit A including construction and any design, engineering, legal, or other construction, professional, or administrative costs (collectively, the “Improvements”); and

WHEREAS, in order to induce the District to proceed at this time with the construction of the necessary or desired improvements, the Developer desires to provide the funds necessary to enable the District to proceed with such improvements if and when the District exhausts the funds on deposit in the construction account; and

WHEREAS, the District anticipates accessing the public bond market in the future to obtain financing for the construction of the Improvements as described in Exhibit A, and the parties agree that, in the event that bonds are issued, the funds provided under this Agreement will be reimbursable from those bonds.

NOW, THEREFORE, in consideration of the recitals, agreements, and mutual covenants contained herein, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged by the parties, the parties agree as follows:

RECITALS. The recitals stated above are true and correct and by this reference are incorporated herein and form a material part of this Agreement.

FUNDING. Developer agrees to make available to the District such monies as are necessary to enable the District to proceed with the design, engineering, and construction of the Improvements. Developer will make such funds available on a monthly basis, within fifteen (15) days of a written request by the District. The funds shall be placed in the District's construction account with such depository as determined by the District.

REPAYMENT. The parties agree that the funds provided by Developer pursuant to this Agreement will be properly reimbursable from proceeds of the District's issuance of tax- exempt bonds. Within forty-five (45) days of receipt from time to time of sufficient funds by the District for the financing of some or all of the Improvements, the District shall reimburse Developer until full reimbursement is made or until all funds generated by the anticipated financing are exhausted, exclusive of interest, for the funds advanced under Section 2 above; provided, however, that in the event bond counsel engaged in connection with the District’s issuance of bonds providing such financing determines that any such monies advanced or expenses incurred are not properly reimbursable for any reason, including, but not limited to federal tax restrictions imposed on tax-exempt financing, the District shall not be obligated to reimburse such monies advanced or expenses incurred. If the District does not or cannot issue bonds to provide the funds for the Improvements within five (5) years of the date of this Agreement, and, thus does not reimburse the Developer for the funds advanced, then the parties agree that such funds shall be deemed paid in lieu of taxes, fees, or assessments which might be levied or imposed by the District.

DEFAULT. A default by either party to this Agreement shall entitle the other to all remedies available at law or in equity, which may include, but not be limited to, the right of actual damages, injunctive relief and/or specific performance, but shall exclude, in any event, consequential, incidental, special or punitive damages.

ENFORCEMENT OF AGREEMENT. In the event that either party is required to enforce this Agreement by court proceedings or otherwise, then the substantially prevailing party shall be entitled to recover all fees and costs incurred, including reasonable attorneys' fees and costs for trial, alternative dispute resolution, or appellate proceedings.

AGREEMENT. This Agreement shall constitute the final and complete expression of the agreement between the parties relating to the specific subject matter of this Agreement.

AMENDMENTS. Amendments to and waivers of the provisions contained in this Agreement may be made only by an instrument in writing which is executed by both of the parties hereto.

AUTHORIZATION. The execution of this Agreement has been duly authorized by the appropriate body or official of all parties hereto, each party has complied with all of the requirements of law, and each party has full power and authority to comply with the terms and provisions of this Agreement.

NOTICES. All notices, requests, consents and other communications hereunder ("Notices") shall be in writing and shall be delivered, mailed by First Class Mail, postage prepaid, or overnight delivery service, to the parties, as follows:

If to District:	Eden Hills Community Development District
c/o Governmental Management Services – Central Florida 219 E. Livingston St.
Orlando, Florida 32801 Attn: District Manager

With a copy to:	Hopping Green & Sams, P.A.
119 S. Monroe Street, Suite 300
Tallahassee, Florida 32301 Attn: District Counsel

If to Developer:	Highland Sumner, LLC
346 East Central Avenue Winter Haven, Florida 33880 Attn: Rennie Heath

With a copy to:	Straughn & Turner P.A.
255 Magnolia Avenue, S.W. Winter Haven, Florida 33883 Attn: Richard Straughn

Except as otherwise provided herein, any Notice shall be deemed received only upon actual delivery at the address set forth herein. Notices delivered after 5:00 p.m. (at the place of delivery) or on a non-business day, shall be deemed received on the next business day. If any time for giving Notice contained in this Agreement would otherwise expire on a non-business day, the Notice period shall be extended to the next succeeding business day. Saturdays, Sundays and legal holidays recognized by the United States government shall not be regarded as business days. Counsel for the parties may deliver Notice on behalf of the party he/she represents. Any party or other person to whom Notices are to be sent or copied may notify the other parties and addressees of any change in name or address to which Notices shall be sent by providing the same on five (5) days written notice to the parties and addressees set forth herein.

THIRD PARTY BENEFICIARIES. This Agreement is solely for the benefit of the formal parties herein and no right or cause of action shall accrue upon or by reason hereof, to or for the benefit of any third party not a formal party hereto. Nothing in this Agreement expressed or implied is intended or shall be construed to confer upon any person or corporation other than the parties hereto any right, remedy or claim under or by reason of this Agreement or any

provisions or conditions hereof; and all of the provisions, representations, covenants and conditions herein contained shall inure to the sole benefit of and shall be binding upon the parties hereto and their respective representatives, successors and assigns.

ASSIGNMENT. Neither party may assign this Agreement or any monies to become due hereunder without the prior written approval of the other party.

CONTROLLING LAW. This Agreement and the provisions contained herein shall be construed, interpreted and controlled according to the laws of the State of Florida.

EFFECTIVE DATE. The Agreement shall be effective after execution by all parties hereto and shall remain in effect unless terminated by any of the parties hereto.

PUBLIC RECORDS. Developer understands and agrees that all documents of any kind provided to the District or to District staff in connection with the work contemplated under this Agreement are public records and are treated as such in accordance with Florida law and the District's Record Retention Schedule.

COUNTERPARTS. This Agreement may be executed in one or more counterparts which, when taken together, shall constitute one and the same instrument.

[Signatures on next page]

IN WITNESS WHEREOF, the parties execute this Agreement to be effective the day and year first written above.

ATTEST:	EDEN HILLS COMMUNITY
DEVELOPMENT DISTRICT

Secretary/Assistant Secretary	Vice/Chairperson, Board of Supervisors

WITNESS:	HIGHLAND SUMNER, LLC,
a Florida limited liability company

By: Heath Construction and Management, LLC
Its: Manager

Print Name: 		By: Warren K. (Rennie) Heath II
Its: Manager

Exhibit A:	Engineer’s Report for Capital Improvements dated November 1, 2019

EDEN HILLS
COMMUNITY DEVELOPMENT DISTRICT

ENGINEER'S REPORT
FOR CAPITAL IMPROVEMENTS

Prepared for:

BOARD OF SUPERVISORS EDEN HILLS
COMMUNITY DEVELOPMENT DISTRICT

Prepared by:

WOOD & ASSOCIATES ENGINEERING, LLC 1925 BARTOW ROAD
LAKELAND, FL 33801
PH: 863-940-2040

November 1, 2019

EDEN HILLS
COMMUNITY DEVELOPMENT DISTRICT

TABLE OF CONTENTS
INTRODUCTION	1-3
PURPOSE AND SCOPE	3
THE DEVELOPMENT	4
THE CAPITAL IMPROVEMENTS	4
CAPITAL IMPROVEMENT PLAN COMPONENTS	5-8
Stormwater Management Facilities	5
Public Roadways	6
Water and Wastewater Facilities	6-7
Off-site Improvements	7
Amenities and Parks	7
Electric and Lighting	7
Entry Features,	8
Miscellaneous	8
PERMITTING	9-10
RECOMMENDATION	11
REPORT MODIFICATION	11
CONCLUSION	11-12

LIST OF EXHIBITS

EXHIBIT 1- Location Map EXHIBIT 2- Legal Description EXHIBIT 3- District Boundary Map EXHIBIT 4- Land Use Map EXHIBIT 5- Zoning Map
EXHIBIT 6- Utility Location Map & Drainage Flow Pattern Map EXHIBIT 7- Summary of Opinion of Probable Costs
EXHIBIT 8- Summary of Proposed District Facilities

ENGINEER'S REPORT EDEN HILLS
COMMUNITY DEVELOPMENT DISTRICT

INTRODUCTION

The Eden Hills Community Development District (the "District" or the "CDD") is south of Cass Road, and west of CR 557, within Lake Alfred, Florida (the "City"). The District currently contains approximately 370.91 acres and is expected to consist of 739 single family lots, recreation/amenity areas, parks, and associated infrastructure.

The CDD was established by City Ordinance No. 1422-19 which was approved by the City Commission on October 21, 2019. The District will own and operate the stormwater management facilities, as well as the landscape, irrigation, signage, and recreational facilities within the Development.

Public improvements and facilities financed, acquired, and/or constructed by the District will be designed and constructed to conform to regulatory criteria from the City, Polk County, Florida (the "County"), Southwest Florida Water Management District (SWFWMD), and other applicable agencies with regulatory jurisdiction over the Development, defined below. Any public improvements or facilities acquired by the District will be at the lesser of cost or fair market value. An overall estimate of probable cost of the public improvements is provided in Exhibit 7 of this report.

This "Capital Improvement Plan" or "Report" reflects the present intentions of the District and the landowners. It should be noted that the location of proposed facilities and improvements may be adjusted during the final design, permitting, and implementation phases. It should also be noted that these modifications are not expected to diminish the benefits received by the developable land within the District. The District reserves the right to make reasonable adjustments to the Report to meet applicable regulatory requirements of agencies with jurisdiction over the Development, while maintaining comparable levels of benefit to the developable lands served by the improvements. Changes and modifications are expected as changes in regulatory criteria are implemented.

Implementation of any proposed facilities or improvements outlined in this Report requires written approval from the District's Board of Supervisors. Estimated costs outlined in this report are based on best available information, which includes but is not limited to previous experience with similar projects. Actual costs could be different than estimates because final engineering and specific field conditions may affect construction costs.

All storm drainage collection systems (from the curb inlets to their connection to the Stormwater ponds) within the Development will be maintained by the District. Water distribution and wastewater collection systems (gravity lines, force mains, and lift stations), roadways, including sidewalks, will upon completion, be dedicated to the City for ownership and maintenance.

PURPOSE AND SCOPE

The purpose of this Report is to provide engineering support to fund improvements in the District. This Report will identify the proposed public infrastructure to be constructed or acquired by the District along with an opinion of probable cost.

Contained within this Report is a brief description of the public infrastructure to be constructed or acquired by the District. The District will finance, construct, acquire, operate, and maintain all or specific portions of the proposed public infrastructure. An assessment methodology consultant has been retained by the District, who will develop the assessment and financing methodology to be applied using this Report.

The predominant portion of this Report provides descriptions of the proposed public infrastructure improvements, determination of estimated probable construction costs, and the corresponding benefits associated with the implementation of the described improvements. Detailed site construction plans and specifications have not yet been completed and permitted for the improvements described herein. The engineer has considered, and in specific instances has relied upon, the information and documentation prepared or supplied by others, and information that may have been provided by public entities, public employees, the landowner, site construction contractors, other engineering professionals, land surveyors, and the District Board of Supervisors, including its staff and consultants.

THE DEVELOPMENT

The Development will consist of 739 single family homes and associated infrastructure ("Development"). The Development is a planned residential community located south of Cass Road, west of CR 557 within the City. The property in the City has a land use ofLDR (Low Density Residential), VLDR (Very Low Density Residential, CON (Conservation), and a zoning of PUD (Planned Unit Development) on a portion of the property. The Development will be constructed in four (4) phases.

THE CAPITAL IMPROVEMENTS

The Capital Improvement Plan, (the "CIP"), consists of public infrastructure in Phases I, 2, 3, and 4. The primary portions of the CIP will entail stormwater pond construction, roadways built to an "urban" typical section, water and sewer facilities and off-site improvements (including tum lanes and extension of water and sewer mains to serve the Development).

There will also be stormwater structures and conveyance culverts within the CIP which will outfall into the on-site retention ponds. These structures and pond areas comprise the overall stormwater facilities of the CIP. Installation of the water distribution and wastewater collection system will occur as needed in each phase. Below ground installation of telecommunications and cable TV will occur, but will not be funded by the District. The CDD will enter into a lighting agreement with TECO for the street light poles and lighting service. Only undergrounding of wire in public right-of-way on District Land is included.

As a part of the recreational component of the CIP, a public park/amenity center will be constructed within the Development. The public park/amenity center will have connectivity to each of the other phases via sidewalks to the other portions of the District. The public park/amenity center will be accessed by the public roadways and sidewalks.

CAPITAL IMPROVEMENT PLAN COMPONENTS

The Capital Improvement Plan includes the following:

Storrnwater Management Facilities
Stormwater management facilities consisting of storm conveyance systems and retention ponds are contained within the District boundaries. Stormwater will runoff via roadway curb and gutter to storm inlets. Storm culverts convey the runoff into the proposed retention ponds for water quality treatment and attenuation. The proposed stormwater systems will utilize dry retention and wet retention for biological pollutant assimilation to achieve water quality treatment. The design criteria for the District's stormwater management systems is regulated by the City, the County, and the SWFWMD. There are no known natural surface waters within the Development.

Federal Emergency Management Agency Flood Insurance Rate Map (FEMA FIRM) Panel No. 12105C-0355G demonstrates that the property is located within Flood Zone X with portions in Zone A and AE. Based on this information and the site topography, it does not appear that floodplain compensation will be required.

During the construction of stormwater management facilities, utilities and roadway improvements, the contractor will be required to adhere to a Stormwater Pollution Prevention Plan (SWPPP) as required by Florida Department of Environmental Protection (FDEP) as delegated by the Environmental Protection Agency (EPA). The SWPPP will be prepared to depict for the contractor the proposed locations of required erosion control measures and staked turbidity barriers specifically along the down gradient side of any proposed construction activity. The site contractor will be required to provide the necessary reporting on various forms associated with erosion control, its maintenance and any rainfall events that occur during construction activity.

Public Roadwavs
The proposed public roadway sections are to be so• rights-of-way with 24' of asphalt and Miami curb or Type F curb and gutter on both sides. The proposed roadway section will consist of stabilized subgrade, lime rock. crushed concrete or cement treated base and
asphalt wearing surface. The proposed curb is to be 2' wide and placed along the edge of the proposed roadway section for purposes of protecting the integrity of the pavement and also to provide stormwater runoff conveyance to the proposed stormwater inlets.

The proposed roadways will also require signing and pavement markings within the public rights-of-way. as well as street signs depicting street name identifications, and addressing, which will be utilized by the residents and public. As stated above, the District's funding of roadway construction will occur for all public roadways within the Development.

Water and Wastewater Facilities
A potable water system inclusive of water main, gate valves, fire hydrants and appurtenances will be installed for the development. The water service provider will be the City of Lake Alfred Public Utilities. The water system will be a "looped" system. These facilities will be installed within the proposed public rights-of-way within the District. This water will provide the potable (domestic) and fire protection services which will serve the lands within the District.

A domestic wastewater collection system inclusive of gravity sanitary sewer mains and sewer laterals will be installed. The gravity sanitary sewer mains will be 8" diameter PVC. The gravity sanitary sewer lines will be placed inside of the proposed public rights-of-way. under the proposed paved roadways. Branching off from these sewer lines will be laterals to serve the individual lots. Lift stations will transport wastewater flow from the lift stations, via a 6" force main, to an existing manhole located at Evenhouse Road and Lake Swoope Drive.

Reclaimed water is not available for this site. An irrigation well to be constructed and funded by the District will be installed onsite to provide irrigation within the public right of way or irrigation water service shall be provided as part of the domestic water system design. Any water, sewer, or reclaim water pipes or facilities placed on private property will not be publicly funded.

Off-Site Improvements
The District will provide funding for the anticipated turn lanes at the Development entrance, CR 577, and Old Lake Alfred Road. The site construction activities associated with the CIP are anticipated for completion by phases based on the following estimated schedule: Phase 1 in 2020; Phase 2 in 2021; Phase 3 in 2022; Phase 4 in 2023. Upon completion of each phase of these improvements, inspection/certifications will be obtained from the SWFWMD; the Polk County Health Department (water distribution system), Florida Department of Environmental Protection (FDEP) (wastewater collection) and the City/County.

Amenities and Parks
The District will provide funding for an Amenity Center to include the following: parking area, pavilion with restroom facilities, pool, tot lot, dog park/all-purpose play field, and walking trails between the phases to provide connectivity to the Amenity Center, and passive parks throughout the Development which will include benches and walking trails. All paths, parks, etc. discussed in this paragraph are available to the general public.

Electric and Lighting
The electric distribution system serving the Development is currently planned to be underground. The District presently intends to fund the difference between overhead and underground service to the CDD. Electric facilities funded by the District will be owned and maintained by the District, with Tampa Electric Company (TECO) providing underground electrical service to the Development. The CDD will enter into a lighting agreement with TECO for the street light poles and lighting service. Only undergrounding of wire in public right-of-way on District land is included.

Entrv Feature, Landscaping . and Irrigation
Landscaping, irrigation, entry features and walls at the entrances and along the outside boundary of the Development will be provided by the District. The irrigation system will use an irrigation well. The well and irrigation watennains to the various phases of the Development will be constructed or acquired by the COD with District funds and operated and maintained by the CDD. Landscaping for the roadways will consist of sod, annual flowers, shrubs, ground cover and trees for the internal roadways within the Development. Perimeter fencing will be provided at the site entrances and perimeters. These items will be funded, owned and maintained by the CDD.

Miscellaneous
The stonnwater improvements, landscaping and irrigation, recreational improvements, street lighting, and certain permits and professional fees as described in this report, are being financed by the District with the intention for benefiting all of the developable real property within the District. The construction and maintenance of the proposed public improvements will benefit the Development for the intended use as a single-family planned Development.

PERMITTING
Construction permits for all phases are required and include the SWFWMD Environmental Resource Permit (ERP), Polk County Health Department, Florida Department of Environmental Protection (FDEP), Army Corps of Engineer Permit (ACOE), and City construction plan approval.

Following is a summary ofrequired permits obtained and pending for the construction of the public infrastructure improvements for the District:

PHASE 1

Permits / Approvals	Approval / Expected Date	
Zoning Approval	Approved	
Preliminary Plat	October 2019	
SWFWMDERP	December 2019	
Construction Permits	December 2019	
Polk County Health Department Water	December 2019	
FDEP Sewer	December 2019	
FDEPNOI	December 2019	
ACOE	Not Applicable	

PHASE2

Permits/ Approvals	Approval / Expected Date	
Zoning Approval	April 2020	
Preliminary Plat	August 2020	
SWFWMDERP	September 2020	
Construction Permits	September 2020	
Polk County Health Department Water	September 2020	
FDEP Sewer	September 2020	
FDEPNOI	September 2020	
ACOE	Not Applicable	

PHASE3

Permits / Approvals	Approval / Expected Date	
Zoning Approval	April 2020	
Preliminary Plat	August 2021	
SWFWMDERP	September 2021	
Construction Permits	September 2021	
Polk County Health Department Water	September 2021	
FDEPSewer	September 2021	
FDEPNOI	September 2021	
ACOE	Not Applicable	

PHASE4

Permits / Approvals	Approval / Expected Date	
Zoning Approval	April 2020	
Preliminary Plat	August2022	
SWFWMDERP	September 2022	
Construction Permits	September 2022	
Polk County Health Department Water	September 2022	
FDEP Sewer	September 2022	
FDEPNOI	September 2022	
ACOE	Not Applicable	

RECOMMENDATION

As previously described within this report, the public infrastructure as described is necessary for the development and functional operation as required by the City. The site planning, engineering design and construction plans for the infrastructure are in accordance with the applicable requirements of the City, and the SWFWMD. It should be noted that the infrastructure will provide its intended use and function so long as the construction and installation is in substanti.al co nformance with the design construction plans and regulatory permits.

Items utilized in the Opinion of Probable Costs for this report are based upon proposed plan infrastructure as shown on construction drawings incorporating specifications in the most current SWFWMD and the City regulations.

REPORT MODIFICATION

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. However, if such deviations and/or revisions do not change the overall primary objective of the plan for such improvements, then the costs differences would not materially affect the proposed cost estimates.

CONCLUSION

It is our professional opinion that the public infrastructure costs for the CIP provided in this Report are reasonable to complete the construction of the public infrastructure improvements. Furthermore, the public infrastructure improvements will benefit and add value to lands within the District at least equal to the costs of such improvements.

The Opinion of Probable Costs of the public infrastructure improvements is only an estimate and is not a guaranteed maximum price. The estimated costs are based upon unit prices currently experienced on an ongoing and similar basis for work in the County. However, labor market, future costs of equipment, materials, changes to the regulatory permitting agencies activities, and the actual construction processes employed by the

chosen site contractor are beyond the engineer's control. Due to this inherent opportunity for changes (upward or downward) in the construction costs, the total, final construction cost may be more or less than this estimate.

Based upon the presumption that the CIP construction continues in a timely manner, it is our professional opinion that the proposed public infrastructure improvements when constructed and built in substantial conformance with the approved plans and specifications, can be completed and used for their intended function. Be advised that we have utilized historical costs and direct unit costs from site contractors and consultants in the County, which we believe to be necessary in order to facilitate accuracy associated with the Opinion of Probable Costs. Based upon the information above, it is our professional opinion that the acquisition and construction costs of the proposed CIP can be completed at the cost as stated.

I	3
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CASS ROAD, OLD LAKE ALFRED ROAD AND CR 557 ARE NOT INCLUDED IN THE CDD.

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EXHIBIT 1

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EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT LOCATI	

1925 BART W R AD

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OFFICE: (863'!140-2040    FAX: (B6l	COM
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EDEN HILLS COD LEGAL DESCRIPTION

PARCELl
THE S-1/2 OF SE-1/4 ANO E-1/2 OF SW-1/4 OF SECTION 19, TOWNSHIP 27 SOUTH, RANGE 26 EAST, POLK COUNTY, FLORIDA,
LESS ROAD RIGHT OF WAY OF CASS ROAD.

PARCEL2
THE S ½ OF THE SW ¼ OF SECTION 20, TOWNSHIP 27 SOUTH, RANGE 26 EAST, LESS ANO EXCEPT ALL ROADWAYS AND EASEMENTS OF RECORD OR IN USE, LYING ANO BEING IN POLK COUNTY, FLORIDA.

PARCEL3
COMMENCING AT THE SECTION POST AT THE NORTHEAST CORNER OF THE NE ¼ OF SECTION 30, TOWNSHIP 27 SOUTH, RANGE 26 EAST, RUNNING THENCE IN A WESTERLY DIRECTION ALONG THE NORTH LINE OF SAID SECTION 2290 FEET; THENCE SOUTH 68S FEET; THENCE IN AN EASTERLY DIRECTION PARALLEL TO THE NORTH LINE OF SAID SECTION TO THE EAST LINE OF SAID SECTION ANO THENCE IN A NORTHERLY DIRECTION TO THE PLACE OF BEGINNING, LESS ROAD RIGHT OF WAY OF CASS ROAD.

PARCEL4
THE SOUTH 945 FEET OF THE NW¼ AND THE N½ OF THE SW¼ OF SECTION 20, TOWNSHIP 27 SOUTH, RANGE 26 EAST, LESS ANO EXCEPT A PARCEL OF LAND DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 341 FEET NORTH OF THE SOUTHEAST CORNER OF THE N½ OF THE SW¼, RUN THENCE NORTH Al.ONG THE HALF SECTION LINE A DISTANCE OF 1929 FEET TO THE NORTH BOUNDARY CF THE ABOVE DESCRIBED PROPERTY, RUN THENCE WEST A DISTANCE OF 5623 FEET, RUN THENCE SOUTH 16°15' EAST A DISTANCE OF 2009.3 FEET TO THE POINT OF BEGINNING.
LESS & EXCEPT THE FOLLOWING DESCRIBED PARCELS:

THAT PORTION OF CASS ROAD MAINTAINED RIGHT-OF-WAY AS SHOWN IN MAP BOOK 14, PAGES 78 THROUGH 86, AND OFFICIAL RECORDS BOOK n94, PAGES 986 THROUGH 1002, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, IN SECTIONS 19, 20, ANO 30 TOWNSHIP 27 SOUTH, RANGE 26 EAST, POLK COUNTY, FLORIDA.

AND LESS & EXCEPT

THAT PORTION OF OLD LAKE ALFRED ROAD AS RECORDED IN MAP BOOK 2, PAGES 323 THROUGH 327, AND OFFICIAL RECORDS BOOK n94, PAGES 986 THROUGH 1002, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, IN SECTION 20, TOWNSHIP 27 SOUTH, RANGE 26 EAST, POLK COUNTY, FLORIDA.

ANO LESS & EXCEPT

RIGHT-OF-WAY PARCELS FOR COUNTY ROAD 557 AS SHOWN ON STATE OF FLORIDA STATE ROAD DEPARTMENT RIGHT-OF-WAY MAP SECTION 1629 PROJECT 5537, AND OFFICIAL RECORDS BOOK n94, PAGES 986 THROUGH 1002, PUBLIC RECORDS OF POLK COUNTY, FLORIDA.
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EXHIBIT 2 EDEN HILLS
COMMUNITY DEVELOPMENT DISTRICT

1925 BARTOW ROAD • LAICEl.AND, FL33801
omce:18631940-2040 • FAX: (863) 940-21>'4 • au: (863) 662-001s
£MAIi.:IN W000Cl\lll..COM

LEGAL DESCRIPTION
REVISION l 7/24/19
REVISION  Z  9/Z0/19	PAGE 1 OF 12

THOSE PARTS MORE PARTICULARLY DESCRIBED AS:

PARCELl
BEGIN AT A 5/Pf' IRON ROD AND CAP "LS 5450" STANDING AT THE NORTHWEST CORNER OF THE EAST ¼ OF THE SOUTHWEST 1/4 OF ABOVE SAID SECTION 19, AND RUN THENCE ALONG THE NORTH LINE OF THE EAST ½ OF THE SOUTHWEST¼ OF SAID SECTION 19 N-89.59'47"-E, 132l.6S FEET TO THE NORTHEAST CORNER OF THE EAST½ OF THE SOUTHWEST ¼ OF SAID SECTION 19; THENCE ALONG THE EAST LINE OF THE EAST ½ OF THE SOUTHWEST ¼ OF SAID SECTION 19 s-oo·o8'25"-E, 1323.96 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH½. OF THE SOUTHEAST¼ OF SAID SECTION 19; THENCE ALONG THE NORTH LINE OF THE SOUTH½ OF THE SOUTHEAST¼ OF SAID SECTION 19 5-89.58'20"-E, 2637.88 FEET TO A 5/8" IRON ROD AND CAP uLB 5450" STANDING ON THE WESTERLY MAINTAINED RIGHT-OF-WAY LINE OF CASS ROAD ACCORDING TO MAP BOOK 14, PAGES 78 THROUGH 86 (INCLUSIVE), AND OFFIOAL RECORDS BOOK n94, PAGES 9$6 THROUGH 1002 {INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID WESTERLY MAINTAINED RIGHT-OF-WAY LINE THE FOLLOWING TWELVE (12) COURSES: l) S-02•15•09".w,13.10 FEET TO A 5/8" IRON ROD AND CAP LB "8126"; THENCE 2) N-89.57'27"-W, 12.08 FEET TO A 5/F!' IRON ROD AND CAP ulB 8126"; THENCE 3) s-00·01•04".E, 81.82 FEET; THENCE 4) N-87.37'47"-W, 0.97 FEET; THENCE 5) S-00°02'58"-W, 83.99 FEET; THENCE 6) s-00•14'03"-E, 282.24 FEET; THENCE 7) s-oo·o1•04"-E, 418.62 FEET; THENCE 8) s-oo•34•s9"-W, 258.08 FEET TO A 5/Pf' IRON ROD AND CAP "LB 8126"; THENCE 9) s-0s•24'l9"-W, 43.23 FEET TO A POINT OF CURVE CONCAVE NORTHWESTERLY; THENCE 10) SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 246.83 FEET, A CENTRAL ANGLE/DELTA OF 14•54•25N, A CHORD BEARING OF S-lS-09'26"-W, A CHORD DISTANCE OF 64.04 FEET, i=OR AN ARC LENGTH OF 64.22 FEET TO A POINT OF COMPOUND CURVE CONCAVE NORTHWESTERLY; THENCE 11) SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 213.59 FEET, A CENTRAL ANGLE/DELTA OF 1s•o5•0s", A CHORD BEARING OF 5-43•12·1r-w, A CHORD DISTANCE OF 59.83 FEET, FOR AN ARC LENGTH OF 60.02 FEET TO A POINT OF COMPOUND CURVE CONCAVE NORTHWESTERLY; THENCE 12) SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 150.45 FEET, A CENTRAL ANGLE/DELTA  OF or  22146", A CHORD  BEARING  OF s-s1•45'46"-W, A CHORD  DISTANCE  OF 1936 FEET, FOR  AN ARC LENGTH OF 19.38 FEET TO A 5/8" IRON ROD AND CAP STANDING ON THE NORTHERLY MAINTAINED RIGHT-OF-WAY LINE OF SAID CASS ROAD; THENCE ALONG SAID NORTHERLY MAINTAINED RIGHT-OF-WAY LINE THE FOLLOWING FORTY (40 COURSES: l) s-ss·38'37"-W, 153.54 FEET; THENCE 2) S-89.10'37"-W, 216.44 FEET; THENCE 3) s-s9•11'23"-W, 188.18 FEET;
THENCE 4) N-89.38'32"-W, 298.21FEET; THENCE 5) N-89.53'42"-W, 234.n FEET; THENCE 6) N-89°37'59"-W, 217.84 FEET;
THENCE 7) s-s9•3o'SO"-W, 250.08 FEET; THENCE 8) N-89.55'08"-W, 231.89 FEET; THENCE 9) N-89.49'48"-W, 270.34 FEET;
THENCE 10) N-88-49'36"'-W, 59.54 FEET; THENCE 11) N-so·o1·s2"-W, 37.96 FEET; THENCE 12) N-85.14'01"-W, 17.09 FEET;
THENCE 13) N-10•59•02"-W, 18.15 FEET; THENCE 14) N-ss•5s'57"-W, 21.10 FEET; THENCE 15) N-6T05'59"-W, 98.n FEET TO A POINT OF CURVE CONCAVE SOUTHWESTERLY; THENCE 16) NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 523.28 FEET, A CENTRAL ANGLE/DELTA OF 13•50'09", A CHORD BEARING OF N-6TOl'16"'-W, A CHORD DISTANCE OF
126.06 FEET, FOR AN ARC LENGTH OF 126.36 FEET; THENCE 17) N-68°58'37"-W, 34.06 FEET; THENCE 18) s-s9•31'0S0    -W,
19.75 FEET TO A POINT OF CURVE CONCAVE SOUTHERLY; THENCE 19) NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 523.28 FEET, A CENTRAL ANGLE/DELTA OF 03.49'37", A CHORD BEARING OF N-81 9'02"-W, A CHORD DISTANCE OF 34.94 FEET, FOR AN ARC LENGTH OF 34.95 FEET; THENCE 20) S-89.14'01"-W, 66.62 FEET TO A POINT OF CURVE CONCAVE NORTHERLY; THENCE 21) NORTHWESTERLY ALONG SA!D CURVE HAVING A RADIUS OF 260.64 FEET, A CENTRAL ANGLE/DELTA OF 26.43'30", A CHORD BEARING OF N-74.29'03"-W, A CHORD DISTANCE OF 120.47 FEET, FOR AN ARC LENGTH OF 121.57 FEET TO A POINT OF COMPOUND CURVE CONCAVE NORTHWESTERLY; THENCE 22) NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 242.45 FEET, A CENTRAL ANGLE/DELTA OF 34•ss'23"', A CHORD BEARING OF N-40.04'24"-W, A CHORD DISTANCE OF 145.50 FEET, FOR AN ARC LENGTH OF 147.78 FEET; THENCE
23) N-2TS7'49"-W, 90.06 FEET TO A POINT OF CURVE CONCAVE SOUTHWESTERLY; THENCE 24) NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 259.87 FEET, A CENTRAL ANGLE/DELTA OF 4TS1'20", A CHORD BEARING OF N-54·10·2r-w, A CHORD DISTANCE OF 210.80 FEET, FOR AN ARC LENGTH OF 217.05 FEET; THENCE 25) N-6s•o5•24".w,

-

-

17.01 FEET; THENCE 26) S-89.09'06"-W, 24.96 FEET TO A POINT OF CURVE CONCAVE SOUTHERLY; THENCE 27) SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 241.94 FEET, A CENTRAL ANGLE/DELTA OF 13•31'58", A CHORD BEARING OF s-s9•09•06"-W, A CHORD DISTANCE OF 57.01 FEET, FOR AN ARC LENGTH OF 57.14 FEET; THENCE 28} s-g9•09•os"-W, 20.44 FEET; THENCE 29) 5-75•15•11·-w, 14.14 FEET; THENCE 30) 5-59•52'40"-W, 13.79 FEET TO A POINT OF CURVE CONCAVE SOUTHEASTERLY; THENCE 31) SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 241.94 FEET, A CENTRAL ANGLE/DELTA OF 05.46'25", A CHORD BEARING OF s-GS-i6'47"-W, A CHORD DISTANCE OF 24.37 FEET, FOR AN ARC LENGTH OF 24.38 FEET; THENCE 32) 5-53•03•02..-w, 85.21FEET; THENCE 33) 5-54•14•5 -w. 92.99 FEET TO A POINT OF CURVE CONCAVE NORTHERLY; THENCE 34) SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 257.71FEET, A
CENTRAL ANGLE/DELTA OF 26 7'29", A CHORD SEARING OF 5-35•10·03".w, A CHORD DISTANCE OF 118.68 FEET, FORAN	-

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EXHIBIT 2 EDEN HILLS

'....	lI   .r-'	·"...'_·,,.-.,,,, ASS O CI ATES
 	., ·	•   Englneeri:ig  LLC
192S BARTOW ROAD • LAKELAND, FL33801
OFACE: (863) 940-2040 • FAX: (863)	• CELC (863) 662-Ql18
EMAIL:lNFOCWOODC!llli.COM

COMMUNITY DEVELOPMENT DISTRICT LEGAL DESCRIPTION
R.EVlSION    l   7/24/19
REVISION  2  9/20/19	PAGE 2 OF  12

,1,
ARC LENGTH OF 119.75 FEET; THENCE 35) N-6Tl0'39"-W, 37.65 FEET; THENCE 36) N-56.54'31"-W, 65.58 FEET TO A POINT OF CURVE CONCAVE SOUTHWEsrERLY; THENCE 37) NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 475.61 FEET, A CENTRAL ANGLE/DELTA OF 12°03'04", A CHORD BEARING OF N-68°55'28"-W, A CHORD DISTANCE OF 99.85 FEET, FOR AN ARC LENGTH OF 100.04 FEET TO A POINT OF COMPOUND CURVE CONCAVE SOUTHWESTERLY; THENCE 38) NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 415.53 FEET, A CENTRAL ANGLE/DELTA OF 14•11'59", A CHORD BEARING OF N-79"41'42"-W, A CHORD DISTANCE OF 102.74 FEET, FOR AN ARC LENGTH OF 103.01FEET TO A POINT OF COMPOUND CURVE CONCAVE SOUTHERLY; THENCE 39) SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 800.61FEET, A CENTRAL ANGLE/DELTA OF 08"59'50", A CHORD BEARING OF S-86"58'55"-W, A CHORD DISTANCE OF 125.59 FEET, FOR AN ARC LENGTH OF 125.72 FEET TO A POINT OF COMPOUND CURVE CONCAVE SOUTHEASTERLY; THENCE 40) SOUTHWESTERLY  ALONG  SAID CURVE  HAVING  A RADIUS  OF 492.25  FEET,  A CENTRAL  ANGLE/DELTA  OF oo·s2146", A CHORD BEARING OF S-78"33'19"-W, A CHORD DISTANCE OF 7.55 FEET, FOR AN ARC LENGTH OF 7.55 FEET TO A 5/8" IRON ROD ANO CAP" LB 8126" STANDING ON THE WEST LINE OF THE EAST½ OF THE SOUTHWESr ¼ OF SAID SECTION 19, SAID POINT IS HEREBY DESIGNATED POINT 11A" TO BE USED HEREIN AFTER; THENCE DEPARTING SAID NORTHERLY MAINTAINED RIGHT-OF-WAY, AND CONTINUING ALONG THE WEST LINE OF THE EAST½ OF THE SOUTHWEST¼ OF SAID SECTION 19, N-00-08'18"-W, 2166.25 FEET TO THE POINT OF BEGINNING.

TOGETHER WITH

COMMENCE AT ABOVE DESIGNATED POINT "A", AND RUN THENCE ALONG THE WEST LINE OF THE EAST ½ OF THE SOUTHWEST¼ OF SAID SECTION 19 s-oo·os'l8"-E, 61.47 FEET TO A 5/8" IRON ROD ANO CAP "LB 8126" AND THE POINT OF BEGINNING; THENCE CONTINUE ALONG THE WEST LINE OF THE EAST½ OF THE SOUTHWEST¼ OF SAID SECTION 19, AND CONTINUING s-oo·os·18"-E, 418.74 FEET TO A POINT ON THE SOUTH LINE OF THE SOUTHWEST¼ OF SAID SECTION 19; THENCE ALONG THE SOUTH LINE OF THE SOUTHWEST¼ OF SAID SECTION 19 S-89"56'27"-E, 1602.13 FEET TO A 5/8" IRON ROD AND CAP "LB 8126" STANDING ON THE SOUTHERLY MAINTAINED RIGHT-OF-WAY LINE OF CASS ROAD ACCORDING TO MAP BOOK 14, PAGES 78 THROUGH 86 (INaUSIVE), AND OFFICIAL RECORDS BOOK n94, PAGES 986 THROUGH 1002
{INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE DEPARTING THE SOUTH LINE OF THE SOUTHWEST¼ OF SAID SECTION 19, AND ALONG SAID SOUTHERLY MAINTAINED RIGHT-OF-WAY LINE THE FOLLOWING TWENTY (20) COURSES: l} N-67.05'59"-W, 78.19 FEET TO A POINT OF CURVE CONCAVE SOUTHWESTERLY; THENCE 2) NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 463.28 FEET, A CENTRAL ANGLE/DELTA OF 23 6'52.., A CHORD BEARING OF N-71"23'14n•W, A CHORD DISTANCE OF 188.27 FEET, FOR AN ARC LENGTH OF 189.59 FEET; THENCE 3) S-89.14'01"-W,
64.18 FEET TO A POINT OF CURVE CONCAVE NORTHERLY; THENCE 4) NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 320.64 FEET, A CENTRAL ANGLE/DELTA OF 27"20'48", A CHORD BEARING OF N-74.27'38"-W, A CHORD DISTANCE OF lSl.59 FEET, FOR AN ARC LENGTH OF 153.04 FEET TO A POINT OF COMPOUND CURVE CONCAVE NORTHEASTERLY; THENCE 5) NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 302.45 FEET, A CENTRAL ANGLE/DELTA OF 34•43•11", A CHORD BEARING OF N-40"31'56"-W, A CHORD DISTANCE OF 180.48 FEET, FOR AN ARC LENGTH OF 183.27 FEET; THENCE 6) N-2TS7'49"-W, 86.13 FEET TO A POINT OF CURVE CONCAVE SOUTHWESrERLY; THENCE 7) NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 199.87 FEET, A CENTRAL ANGLE/DELTA OF S1"07'56", A CHORD BEARING OF N-ss·o7'58"-W, A CHORD DISTANCE OF 172.51 FEET, FOR AN ARC LENGTH OF 178.37 FEET TO A POINT OF COMPOUND CURVE CONCAVE SOUTHERLY; THENCE 8) SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS  OF 181.94 FEET, A CENTRAL  ANGLE/DELTA  OF 3T08'54", A CHORD  BEARING  OF S-84.19;  33"-    W,  A  CHORD DISTANCE OF llS.91 FEET, FOR AN ARC LENGTH OF 117.96 FEET; THENCE 9) S-53.03'02"-W, 84.53 FEET; THENCE 10) 5-64°14'52"-W, 97.90 FEET; THENCE 11) S-72"58'21"-W, 10.80 FEET; THENCE 12) S-58"07'54"-W, 3.99 FEET; THENCE 13) S-86.02'26"-W, 5.89 FEET TO A POINT OF CURVE CONCAVE NORTHERLY; THENCE 14) SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 317.71 FEET, A CENTRAL ANGLE/DELTA OF 25•07'59", A CHORD BEARING OF S-88.14'39"-W, A CHORD DISTANCE OF 138.25 FEET, FOR AN ARC LENGTH OF 139..37 FEET; THENCE lS) N•6Tl0'39"-W, 44.44 FEET; THENCE

-

-

-

--

16) N-66.54'31"-W, 67.99 FEET TO A POINT OF CURVE CONCAVE SOUTHWESTERLY; THENCE 17) NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 415.61 FEET, A CENTRAL ANGLE/DELTA OF 12•3o•or, A CHORD BEARING OF N-6 52'12"'-W, A CHORD DISTANCE OF 90.51 FEET, FOR AN ARC LENGTH OF 90.69 FEET TO A POINT OF COMPOUND CURVE CONCAVE SOUTHWESTERLY; THENCE 18) NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 355.63 FEET, A CENTRAL ANGLE/DELTA OF 14"15'17", A CHORD 6EARING OF N-79"31'29"-W, A CHORD DISTANCE OF 88.25 FEET, FOR AN ARC DISTANCE OF 88.48 FEET TO A POINT OF COMPOUND CURVE CONCAVE SOUTHERLY; THENCE 19) SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 740.61 FEET, A CENTRAL ANGLE/DELTA OF 08"46'58", A CHORD BEARING OF S-8T01'04"'-W, A OiORD DISTANCE OF 113.41 FEET, FOR AN ARC LENGTH OF 113.53 FEET TO A POINT OF COMPOUND CURVE CONCAVE SOUTHEASTERLY; THENCE 20) SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 43 2.25 FEET, A CENTRAL ANGLE/DELTA OF 02"17'57", A CHORD BEARING OF S-77"36'2'2:'-W, A CHORD DISTANCE OF 17.34 FEET, FOR AN ARC LENGTH OF 17.35 FEET TO THE POINT OF BEGINNING.

1925 8AATOW i;oAD • IAICEIANO, R.33801
OFl'ICE: (863) 940-2040 •  FAX: l863) $40-20,:4 • c:a.t;(863) 662-0018
EMAlL: INl'OCWOOOClVll.COM

EXHIBIT 2
EDEN HILLS
COMMUNITY DEVELOPMENT DISTRICT LEGAL DESCRIPTION
REVISlON   l    7/24/19
REVlSJON  2  9/20/19	PAGE 3 OF 12

PARCEL2

BEGIN AT A 3/.t' IRON PIPE WITH NO IDENTIFICATION STANDING AT THE SOUTHWEST CORNER OF THE SOUTHWEST¼ OF SAID SECTION 20, ANO RUN THENCE ALONG THE WEST LINE OF THE SOUTHWEST¼ OF SAID SECTION 20 N-00°08'40"-W,
47.41 FEET TO A POINT ON THE EASTERLY MAINTAINED RIGHT-OF-WAY LINE OF CASS ROAD ACCORDING TO THE MAP BOOK 14, PAGES 78 THROUGH 86 {INCLUSIVE), AND OFFICIAL RECORDS BOOK n94, PAGES 986 THROUGH 1002 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE DEPARTING THE WEST LINE OF THE SOUTHWEST¼ OF SAID SECTION 20, AND RUN THENCE ALONG THE EASTERLY MAINTAINED RIGHT-OF-WAY LINE OF SAID CASS ROAD, THE FOLLOWING ELEVEN (ll) COURSES: 1) NORTHEASTERLY ALONG A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 273.59 FEET, A CENTRAL ANGLE/DELTA OF 01•53•sr, A CHORD BEARING OF N-34-39'47"-E, A CHORD DISTANCE OF 9.06 FEET, FOR AN ARC LENGTH OF 9.06 FEET TO A POINT OF COMPOUND CURVE CONCAVE NORTHWESTERLY; 2) NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 315.08 FEET, A CENTRAL ANGLE/DELTA OF 15 9'31", A CHORD BEARING OF N-lT59'31"-E, A CHORD DISTANCE OF 85.84 FEET, FOR AN ARC LENGTH OF 86.11 FEET; THENCE 3) N-05.24'19"-E, 48.20 FEET TO A S/8"1RON ROD ANO CAP "LB 8126"; THENCE 4) N-00°34'59"-E, 261.88 FEET; THENCE 5) N-00°05'56"-E, 200.20 FEET; THENCE 6) N-00•07•04".w, 200.11FEET; THENCE 7) N-00•14'03"-W, 300.00 FEET; THENCE 8) N-00·02158"-E, 83.11 FEET; THENCE 9) S-89°58'04"-W, 0.42 FEET TO A 5/8" IRON ROD AND CAP "LB 8126,,, SAID POINT IS ALSO A POINT OF CURVE CONCAVE SOUTHEASTERLY; THENCE 10) NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 186.00 FEET, A CENTRAL ANGLE/DELTA OF 04•15•37", A CHORD BEARING OF N-19.32'48"-E, A CHORD DISTANCE OF 13.83 FEET, FOR AN ARC LENGTH OF 13.83 FEET TO A POINT OF COMPOUND CURVE CONCAVE SOUTHEASTERLY; THENCE 11) NORTHEASTERLY  ALONG SAID CURVE HAVING A RADIUS OF 116.00 FEET, A CENTRAL
ANGLE/DELTA OF 49°02'54", A OiORO BEARING OF N-46°12'03n·E, A CHORD DISTANCE OF 96.30 FEET, FOR AN ARC LENGTH OF 99.30 FEET TO A POINT ON THE SOUTHERLY MAINTAINED RIGHT-OF-WAY LINE OF OLD LAKE ALFRED ROAD ACCORDING TO MAP BOOK 2, PAGES 323 THROUGH 327 (INCLUSIVE), AND OFFIOAL RECORDS BOOK n94 PAGES 986 THROUGH 1002 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG THE SOUTHERLY MAINTAINED RIGHT-OF-WAY OF SAID OLD LAKE ALFRED ROAD THE FOLLOWING TWENTY-SIX (26) COURSES: 1) N-s2•42'13..·E, 27.59 FEET; THENCE 2) N-87°08'13'"-E, 60.11 FEET; THENCE 3) N-89°59'43..·E, 67.10 FEET; THENCE  4)
S-66°15'13"-E, 9.93 FEET; THENCE 5) S-88°48'06-E, 100.02 FEET; THENCE 6) N-89°56'17"-E, 100.00 FEET; THENCE 7)
S-89°36'13"-E, 100.00 FEET; THENCE 8) N-89°28'47"-E, 100.00 FEET; THENCE 9) N-87°28'33..·E, 100.10 FEET; THENCE 10)
N-89.52'51"-E, 100.00 FEET; THENCE 11) N-89°28'47"-E, 100.00 FEET; THENCE 12) s-s9•os•43"-E, 100.01 FEET; THENCE
13} S-89°56'51..-E, 100.00 FEET; THENCE 14) N-89 2'13"-E, 100.00 FEET; THENCE 15) N-89.52'51"·E, 100.00 FEET;
THENCE 16) S-89°56'51"-E,100.00 FEET; THENCE 17) N-89.59'43"-E, 100.00 FEET; THENCE 18) S-89°39'39"'-E, 100.00 FEET;
THENCE 19) N-89°35'39"-E, 100.00 FEET; THENCE 20) s-g9•53'24"-E, 100.00 FEET; THENCE 21)  N-89°S2'51..·E, 100.00
FEET; THENCE 22) N-89°49'58"-E, 100.00 FEET; THENCE  23)  N-89°49'24"-E, 100.00 FEET; THENCE  24) 5-89°43'06..·E,
100.00 FEET; THENCE 25) N-89°11'36'"-E, 100.01 FEET; THENCE 26) S-89°19'2r-E, 38.37 FEET TO A 5/8" IRON ROD AND CAP .,LB 8126" STANDING ON THE WESTERLY RIGHT-OF-WAY LINE OF COUNTY ROAD NUMBER 557, AS SHOWN ON THE STATE OF FLORIDA STATE ROAD DEPARTMENT RIGHT-OF-WAY MAP SECTION 1629-PROJECT S537, AND AS RECORDED IN OFFICIAL RECORDS BOOK n94, PAGES 986 THROUGH 1002 (INCLUSIVE}, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, SAID POINT IS ALSO A POINT OF CURVE CONCAVE SOUTHWESTERLY; THENCE ALONG THE WESTERLY RIGHT-OF-WAY LINE OF SAID COUNTY ROAD NUMBER 557 THE FOLLOWING lWO (2} COURSES: 1) SOUTHEASTERLY ALONG SAIC CURVE HAVING A RADIUS OF 1372.80 FEET, A CENTRAL ANGLE/DELTA OF 28°32'52", A CHORD BEARING OF S-14°16'09"'-E, A CHORD DISTANCE OF 676.95 FEET, FOR AN ARC LENGTH OF 684.00 FEET TO A 5/8" IRON ROD ANO CAP "LB 8126"'; THENCE 2) S-00°00'16"'-W, 662.88 FEET TO A 5/8" IRON ROD AND CAP "LB 8126" SfANDING ON THE SOUTH LINE OF THE SOUTHWEST¼ OF SAID SECTION 20; THENCE DEPARTING THE WESTERLY RIGHT-OF-WAY LINE OF SAID COUNTY ROAD NUMBER 557, ANO CONTINUE ALONG THE SOUTH LINE OF THE SOUTHWEST ¼ OF SAID SECTION 20 N-89°55'39"-W, 2580.00 FEET TO THE POINT OF BEGINNING.

-	-
-	-
EXHIBIT 2

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Engtne ring LLC

-..,....,  ·	,,\,, ASSO C I ATE S

EDEN HILLS

LEGAL DESCRIPTION

COMMUNITY DEVELOPMENT DISTRICT

1925 IIAATOW ROAD • LAIWAND. R.33301
FFICS: (353) 940-2GIO • FAX: (SG3) '40-2044 • CEU: (363) 662-0018 EMAIL:INFOCilWOODCMLCOM

REVISION l 7/24/19
REVISION  2  9/20/19	PAGE 4 OF 12

PARCEL3
BEGIN AT A¾" IRON PIPE WITH NO IDENTIFICATION STANDING AT THE NORTHEAST CORNER OF THE NORTHEAST¼ OF SAID SECTION 30, AND RUN THENCE ALONG THE EAST LINE OF SAID SECTION 30 s-eo·os·40"-E, 685.00 FEET; TO A S/8" IRON ROD AND CAP "LB 5450"; THENCE DEPARTING THE EAST LINE OF SAID SECTION 30, N-89°S6'27"-W, 2290.00 FEET TO A 5/8" IRON ROD ANO CAP" LB 5450"; THENCE N-00·08'32"-W, 6S6.90 FEET TO A 5/8" IRON ROD ANO CAP "LB 8126" STANDING ON THE SOUTHERLY MAINTAINED RIGHT-OF-WAY LINE OF CASS ROAD ACCORDING TO THE MAP BOOK 14, PAGES 78 THROUGH 86 (INCLUSIVE), ANO OFFICIAL RECORDS BOOK n94, PAGES 986 THROUGH 1002 {INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID SOUTHERLY MAINTAINED RIGHT-OF-WAY LINE THE FOUOWING FOURTEEN (14) COURSES: 1) s-ss·14'0l"'-E, 18.29 FEET; THENCE 2)
s-so•o7•51 " -E, 39.84 FEET; THENCE 3) s-ss•49'36"-E, 64.63 FEET; THENCE 4) S-89.49'48"-E, 270.91 FEET; THENCE 5)
s-s9•ss'08"-E, 232.23 FEET; THENCE 6) N-ss•30'50"-E, 249.93 FEET; THENCE 7) S-89°37'59"-E, 217.53 FEET; THENCE
8) S-89°53'42n-E, 234.78 FEET; THENCE 9) 5-89"38'32"'-E, 297.15 FEET; THENCE 10) S-88°53'3S"-E, 172.89 FEET; THENCE 11) S-89°59'22"-E, 232.57 FEET; THENCE 12) S-89°19'57"-E, 95.31 FEET TO A 5/8" IRON ROD AND CAP "LS 8126", SAID POINT IS ALSO A POINT OF CURVE CONCAVE NORTHERLY; THENCE 13) NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 210.45 FEET, A CENTRAL ANGLE/DELTA OF 31•s2·or, A CHORD SEARING OF N-73°00'48"-E, A CHORD DISTANCE OF 115.55 FEET, FOR AN ARC LENGTH OF 117.05 FEET TO A POINT Of COMPOUND CURVE CONCAVE NORTHWESTERLY; THENCE 14) NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 273.59 FEET, A CENTRAL ANGLE/DELTA OF 02°55'33", A CHORD BEARING OF N-so•31'27"·E, A CHORD DISTANCE OF 13.97 FEET, FOR AN ARC LENGTH Of 13.97 FEET TO A POINT ON THE NORTH LINE OF SAID SECTION 30; THENCE DEPARTING THE SOUTHERLY MAINTAINED RIGHT-OF-WAY LINE OF SAID CASS ROAD, ANO ALONG THE NORTH LINE OF SAID SECTION 30; S-89°56'2r-E,43.27 FEETTOTHE POINT OF BEGINNING.

PARCEL4
BEGIN AT A 1" IRON PIPE WITH NO IDENTIFICATION STANDING AT THE SOUTHWEST CORNER OF THE NORTHWEST¼ cSi='sAID SECTION 20, AND RUN THENCE ALONG THE WEST LINE Of THE NORTHWEST ¼ OF SAID SECTION 20 N-oo·o8'40"-W, 945.00 FEET TO THE NORTH LINE OF THE SOUTH 945 FEET OF THE NORTHWEST¼ OF SAID SECTION 20; THENCE ALONG THE NORTH LINE OF THE SOUTH 945 FEET OF THE NORTHWEST ¼ OF SAID SECTION 20 N-89.56'41"-E, 198839 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF COUNTY ROAD NUMBER 557 AS SHOWN ON THE STATE OF FLORIDA-STATE ROAD DEPARTMENT RIGHT-OF-WAY MAP SECTION 1629-PROJECT 5537, AND AS RECORDED IN OFFICIAL RECORDS BOOK n94, PAGES 986 THROUGH 1002 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA SAID POINT IS ALSO A POINT OF CURVE CONCAVE SOUTHWESTERLY; THENCE ALONG THE WESTERI.Y RIGHT-OF-WAY LINE OF SAID COUNTY ROAD NUMBER 557 THE FOLLOWING SIX (6) COURSES: 1) SOUTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 1830.57 FEET, A CENTRAL ANGLE/DELTA OF 13•13•14", A CHORD BEARING OF S-08*09'36"-E, A CHORD DISTANCE OF 421.46 FEET, FOR AN ARC LENGTH OF 422.39 FEET TO A 5/8" IRON ROD ANO CAP "LB 5450"; THENCE 2) N-88°27'01"-E, 20.00 FEET TO A S/8" IRON ROD AND CAP "'LB 8126", SAID POINT IS ALSO A POINT OF CURVE CONCAVE WESTERLY; THENCE 3) THENCE SOUTHERLY ALONG SAID CURVE HAVING A RADIUS OF 1850.57 FEET, A CENTRAL ANGLE/DELTA OF 01°35'45", A CHORD BEARING Of S-00°45'06"-E, A CHORD DISTANCE OF 51.54 FEET, FOR AN ARC LENGTH OF 51.54 FEET TO A 5/8:" IRON ROD ANO CAP NLB 8126"; THENCE 4) s-00•02146"-W,793.12 FEET TO A 5/tf' IRON ROD ANO CAP "LB 8126", SAID POINT IS ALSO A POINT OF CURVE CONCAVE EASTERLY; THENCE 5) SOUTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 1492.39 FEET, A CENTRAL ANGLE/DELTA OF 29•30'00", A CHORD BEARING OF S-14°42'14"-E, A CHORD DISTANCE OF 7S9.93 FEET, FOR AN ARC LENGTH OF768.39 FEET TO A5/8" IRON ROD AND CAP "LB8126";THENCE 6) S-29°27'14"-E, S6.87 FEET TO A 5/8:" IRON ROD ANO CAP" LB 8126... STANDING ON THE NORTHERLY MAINTAINED RIGHT-OF-WAY LINE OF OLD LAKE ALFRED ROAD ACCORDING TO MAP BOOK 2, PAGES 323 THROUGH 327 (INCLUSIVE), ANO OFFICIAL RECORDS BOOK 7794, PAGES 986 THROUGH 1002 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA, SAID POINT IS ALSO A POINT OF CURVE CONCAVE NORTHWESTERLY; THENCE DEPARTING THE WESTERLY RIGHT-OF-WAY LINE OF SAID COUNTY ROAD NUMBER 557, AND ALONG THE NORTHERLY MAINTAINED RIGHT-OF-WAY LINE OF SAID OLD LAKE ALFRED ROAD THE FOU.OWING NINE (9) COURSES: 1) SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF

-

-

50.00 FEET, A CENTRAL ANGLE/DELTA OF 36°52'12", A CHORD BEARING OF 5-42•06'40"-W, A CHORD DISTANCE OF
31.62 FEET, FOR AN ARC LENGTH OF 32.18 FEET TO A 5/8" IRON ROD AND CAP '"LB 8126"; THENCE 2) S-60.32'46H•W,
20.14 FEET TO A 5/8" IRON ROD AND CAP .,LB 8126,. HEREBY DESIGNATED POINT "6"' TO BE USED HEREINAFTER, SAID POINT IS ALSO A POINT OF CURVE CONCAVE NORTHWESTERLY; THENCE 3) SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 947.00 FEET, A CENTRAL ANGLE/DELTA OF 29•26'57", A CHORD BEARING OF 5-75•16'15"-W, A
CHORD DISTANCE OF 481.40 FEET, FOR AN ARC LENGTH OF 486.74 FEET TO A 5/8" IRON ROD ANO CAP "LB 8126";	-
EXHIBIT 2

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, ·  ..,...-,...-::_r-f'	,	·"\' ,,. ASSO CI ATE S
 		,: ··	•     Enstne-eri:is   UC
t92S aAATOW ROAi> • IAICEIANO, R.33801
OFFICE: (863) 940-2040 • FAX:('863) 9-:0-2044 • cat.:(863) 662-0018
EMAJL: INl'OOWOODCl\llL.COM

EDEN HILLS
COMMUNITY DEVELOPMENT DISTRICT LEGAL DESCRIPTION
REVISION    l   7/24/19
REVISION  2  9/20/19	PAGE 5 OF 12

.!.:i.:.
THENCE 4} S-89°59'43"-W, 564.31 FEET TO A 5/tr" IRON ROD AND CAP "LB 8126"; THENCE 5) N-76.30'31"-W, 51.42
FEET TO A 5/?f' IRON ROD AND CAP "LB 8126"; THENCE 6) 5-g9•59•43n.w, 217.24 FEET TO A 5/ff' IRON ROD AN CAP
.,LS 8126", SAID POINT IS ALSO A POINT OF CURVE CONCAVE NORTHWESTERLY; THENCE 7) THENCE SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE/DELTA OF 66-iS'19", A CHORD BEARING OF 5-55•47'04"-W, A CHORD DISTANCE OF 21.91 FEET, FOR AN ARC LENGTH OF 23.19 FEET TO AS/SN IRON ROD AND CAP "LB 8126"; THENCE 8) s-ss•59•43"-W, 710.79 FEET TO A 5/?/' IRON ROD ANO CAP "LB 8126", SAID POINT IS ALSO A POINT OF CURVE CONCAVE NORTHERLY; THENCE 9) NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF
175.00 FEET, A CENTRAL ANGLE/DELTA OF g9•53•or, A CHORD BEARING OF N-45.03'43"-W, A CHORD DISTANCE OF
247.24 FEET, FOR AN ARC LENGTH OF 274.54 FEET TO A 5/'R/' IRON ROD AND CAP STANDING ON THE EASTERLY MAINTAINED RIGHT-OF-WAY LINE OF SAID OLD LAI<E ALFRED ROAD; THENCE Al.ONG THE EASTERLY MAINTAINED RIGHT-OF-WAY LINE OF SAID OLD LAKE ALFRED ROAD THE FOLLOWING TINO (2) COURSES: 1) N-00•07•09".w, 889.59 FEET TO A 5/8" IRON ROD ANO CA? "LB 8126", SAID POINT IS ALSO A POINT OF CURVE CONCAVE WESTERLY; THENCE
2) THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 250.00 FEET, A CENTRAL ANGLE/DELTA OF
£2.  34•41'22", A CHORD BEARING OF N-1T27'50"-W, A CHORD DISTANCE OF 149.06 FEET, FOR AN ARC LENGTH OF
15136 FEET TO A 5/tr" IRON ROD ANO CAP "LB 8126" STANDING ON THE WEST LINE OF THE NORTH ½ OF THE SOUTHWEST¼ OF SAID SECTION 20; THENCE DEPARTING THE EASTERLY MAINTAINED RIGHT-OF-WAY OF SAID OLD LAKE ALFRED ROAD, AND ALONG THE WEST LINE OF THE NORTH½ OF THE SOUTHWEST¼ N-oo·os•4Q"-W,48.43 FEET TO THE POINT OF BEGINNING.

TOGETHER WITH

COMMENCE AT ABOVE DESIGNATED POINT uB", AND RUN THENCE S-29ei6'54"·E, 80.00 FEET TO A 5/ff' IRON ROD AND CAP uLB 8126", SAID POINT IS THE POINT OF BEGINNING, SAID POINT IS ALSO A POINT ON THE SOUTHERLY MAINTAINED RIGHT-OF-WAY LINE OF SAID OLD LAKE ALFRED ROAD; THENCE ALONG THE SOUTHERLY MAINTAINED RIGHT-OF-WAY LINE OF SAID OLD LAKE ALFRED ROAD THE FOLLOWING TWO (2) COURSES: 1) N-60.32'46"-E, 20.15 FEET TO A 5/tr" IRON ROD AND CAP "LB 8126", SAID POINT IS ALSO A POINT OF CURVE CONCAVE SOUTHEASTERLY; THENCE 2) NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE/DELTA OF 36°52'12", A CHORD BEARING OF N-1s·ss·s2"-E, A CHORD DISTANCE OF 31.62 FEET, FOR AN ARC LENGT"r! OF 32.18 FEET TO A S/8" IRON ROD ANO CAP STANDING ON THE WESTERLY RIGHT OF WAY LINE OF SAID COUNTY ROAD NUMBER 557; THENCE ALONG THE WESTERLY RIGHT-OF-WAY LINE OF SAID COUNTY ROAD 557 S-29.27'14"-E,141.33j .,,
FEET TO A 5/tr" IRON ROD AND CAP "LB 8126" STANDING ON THE NORTHERLY MAINTAINED RIGHT-OF-WAY LINE OF SAID OLD LAKE ALFRED ROAD; THENCE ALONG THE NORTHERLY MAlNTAINED RIGHT-OF-WAY LINE OF SAID OLD LAKE ALFRED ROAD THE FOLLOWING FIVE (5) COURSES: l) S-85"30'10"-W, 23.94 FEET; THENCE 2) S-89°49'24"-W, 100.00 FEET; THENCE 3) N-89.46'32"-W, 100.00 FEET; THENCE 4) s-s9•49'24"-W, 100.00 FEET; THENCE 5) N-89.39'39"-W,
78.54 FEET TO A 5/?f' IRON ROD ANO CAP "LB 8126", SAID POINT IS A POINT ON T"r!E SOUTHERLY MAINTAINED RIGHT-OF-WAY LINE OF SAJD OLD LAKE ALFRED ROAD, SAID POINT IS ALSO A POINT OF CURVE CONCAVE NORTHWESTERLY; THENCE NORTHEASTERLY ALONG SAJD CURVE HAV1NG A RADIUS OF 1027.00 FEET, A CENTRAL ANGLE/DELTA OF 1ro2•44N, A CHORD BEARING OF N-69°04'08"-E, A CHORD DISTANCE OF 304.41 FEET, FOR AN ARC LENGTH OF 305.53 FEET TO THE POINT OF BEGINNING.

-	-
-
EXHIBIT 2
EDEN HILLS
COMMUNITY DEVELOPMENT DISTRICT LEGAL DESCRIPTION
REVISION l 7/24/19
REVISION  2  9/20/19	PAGE 6 OF 12

N

1 l
500   2S0    0	S00
Scale : 1· a 1000·

1000

'

I	I

I

NOT .-1 PART
I	I	· ------	-----	.- - -

I   NOT  .4   P.4P.T	NOT ;! P.-IRT

&- ,	\

I	I	...,."_  '	l     ,

P.4P.CELf.1,, 4

_Pi,

;:.'-	.::; \
J	.,a o	::;; \

-  +--------.- - - - - - - - - - - -  - ::,:, -
_	,,.

PARCEL   1	NOT .-1 P.-IRT

:::, ::,d!

:::, I

I

..: :l: • I ·
0

S I ;

-   -   -:;y,.._,t,  -   -

'1,f-r,,..

,l
P.-tP.CEl 1

"" Sli '.e..
!E

.,.
i

0

;

F"
:,

- - - - - - - - - _-  ; -. \_	-
*	c·:::	:i::  I
..,,	: \	'  I
P,IRCE ;t,.q; .:/	\	-.:._
o"" ,)'4'	r,... ._
,p(TOCETHER 111TH)
P.4RCEL  ,1-     -_; ;,,,.-....,...'\ ,·.

...

OLD L,1KE
, .t LFRED P.O,1D
-t/S'..

Q	,"('
:	P,IR CEL.S-..,6 2

,.i,
1,20

..&.,

NOT.-!   P.4RT	PARCEL :J

SECTION 20, TOWNSHIP 27 S0 \ITH, RANGE 26 EAST
SECTION 29, TOWNSHIP 27 SO\ITH, RANGE 26 EAST
29

NOT A P.-IP.T

NOT  .-1  P.4P.T

--
-

1ffltwn'OWIIOAD • IAl<WIN Fl.33001
OFAa:(:$31 • """lUJl 940-2044. • CEU.:[UJ)6Q.40'11
EMA!l:INJ08W000CML(0M

EXHIBIT  2
OVERALL C.D-D. ~ KEY MAP
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
(NOT  A SURVEY)
EXHIBIT 2 CONSISTS OF TWELVE !12) PAGES,
AND IS NOT COMPLETE WITHOUT ALL PAGES
PAGE 7 OF 12

N

NOT  .4  PART
J·  I.R.&CI	N a• <.Q•.47'" n n '-.k"
-      -	11.8-     >ol \	NORTH UNE OF THE EAST 1/2 OF THE SOV™WEST 1/4 /
OF SECTION 19. TOWNSHIP 27 SOUTli. RANGE 26 EAST

Y.l?f1 f!i, EAST  0 :":	=EST v•
NORTHWEST CORNER	OF SECTION 19
EAST Of THE SOUTHWEST V•

2·00  100    o

I)=2=00

=400

Of SECTION 19

PARCEL 1

91.R.&C.
LB 101

C.R.

PG.

Scale:  1·  ,. 400"
IRON ROD ANO CAP IAS NOTEOI LICENSED BUSINESS
INFORMATION PER "PARENT PARCELS"
LEGAL  OSSCFUPTION

OFFICIAL RfCOROS

NOT .4

:I w

zWI....

f

:c i,
u

PARCEL

w
%

Curve Table
OJrv.e:a    u,nqu, I Rodlus I	0.IU 10\o{dlO<l'J<II
Cl	6A.22" I     246,83'    u· s•· 2s·	..,.o.,·
C2	00,0>'   j 213.$9'    1s·  o• · a,·	59.83"
Cl	JU,-   150.<S'    or· , 2· .•, ..	19.36'
c•	126.l&"    S23..2S-     l l" SO• 09•	126.06'
cs   I   . 9i·    Sl ?.28'   Oit' <ll' 3r	34.94'

..

C&     1    121 ..n ·   26 0 .64'     16· .:r    lo-	120.AT

ord Bc ril'M)

SIS"  09" 26-W
SU"" U ' 11"'\'l
SGl • •S· •S-W N67" 01'  16"W

Curve Table
..,.,,,"O	
c	r	LNWith	R.ldlus	O t.:i	Ch.,. 1.<no,,,		
Cl3	103.01'	4 15.63,'	, ... 11· !9•	102.74·	,i :,9• A1' 4>.-W	
Cl4	tll   .72 '    aoo.5r    03" 59"50"
•&·	125.59"	SGo- S!" S '"W	
CIS	,.ss· .a9.2,21• oo· 52•	7 . 55'	s,e- 33' Ul"W	
Cl6	189.S9 ·	,,1...u ·	n · 26· s:z-	l!S. 2 7'	N"J- ll' 14-W	
Cl7	IS3 .Q.l•	320 ..-·	v - 20' 48"'	151.59 '	..i1.:" 27' JrVI	
Cl8	183.27'	301 . J•	!,-,t· 43• JJ'"	180,48'	N4O• 31' S6	
Cl9
'	l7SJ  7'
12, .,, .	199 .8 7'	SI"  07'  56"	172.S J'	N56" a,· snv
=·	
C20	1SI JJA'	J?·  09 ' S,IJ"	115 . 9 1'     1	19'33-W	
C2I J 139.37'	317,71•	2s· ar S9"	l:lS.25"	SS8" 14' l9"W	
C22	90.59•	,US.61'	12· 30' 07·	!l0.51'	N68" S2" 1l"W	
C23	Z2.A8' i 355.63' 1•· 1s· 11·	88.25'	11179· 31" 29-W	
C2•	113 .53'  174Ml'     os· 4&"  sa-	113 . 41'	S87" 01" 04-W	
        C2S		17.l S' 	,32.2s·I 02· 11· sr		17.3,1·		S7 7• 36' 22-W 	

N8I' 39· 02-W
j N7-1• 29' Ol"'W

C7       - 1 n  . 11"    242 .-1S'     ?4" 5S' 23•	?AS.SO-

40• o-i· 2-1-w
NS•· 10' 27"W
589" 09' 0<5"W
568" 16" •'T"W

C8	111 .os · ,,, ,. ,· ,,. 20· ! 2)0,80 '
C9	S7.JA"    241.94'  j 13     J• SS"	S'-0 1'	'

SS6· 10· 03-w
N68• 55":!8"'W

C10	2,.:;e•   I 2•  1.!\A' I 0s· •6· 25•	24,37
CII	119.75"    257.71' 1 25• 37· 29"	118.68'

-

Cl2	100.04'   475.GJ'    ]2"' 03' 04•	99.85'

-

j

i
-
EXHIBIT 2
PARCEL 1

1!1ZSIIAKTOWROAD • Fl.33801
OfRCE:1!6319'WO<O • FAX: - 9111-2044 • CELL: 1163) GQ-0018 EMAICINFOewooocMU:OM

SKETCH TO ACCOMPANY LEGAL DESCRIPTION
(NOT  A SURVEY)

EXHIBIT 2 CONSISTS OF TWELVE 112) PAGES. AND IS NOT COMPLETE WITHOUT ALL PAGES

N

200 1L;;;;;o;,oel "!l!!!!!!!!!2!i;0;;;0;=;;:;-   400
Scale :   I· :   400'

LR.&C. IRON ROD ANO CAP (AS NOTEOJ
LB	UCcNSfO 2USINl!SS

IQT

(0)

0-A,

INFORMA'IION PER "PARE"1' PAAC!lLS"
LEGAL OESCRIP'l!ON
OFFICAl RECORDS

PG.	PAGE

I

NOT A PA.RT

ss9•ss-2a·e 2637,ES'
NOR.TH UNE OF THE SOVl'H ,.a OF THE SOUTHEAST 1/4 OF
SECTION 19, TOWNS!ilP 27 SOUTH. RANGE 26 EAST

PARCEL 2

I

I
I \ I

PARCEL 8
I
C:urve Table	Curve Table

Cllotdl,en,Jm    Cllo<08c""'9	ev,..,. ..

°""".._"' Olonl&o"""'.J

	103 ,01 · .a n .Cl' 14• 11· 59•	1	
	us.n · 0 00£ 1•  os• sg• so·
•&·	1	
	1 .ss· 492.25' oo• 52·	,	
		1	

Cl	64.22·	246.83' 14• 54• zs·	G,4,()4'	sis·o,• 2G-w	i	Cl3				02.74'	N79" 41' 42'W	
a	<S0.02'	21u 9• w o&· os·	59.33'	I 54 • J2' Jrw		Cl•				25.59'	586" 58" SS"W	
Cl	19.33"	lSOAS" 07" 22" 46"	19.36'	S6l .. 4$' .CG"'W		CIS				7 55'	573• 33" 19'W	
C4	126.:W	523.lt' ' IJ+ SO' 09"	126.06'	N57• 01' 15-W		Cl&				3:l.27"	N71• 23" 14-w	
cs
C6
0
ct
C!l
CIO
i    Cll      
C12	34.95'
121.S7"
147.78'
217.05'
57,14'
i 24.38'
I 119.75' 
10, 004'	523.28' 03" .,. 37•
.?<.0 64 • 26• 43' 3(;
242.4S'    34• 55' 23"
259Z7'   47• SI' 20-
241,94'     lJ+  31" 58"
241.94'      os· 45" zs-
!2s1.11· i w  rr 29"	
•75.GI'   12" 03" 0<"	34.94'
I        120.4,.
145.50'
110.30' S7.01'
24.37"
118.118"
99.SS'	N:a• 39' 02-N
N74•  29• o:rw
! N40•  04' 24-W
NS-,• 10' 27"W
m• o,• 06-W SGS" 16'47"W 586" 10' 03-w
N68" 55' 28"W		Cl7	 CIS    0    183.l       T       302.4S' ' 34• •3' 11•
Cl9	IW.3T    s1· OT ss·
C2D	131.94'    ;,•   ot  54•
C21	317,71'    zs· 01· s,·
az	415,61'    12·  30' 07"
C23	88.48'      355.63'    1•·   15' 17"
Q4	'Jll,$3'    740,61'      os·  46' ss-
       C25	17.lS'             432.U' 1 02·   11· sr					ISI.S9' 130,48'
l'r. ,51'
11 5,gl'
1:i:.zi· .
90.51'
8S.2S•
113.Cl'
17.34'		,, ,	27" 3t'W
"'0" 31' S6"W
-    •  OT SS"W
$84• 19'  33"W
S8S" 14' 39"W NGS" $2' 12'W N79•  31' 29'W
587° 01' 04-W
577•  36' 22-W  	

I
.

-

-	-

	l?Z,37'	
		
	1!9.37"	
	90.69'	

-

N

400

1.R.&C. lfl0N ROO ANO CAP IAS NOTEOJ LB	UCENSED BUSINESS
101	JNFORMA110N  PER "PARfNT PAACELS"
LEGAL OESCRIP"TION
0 ,R,	OFFICIAL RECORDS

PG.	PAGE
PARCEL  4	\

,    :,i.._    _    _    _    _    .N.,,o,_o·os·• o·w	SOUTH UNE  OF THE  SOUTHWEST  11• OF
_     _	47 • 1•	SECTION 20. TOWNSHIP 27 SOUTH. RANGE 2G EAST

--..  

_ _. _ _ _

_  	..	N s9•ss•39• w  2sso.oo·

~

30

1 ;;,9a	PM NT OF BECINNINC
SOUTHWEST CORNER OF THE SOUTHWEST l /4 o•

SECTION 20.TOWNS><IP 27 SOUTI<. RANGE 26 EAST
:-:,	'J/4"   RO>:  Pl?E:  -    NO  r0EN':111CATICN

NOT   A PART

I	C:urve Table
I C•rvc =	Length     R.lCfius  I	Dclto	Chgf'd L-e: th	Chord BNring
•34·  .,-e	
r Cl	9.06"	273.S9 ' 1 01" 53• 52"	, 9 06'	39•	
C!	s s.11·	315,08 ' 15' ? 9"31 "	ss.s..·	Nl7 ' S9 " 3l"E	
I C3	l l.8 3"	)! 6 . 00'	CW JS" 37"	13 .U	Nl9" 32" 4S""E	
I    C4	99.30"	116. 00· I •9· 02· 54•	96 ,30"	N4G'" 12· 03"e	
[ cs j 68-1.00"	un.so· I 29• 32• s2·	6)6.95 "	Sl4" 16' 09"E	

WcOO D

C

(x  ASSOCIATES
Engineering     . LLC
1925 BARTOW ROM> • LAKELAND, fl.3!801
om:c,E:(8Sl9'0-20,IO • fAJC(!SJ9otiD..zlM4 .. QU:l1QIGGZ-CD19
" '. FOeWOOCCMLCOM

EXHIBIT 2
PARCEL  2
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
(NOT A SURVEY)
EXHIBIT 2 CONSISTS OF TWELVE !12) PAGES.
AND IS NOT COMPLETE WITHOUT ALL PAGES

N

•

200 100

'
I I 200	400
Seate: 1• = 400'

8 1.R.6,C. IAON ROD AND CAP IAS NOTED) LB	UCENSED BUSINESS
(0)	INFORMATION PER "PAR.ENT PARCELS" LEGAL OESCRJPTION

0 .R.
PG.

OFFICIAL RECOR.OS PAGE

PARCEL

LESS EXCEPT _ _ _ _
C,1SS  ROAD
MA:N AINEO RIGST-OF-WAV A$ SHOWN IN
>I.A  300K  14,  PACES  7S-86 ANC  C.  .  BIY-i<  7794. PC.  986-1C02

NOT   A PA.RT

Curve Table	
Chorel lcnl)th I Chotd ring	
c1	111.0s· i 21 0.45·I 31• 52· or	us .ss·	f N1 00' .tt"E	
o	I 13.97· i 213.sg• I 02·  ss· 33"	13.97•	I NSO• 31 ' 21"E	

-

.....

19llOARTOWIIOAO • <AlCEIANO.R.33801
OFRG: IW) -0	• FAX:1863) 9'0-- • en"11163) HZ-<018
EMAIi:1Nfoewococvn.COM

EXHIBIT 2
PARCEL 3
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
(NOT A SUR.VEY)

EXHIBIT 2 CONSISTS OF TWELVE (12) PAGES, ANO rs NOT COMPLETE WITHOUT ALL PAGES
I\EVISION   l   7/24119	PAGE 11 OF l

N

!

200 100 0

e1.uc. IRON ROD ANO CAP (AS NOTED)
L8	UCl:NSED SUSINESS
(DJ	INFORMATION PER "PAAEIII' PARCEl.S"
U:GAl. DESCRll'TlON
0.11.	OFf!CIAL IIECORDS
200	400	PG.	PAGE

scale:  I" = 400·

I

NOT A PART
NS9"S6••1• 19SS.39 "
NORTH UNE OF THE SOVTH 945 ' OF THE 001\THWEST I/& OF SECTION 20, TOWNSHIP 27 SOUTH. RANGE 26 EAST

f:PJ.J:!I Of 8F:C!NNINC
l" IRON PIPE-NO IOENTIF!CATION
SOUTHWEST CORNER OF THE NORTHWEST V. OF SECTION 39
SOUT1< UNE OF THE NORTHWEST 1/4 OF
SECTION 20. TOWNSHIP 27 SOUTH. RANGE 26 EAST 1
--NORTHUNEOFTHE NORTMJi20FTHESO\JTHWESTl/40F SECTION 20. TOWNSHIP 27 SOUTH. RANGE 26 EAST

AND  LESS  k   EXCEPT
COUNTY ROAD NO. 557
RICtir-cF-WAY AS SHOWN ON STAT:'. 0 FLORIDA STATE ROAD DEPARTMENT R1C><T-OF-WAY 'IA" SECTION 1629
PROJECT  5537
A. 0  O.R.  BOC);(  77 •. PC.  9SS- I 002
PARCEL 4 c!< ;
R"'Jt"'  DESICNATED POINT
0:,s'

I

¾• I. R.&C
(LS $l2G) :;

,.1·

;

e!)J»J'J.F--B.£Illli1i1_rjf;_
(TOGETHER WITH -  PARCEL •>

AS SHCJ

AND LESS tr EXCEPT
OLD LAKE ALFRED R0,1D
MAINTAINED !CHT-Of'-WAY
IN MAP SOCK 2. "AC[S 323-327
A O D.R. aCOK  n9•. PC. 986-)002
76.30"31-W
)(,• 1.R,S.C	Sl.•2'	: - •l .&C

,I
::::-l''Il !
I: I

!LB 8126)	S89'59'43-W	(lB 8 26)
 	C::RQ'"c;ca•.a,"'W  71n 7q•	,,,	c;RQ ,;c•4l"vJ c;,;.s \l'

SOUTH UNE OF T>IE NORTH 1/2 OF THE SOUTHWEST 1/4 OF
SECTION 20. TOWNSHIP 27 SOI/TH, RANGE 26 cAST

PARCEL 2

Curve Table	
Quve#	W!glll
=	Radius	Delo,	Chor<I Lenglh	CliOftlScorlng	
Cl		1830.57" 13"13' 14"	421.46'	SOS- 09" 36"E	
a	51.54'	18$0.57"	01· :is · 45•	Sl.$4'	sco• .is· os·!	
0	76839'	1492.39'	29• JG• 00"	759.93"	514"42'1.t"E	
C4	32,lS-	SD.CO'	36•   ,$2• 12•  I	31.62'	542' 40-W	
cs ! 486.74'	!147.00-	ir:i&·sr	"81.40'	57S' 1&• 15-W	
C& I %3.19'	:zo.oo·	&&· 25' 19"	2L91'	556· 47• O&"W	
C7	274.54" I,s.00- I 89° 53' 07"	247.24'	N4S' 03" 03-W	
ca	151.36" j 250.ocr	34• •1· zr	149,06'	Nl7" 27" S0-W	
C!I	n 1e- i so.oo-	36° Sl' 12·	ll.62"	N78" 58' S2'I:	
CID	ilOS.53' 1027.00'	17• 02' 44•	304,.41'	N69• 04' orE	

 	S? g

1925 BARTOWROAO • LAICBANQ.Fl.33801
OFFICE:(8&3)940-20CQ • FAlC:(863)- • ctU:(SS)
IS62•0Cl18
l!MAll:JNFOOwOOOa\llLCC)

EXHIBIT 2
PARCEL4
SKETCH TO ACCOMPANY LEGAL DESCRIPTlON
(NOT A SURVEY)
EXHIBIT 2 CONSISTS OF 'TWELVE (12) PAGES AND IS NOT COMPLETE WITHOUT ALL PAGES
REVISION   l    9/20n9	PAGE 12 OF 1

. r •

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t

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:CASS RD ,

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C J  '	-t.•

DISTRICT
-	BOUNDARY

DISTRICT
  BOUNDARY----

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CASS ROAD, OLD LAKE ALFRED ROAD AND CR 557 ARE NOT INCLUDED IN THE COD.

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....	: I
Ill
an
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0

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        _)	.	Engineering,   LLC

1925 BARTOW ROAD ' LAKELAND, FL 33601
OFACf: (863)94C>-ZO-IO • FAX: (863) 940-2044 • CELl:(863) 662--0018
EMAIL: INFOOWOODCMLCOM

EXHIBIT 3
EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT DISTRICT BOUNDARY

NO
SCALE

PROPOSED	•
CDD DI STRICT,

VLDR

\,-.l U

1

Ji:: WoOOD	LEGEND

N

COMPOSITE EXHIBIT 4 EDEN HILLS COD

(x	ASSOCIATES
-	Engineering,   I.LC
1925 BARTOW ROAD ' LAKELAND, fl 33801
OFFICE: (863) 940·2040 • FAX: (863) 940-2044 • cm: (863) 662-0018
EMAIL: INfO@WOOOCMLCOM

D CON • CONSERVATION
D	VLDR • VERY LOW DENSITY RESIDENTIAL
D	LOR - LOW DENSITY RESIDENTIAL

EXISTING FUTURE LAND USE CITY OF LAKE ALFRED

NO
SCALE

PROPOSED CDD DISTRICT

VLDR

1925 BARTOW ROAO • LAKELAND, fL 33801
Ofl!CE: (863) 940-2040 • FAX: (863) 940-2044 ' Cfll:(863) 662-0018 EMAIL:INFO@WOOOCMLCOM

LEGEND

D

CON - CONSERVATION
D VLDR • VERY LOW DENSITY RESIDENTIAL
D	LDR • LOW DENSITY RESIDENTIAL

COMPOSITE EXHIBIT 4 EDEN HILLS COD
PROPOSED FUTURE LAND USE CITY OF LAKE ALFRED

N

NO
SCALE

N

R-lAAA

PROPOSED CDD DISTRICT J

R-lAAA

NO
SCALE

.  PROPOSED   I
CDD DISTRICT-	-1= =  ;:;:::;:-"-	=	::-i

.-.
•        I               ••,

··•   •    u•        •  •         '.:      : •.	'1 , 11 l

1925 BARTOW ROAi> ' LAKELAND. FL33001
OFFICE: (861) 940-2040 ' FAX: (863) 940-2044 ' CELI: (86i) 662--0018 EMAIi: JNFO@WOODCMLCOM

LEGEND

D

CN • CONSERVATION
D	R-IAAA. SINGLE FAMILY DWELLING DISTRICT

EXHIBIT 5  EDEN HILLS COD ZONING MAP
CITY OF LAKE ALFRED

. '
	 '\
"	PROPOSED
CDD DISTRICT

CDD DISTRICT

, 1 ,, , K ( Ln

L-P-R-O-P-O-S-E-D..il

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i:    '  t•  ..·•.,- -!' '..

( ••• :ii. =, . • ·,._c...

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LEGEND

COMPOSITE EXHIBIT 6

Z U--f'	O< ASSOCIATES	 	
 	J	Engineering, LlC
1925 BARTOW P.oAD • IAKELAND, Fl 33801	  
OFFICE: (861)!M0-2040 • FAX: (Q6l) 9-40-2044 • CELL: (861) 662.()()1B UMIL: INfO@WOODCMLCOM

    	EXISTING 12" WATER MAIN
(FM) -   -	EXISTING 5• FORCE SEWER MAIN

EDEN HILLS COD WATER & FORCE MAINS

NO
SCALE

i

I
)
!
j

I
-	"--

-

--     - -  -- ..

/
WETIAND AND

)(··

FLOOD ZONE AE	/

'

/	'	·,
'

1925 BARTOW ROAD • LAKflAND, FL33BOI
OFFICE: (1631 940·2040 • FAX: (£63) 94().204,I • cut.: (163) fi6Z.()C)l8 EMAIL: lNfO@WOODCMLCOM

LEGEND
_... _,_ FLOW DIRECTION

*There are no streams, ditches, rivers or manmade outfalls within the district. There are swales along CR 557, Cass Road, and Old Lake Alfred Road.

- - - - - DRAINAGE BASIN

COMPOSITE EXHIBIT 6 EDEN HILLS COD DRAINAGE MAP

NO
SCALE

Composite Exhibit 7 Eden Hills
Community Development District Summary of Probable Cost

Infrastructure1 11	Phase 1
{142 Lots }
2019-2023	Phase 2
(242 Lots )
2019-2024	Phase 3 (189 Lots)
2020-2025	Phase 4
(166 Lots)
2020-2025	
Total
1739 Lo ts)	
						
Offsite Improvements to County Road 557 151161	40,00.000	85,000.00	67,000.00	58,000.00	250,000.00	
Offsite Roadway Improvements to Old lake Alfred Road, Cass Road, and Adams Barn Road	48,000.00	102,000.00	80,000.00	70,000.00	300,000.00	
Stormwater Management 12113 1151!51	1,300,000.00	2,220,000.00	1,750,000.00	1,520,000.00	6,790,000.00	
Utilities (Water, Sewer, & Street Lighting) l5116ll 81	680,000.00	1,200,000.00	910,000.00	800,000.00	3,590,000.00	
Internal Roadways (not referenced above) 14ll5ll6ll161	480,000.00	820,000.00	650,000.00	570,000.00	2,520,000.00	
Entry Feature 161t71	130,000.00	270,000.00	210,000.00	190,000.00	800,000.00	
Parks and Recreational Facilities1  61	190,000.00	410,000.00	320,000.00	280,000.00	1,200,000.00	
Contingency	250,000.00	545,000.00	420,000.00	285,000.00	1,500,000.00	
TOTAL	$3,118,000.00	$5,652,000.00	$4,407,000.00	$3,773,000.00	$16,950,000.00	

Notes:
Infrastructure consists of public roadway improvements, stormwater management facilities, master sanitary sewer lift station and utilities, entry feature, landscaping and signage, and parks and recreational facilities.
Excludes gr ading of each lot both for initial pad construction in conjunction with home construction, which will be provided by home
builder.
Includes stormwater pond excavation. Costs do not include transportation to or placement of fill on private property.
Includes sub-grade, base, asphalt paving, curbing, and civil/site engineering.
Includes subdivision infrastructure and civil/site engineering.
Estimates are based on 2018 cost.
Includes entry features, signage, hardscape, landscape, irrigation and fencing.
CDD will enter into a Lighting Agreement with TECO for the street light poles and lighting service. Only undergrounding of wire in public right-of-way on District Land is included.
Estimates based on Master Infrastructure to support development of 739 lots.
Internal sidewalks shall be constructed along common areas only.

Composite Exhibit 8 Eden Hills
Community Development District Summary of Proposed District Facilities

District Infrastructure	
Construction	
Ownership	
Capital Financin g*	0 12eration and	
				Maintenance	
					
Offsite Improvements to
CR557	District	Polk County	District Bonds	Polk County	
Offsite Roadway Improvements to Old Lake Alfred Road, Cass Road, and Adams Barn Road	

District	

Polk County	

District Bonds	

Polk County	
Stormwater Facilities	District	District	District Bonds	District	
Lift Stations/Water/Sewer	District	City of Lake Alfred**	District Bonds	City of Lake Alfred	
Street Lighting/Conduit	District	District****	District Bonds	District	
Internal Roadways (not referenced above) ***	District	City of Lake Alfred	District Bonds	City of Lake Alfred	
Entry Features & Signage	District	District	District Bonds	District	
Parks and Recreational Facilities	District	District	District Bonds	District	

*Costs not funded by bonds will be funded by the developer.
** Utilities and internal roadways constructed by the District and conveyed to the City of Lake Alfred will be constructed to City standards.
*** Internal roadways will be public and non-gated.
****Street Lighting/conduit shall be owned and maintained by the District or the District shall enter into a lease agreement with TECO.

- - ·-  -  -: ---:'

SECTION V- I

ASSIGNMENT OF FISCAL YEAR 2019/2020 BUDGET FUNDING AGREEMENT

This Assignment of that certain EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT FISCAL YEAR 2019-2020 BUDGET FUNDING AGREEMENT (“Assignment”) is made this 13th day of May, 2020, by and between JMBI REAL ESTATE LLC, a Florida limited liability company, with a mailing address of 346 E. Central Avenue, Winter Haven, Florida 33880 (“Assignor”), HIGHLAND SUMNER, LLC, a Florida limited liability company with a mailing address of 346 E. Central Avenue, Winter Haven, Florida 33880 (“Assignee”), and the EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT, a local unit of special-purpose government established pursuant to Chapter 190, Florida Statutes, being situated in Lake Alfred, Florida, and whose mailing address is c/o Governmental Management Services-Central Florida, LLC, 219 E. Livingston Street, Orlando, Florida 32801 (“District”).

RECITALS

WHEREAS, the District is a special unit of local government established pursuant to and governed by Chapter 190, Florida Statutes; and

WHEREAS, Assignor and the District entered into that Fiscal Year 2019-2020 Budget Funding Agreement dated November 1, 2019, attached hereto as Exhibit A (“Agreement”), in lieu of the District levying and collecting non-ad valorem assessments to fund the District’s Fiscal Year 2019/2020 budget; and

WHEREAS, upon assignment of the Agreement, the Assignee shall assume responsibility for the terms of use provided pursuant to the Agreement; and

WHEREAS, Assignor desires to assign all of its rights and obligations under the Agreement to Assignee, and Assignee desires to accept such assignment, and the District desires to express that it agrees with and has no objection to such assignment.

NOW, THEREFORE, based upon good and valuable consideration and the mutual covenants of the parties, the receipt and sufficiency of which are hereby acknowledged, the Assignee and the Assignor agree as follows:

INCORPORATION OF RECITALS. The recitals stated above are true and correct and by this reference are incorporated herein as a material part of this Assignment.

ASSIGNMENT OF AGREEMENT. Assignor hereby assigns to Assignee all of Assignor’s rights and obligations under the Agreement. Assignee hereby accepts the foregoing assignment and assumes all of Assignor’s rights and obligations under the Agreement as of the Effective Date herein. The District hereby consents to this Assignment.

EFFECTIVE DATE. This Assignment shall become effective upon the District’s receipt of proof of conveyance of the property subject to the Agreement and property sale closing.

NOTICES. Upon this Assignment, notices pursuant to the Agreement shall be in writing and shall be delivered to the Assignee as follows:

If to the Assignee:	Highland Sumner, LLC 346 E. Central Avenue
Winter Haven, Florida 33880 Attn: Rennie Heath

If to the District:	Eden Hills Community Development District
219 E. Livingston Street Orlando, Florida 32801 Attn: Jillian Burns

With copy to:	Hopping Green & Sams, P.A.
119 S. Monroe Street, Suite 300
Tallahassee, Florida 32301 Attn: Roy Van Wyk

EXECUTION IN COUNTERPARTS. This Assignment may be executed in any number of counterparts which, when taken together, shall constitute one and the same instrument.

ACKNOWLEDGED BY:

EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT

ASSIGNOR:

JMBI REAL ESTATE, LLC,
a Florida limited liability company

 	

Vice/Chairperson, Board of Supervisors

By:   	
Its:   	

ASSIGNEE:

HIGHLAND SUMNER LLC
a Florida limited liability company

By: Heath Construction and Management, LLC Its: Manager

By: Warren K. (Rennie) Heath II
Its: Manager

Exhibit A:	Fiscal Year 2019/2020 Budget Funding Agreement dated November 1, 2019

EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT FISCAL YEAR 2019-2020 BUDGET FUNDING AGREEMENT

THIS AGREEMENT ("Agreement") is made and entered into this 1st day of November, 2019, by and between:

EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT, a local unit of special­ purpose government established  pursuant to Chapter 190, Florida Statutes, with a mailing address of 135 West Central Boulevard, Suite 320, Orlando, Florida 32801 (the "District"), and

JMBI REAL ESTATE, LLC, a Florida limited liability company, with a mailing address of346 East Central Avenue, Winter Haven, Florida 33880 ("Developer").

RECITALS

WHEREAS, the District was established by Ordinance No. 1422-19 adopted by the City Commission of the City of Lake Alfred, Florida, for the purpose of planning, financing, constructing, operating and/or maintaining certain infrastructure; and

WHEREAS, the District, pursuant to Chapter 190, Florida Statutes, is authorized to levy such taxes, special assessments, fees and other charges as may be necessary in furtherance of the District's activities and services; and

WHEREAS, Developer presently owns and is developing portions of all real property described in Exhibit A, attached hereto and incorporated herein by reference ("Property") within the District, which Property will benefit from the timely construction and acquisition of the District's facilities, activities and services and from the continued operations of the District; and

WHEREAS, the District is adopting its general fund budget for the fiscal year 2019-2020, which concludes on September 30, 2020 ("Budget"); and

WHEREAS, the Budget, which both parties recognize may be amended from time to time in the sole discretion of the District, is attached hereto and incorporated herein by reference as Exhibit B; and

WHEREAS, the District has the option of levying non-ad valorem assessments on all land, including the Property, that will benefit from the activities, operations and services set forth in the Budget, or utilizing such other revenue sources as may be available to it; and

WHEREAS, in lieu oflevying assessments on the Property, Developer is willing to provide such funds as are necessary to allow the District to proceed with its operations as described in Exhibit B; and

WHEREAS, Developer agrees that the District activities, operations and services provide a special and peculiar benefit equal to or in excess of the costs reflected on Exhibit B to the Property; and

WHEREAS, Developer has agreed to enter into this Agreement in lieu of having the District levy and collect any non-ad valorem assessments as authorized by law against the Property located within the District for the activities, operations and services set forth in Exhibit B;and

WHEREAS, Developer and the District desire to secure such budget funding through the imposition of a continuing lien against the Property described in Exhibit A and otherwise as provided herein.

Now, THEREFORE, based upon good and valuable consideration and the  mutual covenants of the parties, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows:

SECTION 1. The recitals stated above are true and correct and by this reference are incorporated herein as a material part of this Agreement.

SECTION 2.  Developer  agrees to make available  to the District the  monies  necessary for the operation of the District as called for in the Budget attached hereto as Exhibit B, as may be amended from time to time in the District's sole discretion, within fifteen (15) days of written request by the District. Amendments to the District's Budget as shown on Exhibit B adopted by the District at a duly noticed meeting shall have the effect of amending this Agreement without further action of the parties. Funds provided hereunder shall be placed in the District's general checking account. In no way shall the foregoing in any way affect the District's ability to levy special assessments upon the property within the District, including any property owned by Developer, in accordance with Florida law, to provide funds for any unfunded expenditures whether such expenditures are the result of an amendment to the District's Budget or otherwise. These payments are made by Developer in lieu of taxes, fees, or assessments which might otherwise be levied or imposed by the District.

SECTION 3. The District shall have the right to file a continuing lien upon the Property described in Exhibit A for all payments due and owing under the terms of this Agreement and for interest thereon, and for reasonable attorneys' fees, paralegals' fees, expenses and court costs incurred by the District incident to the collection of funds under this Agreement or for enforcement of this lien, and all sums advanced and paid by the District for taxes and payment on account of superior interests, liens and encumbrances in order to preserve and protect the District's lien. The lien shall be effective as of the execution of this Agreement. If Developer fails to pay sums due according to the terms of this Agreement, at the District Manager's direction, the District may bring an action at law against the record title holder to the Property to pay the amount due under this Agreement, or may foreclose the lien against the Property in any manner authorized by law. The District may partially release any filed lien for portions of the Property subject to a plat if and when Developer has demonstrated, in the District's sole discretion, that such release will not materially impair the ability of the District to enforce the collection of funds hereunder.
SECTION 4. This Section provides for alternative methods of collection. In the event Developer fails to make payments due to the District pursuant to this Agreement, and the District first provides Developer with written notice of the delinquency to the address identified in this

Agreement and such delinquency is not cured within five (5) business days of the notice, then the District shall have the following remedies:

In the alternative or in addition to the collection method set forth in Section 2 above, the District may enforce the collection of funds due under this Agreement by action against Developer in the appropriate judicial forum in and for Polk County, Florida. The enforcement of the collection of funds in this manner shall be in the sole discretion of the District Manager on behalf of the District. In the event that either party is required to enforce this Agreement by court proceedings or otherwise, then the parties agree that the substantially prevailing party shall be entitled to recover from the other all costs incurred, including reasonable attorneys' fees and costs for trial, alternative dispute resolution, or appellate proceedings.

The District hereby finds that the activities, operations and services set forth in Exhibit B provide a special and peculiar benefit to the Property, which benefit is initially allocated on an equal developable acreage basis. Developer agrees that the activities, operations and services set forth in Exhibit B provide a special and peculiar benefit to  the Property equal to or in excess of the costs set forth in Exhibit B, on an equal developable acreage basis. Therefore, in the alternative, or in addition to the other methods of collection set forth in this Agreement, the District, in its sole discretion, may choose to certify amounts due hereunder as a non-ad valorem assessment on all or any part of the Property for collection, either through the Uniform Method of Collection set forth in Chapter 197 or under any method of direct bill and collection authorized by Florida law. Such assessment, if imposed, may be certified on the next available tax roll of the Polk County property appraiser. Developer hereby waives and/or relinquishes any rights it may have to challenge, object to or otherwise fail to pay such assessments if imposed, as well as the means of collection thereof.

SECTION 5. This instrument shall constitute the final and complete expression of the agreement between the parties relating to the subject matter of this Agreement. Amendments to and waivers of the provisions contained in this Agreement may be made only by an instrument in writing which is executed by both of the parties hereto.
SECTION 6. The execution of this Agreement has been duly authorized by  the  appropriate body or official of all parties hereto, each party has complied with all the requirements of law, and each party has full power and authority to comply with the terms and provisions of this instrument.
SECTION 7. This Agreement may be assigned, in whole or in part, by either party only upon the written consent of the other, which consent shall not be unreasonably withheld.
SECTION 8. A default by either party under this Agreement shall entitle the other to all remedies available at law or in equity, which shall include, but not be limited to, the right of damages, injunctive relief and specific performance and specifically including the ability of the District to enforce any and all payment obligations under this Agreement in the manner described herein in Sections 3 and 4 above.

SECTION 9.  This Agreement  is solely for the benefit of the formal parties herein  and no right or cause of action shall accrue upon or by reason hereof, to or for the benefit of any third party not a formal party hereto. Nothing in this Agreement expressed or implied is intended or shall be construed to confer upon any person or corporation other than the parties hereto any right, remedy or claim under or by reason of this Agreement or any provisions or conditions hereof; and all of the provisions, representations, covenants and conditions herein contained shall inure to the sole benefit of and shall be binding upon the parties hereto and their respective representatives, successors and assigns. In the event Developer sells or otherwise disposes of its business or of all or substantially all of its assets relating to improvements, work product, or lands within the District, Developer shall continue to be bound by the terms of this Agreement and additionally shall expressly require that the purchaser agrees to be bound by the terms of this Agreement. In the event of such sale or disposition, Developer may place into escrow an amount equal to the then unfunded portion of the applicable adopted Budget to fund any budgeted expenses that may arise during the remainder of the applicable fiscal year. Upon confirmation of the deposit of said funds into escrow, and evidence of an assignment to, and assumption by the purchaser, of this Agreement, Developer's obligation under this Agreement shall be deemed fulfilled and this Agreement terminated. Developer shall give 90 days prior written notice to the District under this Agreement of any such sale or disposition.

SECTION 10. This Agreement and the provisions contained herein shall be construed, interpreted and controlled according to the laws of the State of Florida. The parties agree and consent to, for the purposes of venue, the exclusive jurisdiction of the courts of Polk County, Florida.

SECTION 11. This Agreement has been negotiated fully between the parties as an arm's length transaction. The parties participated fully in the preparation of this Agreement with the assistance of their respective counsel. In the case of a dispute concerning the interpretation of any provision of this Agreement, the parties are each deemed to have drafted, chosen and selected the language, and the doubtful language will not be interpreted or construed against any party.

SECTION 12. Developer understands and agrees that all documents of any kind provided to the District in connection with this Agreement may be public records and treated as such in accordance with Florida law.

SECTION 13. This Agreement may be executed in any number of counterparts, each of which when executed and delivered shall be an original; however, all such counterparts together shall constitute, but one and the same instrument. Signature and acknowledgment pages, if any, may be detached from the counterparts and attached to a single copy of this document to physically form one document.

SECTION 14. This Agreement shall be effective after execution by both parties hereto. The enforcement provisions of this Agreement shall survive its termination, until all payments due under this Agreement are paid in full.

[Signatures on next page]

IN WITNESS WHEREOF, the parties execute this Agreement the day and year first written
above.

ATTEST:	EDEN HILLS COMMUNITY
DEVELOPMENT DISTRICT

er  eQtarty/6Ass.Uistan: WITNESS:

retary

Exhibit A: Exhibit B:

Property Description
Fiscal Year 2019-2020 General Fund Budget

Exhibit A Property Description

EDEN HILLS CDD
LEGAL DESCRIPTION

PARCEl.1
TH! S.l/i Of' S£•1/4 AND E l/2 Of SW-l/4 OF SECTION 19, 'rOWNSHlP 27 SOUTH, AANGE 26 EAST, POLK COUNiY, FLORIDA,
LESS ROAD RIGl-¼TOFWAY OF CASS ROAO.
PARCEl.2
THE SM OF THE SW¼ Of S£cnoN 20, TOWNSlilP l7 SOUTH, RANGE 26 EAST, LESS AND EXCEPT All ROAOWAVS AND
EASEMENTS OF RECORD OR IN USE, LYING AND BEING IN POU( COUNTY, Fl.ORICA.
PARCni
COMMe CING Ar rHE SEC'flON POST AT THE NORTHEAST CORNER OF l'HE NE li OF :SECTION 30, TOWNSHIP 2? SOUTI-1, RANGE 26 T, RUNNING Tl-11:NC'E IN A WESTERLY DIRECTION Al.()NG TliE NORTH LINE OF SAIO SECTION i290 FEET; THENCE SOUTH 685 FEET; THENCE IN AN EASTER.LY DIRECTION PAAALI.EL iO THI: NORTH UNE Of SAJO S€CTION TO rHI: EAST LINE OF SAID SECTIOl'f ANO THE.NC£ IN A ORTHERJ..Y DIRECTION TO THE PLACE OF BEGINNING, LESS ROAD RIGHT OF WAY Of CASS
ROAO.

PARC&L4
iHE SOUiH 94S fEIIT OF THE NW" AND THEN lS OF TI-IE SW X OF SEC'l'ION 20, TOWNSHIP 27 SOUTH, AANGE 26 wt, LESS AND EXCEPT A PARCEL OF LAND 01;.SCRl&EO A$ FOi.J.OWS; 8£GINNING AT A POINT 9,4:). FE.ET NORTH OF THE SOUTHEAST CORrmi OF TtfE N ,S OF THE SW ¼ , RUN THEN<:£ NORTH A.LC>t4G l'Ht HAlF SECTION LINE A DISTANCE OF 1929 FEIT TOTHE NORTH BOUNl)ARY OF THE A60VE DESCRIBED PROPERTY, RUN 1HENC£ W£ST A DISTANCE OF S62.3 FEIT, RUN THE a SOUTH 16"15' EAST A DISTANCE OF 2009.3 FEET TO THE POINT OF BliEilNNING.	.
LESS & EXCl:PiiHE FOU.OWING OES IBfO PARCElS!

..

THAT PORTION OF CASS ROAO MAINTAINED RIGHT-OF-WAY AS SHOWN IN MAP BOOK 14, PAGES 78 TiiROUGH 86, AND OFFICIAL. RECORDS 800K 7794, PAGES 986 THROUGH 1002.. PUBLIC AECORDS OF POLK COUNTY, flOFU0A, IN SECTlONS 19, 20, AND 30 TOWNSHIP 27 SOUTI-1, AANGE 26 EAST, POI...K COUNTV, FLORIDA.

AND LESS & EXCEPT

THAT PORTION OF OLO I.AKE AlFRED ROAD AS RECOR.OED IN MAP 800K 2, PAGES 323 THROUGH 3:27, ANO OFFICIAL RECORDS BOOK 7194, PAGES 986 THROUGH 1002, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, iN SECTlON 20, TOWNSHIP 27 SOUTI-1, RANGE 26 EAST, POLK COUNTV, Fi.ORIOA.

ANO LESS & EXCEPT

RIGHT-OF-WAY PARCELS FOR COUNTY ROAD SS7 AS SHOWH ON STATE OF FLORIDA STATE ROAD DEPARTMENT RIGHT-OF-WAY MAP SECTION 1629 PROJt:cr 5S37, ANO OFf'IOAL RECORDS SOOK n94, PAGES 986 THROUGH 1002, PUBLIC RECORDS OF POU< COUNTY, FLORIDA.
-	-
-	-

.l	:  A 10 0	D
V	ASSOCIAiES
------' .	f,. ,,. Pti"ll• UC
"25-,0WIIDI.O • !A!Qil.AND, r )38C1
Ol!'XE:Cl63)94D,WIII • ('Bl • O.U: ll6R-wll
EWl1' IN"""'IOODCMUQ\j

EXHIBIT  2 ·
EDEN HILLS
COMMUNITY DEVELOPMENT DISTRICT LEGAL DESCRIPTION
IIEVISJON    l   7n4fl.t
R.MSIDK  2  ilt2D/lll	PAG l OF 12

1HOSE_PARTS MORI! PARTIClllAKLY MSCRIBl:D AS:
PARCEL!
BEGIN AT A S/tf' tRON ROD AND CAP "LB S450" STANDING AT lHll NORTHWEST CORNE!\ OF TliE EAST ½ OE= iHE si5uiHWEST 1/4 OF ABOVE SA.10 SECTION 19, ANO R\JN THENCE ALONG THE NORTH LINE OF THE EAST¼ OF THE S0t1111WEST 1' 0.F SAID SECTION 19 N-89"59'47"-£, 1321.68 FEET TO THE NORTHEAST CORN£Ft OF THI: cAST K OF THE SOUTHWEST 1' OF SAID SECTION 19; THENCE AlOIIIG TltE EAS'i LINE OF THE AST Ii OF THE SOUTHWEST ¼ OF SAID SECTION 19 S-00-08'2S"•E.132S,9G FEET TO A POINT Ql>l THE NOflTH UNE OF' THE SOUTH Ji OF THE SOUTHEAST 3' OF SAIO SECTION 19; THENCE ALONG THE Notmi LINE Of YHE $0lffl{ )$ OF THE SOUTHEAST¼ OF SAID SECT1()N 19 $-$9•53'2W•E. 2637,88 FEET TO AS/8 IRON ROD AND CAP •LS 5450" STANDING 01'4 THE WEST£RI.V MAIITTAINiD RIGHT-OF-WAY l1N£ OF CASS ROAD ACCORDING TO MAP 800K 14, PAGES 78 iHROl,IGH 8Q (INCllJSIVE), ANO OFFIOAi. RECORDS BOOK 7794, PAGES 986 THROUGH 1002 (INClUSIVE}, PUBLIC. REC.OROS OF POU( COUNTV, FLORIDA; iHENCE ALONG SAID WE'STERLY
MA!NTAINEO RIGHT-OF-WAY UNE TI-IE rOLt.OWING 'TWELVE (12) COURSeS: 1) s-02•15•09...w.13.10  £Er iO A S/8" IRON
ROD ANO CAP LB "8126"; THENOa 2) N-139957'27 -w. 12.08 FEEiiO A S/8" IRON ROD ANO CAP HL8 &i26"'; THENCE a) S-00-01'04N-E, 81.82 FUT; THENCE 4) N-8r37'4i'"•W, 0.97 FE£T; Tt'.!l;NCi: S) 5-00"02'SS"•W. s3,g9 1=£1::'i'; 1HeNCE 6) S-00-14'01"-£, u .24 fl;fT THfNC£ 7) s-oo·o1'04·•E. 418.6:Z FllEr;iKENCE 8}s-oo·34'.59"-W. 258.08 fEErTO A Stp:' IRON ROD ANO CAP "'1.8 8126"; THENce 9) s.os·24'19"-W. 43.23 FEET TO A POU'fT Of CURVE CONCAV£ NORTiiWESTERLY; iHENCE 10} SOl,JTHWffle:Ri-Y Al.ONG SAID OJ!WE HAVING A RADIUS OF 246.83 !'Ea", A. CENTRAL ANGL£,IDEL'rA OF 14•S4'2S", A CHORD B ING OF S-18"09'26"-W, A CHOIIO D1STANC£ OF 64,04 FEET, FOR AN ARC 1.ENGTli OF 64.22 Fl:Ei TO A POINT OF COMPOl,INO cuivE COr-fCAVc NORTHWESTERLY; THENCE ll) SOUTHWESTERLY ALONG SAID CURVE KA.YING A RADIUS OF 213.S9 Fl:E'r, A CENTRAL ANGl.f/DELTA OF 16*06'0S", A CHORD BEARING Of 5-43•12·1r-w, A CHORO OISTANCE OF 59.a3 !'EET, FOR AN ARC LcNGTH OF 60.Ql FEET TO A POINT OF COMPOUND CURVE CONCAVE NORTHWESTEfU.Y: TH£NC 12) SOllTHWESTERL)' ALONG SAID CURVE HAVING A RADIUS OF 150,4S FEa, A CE.NTAAI. ANGLE/DELTA OF 07"2:t4Ei", A OIORO Sf.AAING OF s-51"45'46N•W, A CHORD 01ST.ANC£ OF 19.36 Fi!EI", FOR Afll ARC LENGT:H OF 19.38 FfEi TO A 5/&" IRON ROD AND CAP STANDING 00 THE NORTHERLY MAINTAINED RIGHT-OF-WAY LINE OF SAIC CASS ROAO; THENCE ALONG SAID NORlHERLY MAJHTAll'ofEO RIGHT-OF-WAY LINE lHE: FOlJ.OWING FORl'f (Ml COURSES: 1)S-SS"38'37"•W, 1S3.54 FEeT; THl;NCE 2) s-19•10-ir-w, 216A4 FEET; THENCE 3) S--99"11'i3"'•W,188.18 FEET; TllENCE 4) N•39"38'32"-W, 298.21 FE£T; THEt-lce 5) N·89"S3'42":.w, 234..77 FEET;TtiENCE 6) N-89.37'59"-W, 217.84 FEET;
nieNce ,1$-89"30'50"-W, 250.08 fEET; iHENCE 8) N•89"5,5'()S"'-W, 231,89 fEET; tHENCE 9) N-89•49'48" w. i70.34 FEET;
THENCE 10} N-4!8.49'36"·W, 59.54 FEEf; THENCE 11) N-80"07'S2••W,37.96 FEEi; iHENCE 12) N-85'14'01.,•W, 17.09 fEET; iHENCI: 13) N-70"S9'o:t'-W, lS.15 FeeT; THENCE 14) l'f•6S"SS'S7"•W, 21.10 FEET; TlieNCE 15) N•67"0S'S9"•W, 98.n FEET TO A POINT OF CURVE CONCAve SOUTHW£5nRLY; THENCE 16) NO:RTHWESTERLY At.ONG SAID CURVE HAVING A RAOIUS OF 523.28 FEET, A qNTRAl,. .ANGl.f;/DELTA OF 1i·so·os", A CHORD BEARING OF K-Sr01'l6"-W, A CHORD OISTANCE QF 126.06 FEET, FOR ARC U:NGTH OF 126.36 F£ET; ii1£NCE 17) N-68.58'37"'-W, 34.06 FEET; ™EfllCE 18) 5-89'31'05 -w,
19.?5 FEET TO A POINT oi: OJRVE CONCAVE SOUTHERLY; THENce 19) NORTHWESiERl.Y ALONG SA.It> CURVE HAVING A RAOJIJS OF Sll. 28. FEET, A CENTRAL ANGLE/OELTA OF 03"49'37'", A CliOlm REARING OF N-s1•39•02·-w. A CHORD DISTANCE OF .94 Fl;l;T, FO AN ARC LENGTH Of 34.95 FEET; THENCE 20) S-89+t4'01"•W, 6&.62 FEET TO A POINT QF' CURVE CONCAVE NOflntERLV; TI-IENCE 21) NORTHWESTERLY ALONG SAID CURVE HAViNG A RADIUS OF 260.(i.4 FEET, A CENTRAL ANGLE/DELTA OF 26"43"30", A CHORD BEARING OF N-74.29'03"-W, A CHORD DISTANCE OF 120.47 FEET, FORAN ARC lENGTl-1 OF !2l.57 FEET TO A POINT OF COMPOUND CURVE CONCAVE NORTHWESTERLY; THENCE 22) NOf<T+lWE-STERLY ALONG SAID CURVE HAVING A RADIUS OF 242.4S FEEr, A CENlRAL ANGLE/DELTA OF 34'55'23 , A CHOIU> aEARING OF N-40"04'24••W, A CHORO OIS1ANC1: OF 14 .50 FEET, FOR AH ARC LEr.lGrH OF 147.78 FEET; THENCE 23} N-2rS7'4Y•W, SO.OS FEET TO A POINT OF CURVE CONCAVE SOt.lTHWfmtu.Y; THt:NCE 24} NORTHWESTERlY Al.ONG SAID CURVE HAVING A RA.OIUS Of 259.S? FEET, A Ca-lTRAl. ANGU;/PEI.TA OF 4r51'20"', A CHORD BEARING OF N-S4"10'2r-w, A CHORD OISTANC£ OF= 210,80 FEET, FOR AN ARC 1.eNGTH OF 211.os f=EET; THENCE 25) l'His•o&'24"•W,
17.01 FEET; THENCE 26) $-89•09'06""-W, 24.96 FEET TO A POlt« OF CURVE CONCAVE SOUTHERLY; iliENCE 27} SOUTHWESTERLY ALONG SAIO CURVE HAVING A RADIUS OF 241.94 FEET, A CENTRAL ANGLE/01:LTA Of 13•31'S8"', A CHORD SEARING OF S.89'09'05"•W, A CHORD OISTANCE OF 57.01 FEET, FOR AN ARC LENGTH OF 57.14 FEET; THENCE :ts) 5 •09'06 -w, W.44 F ET; THENCE 29) s.7s•16'll'•W, 14.14 FF;ET;THENCE 30) s-s9•52'40"•W, 13.79 FEETiO A POINT OF
-	CURVE CONCAVE SOUTHEAST£RLV; THENCE .31) SOUlHWESTERLY A.lONG SAIO CURVE ffAVING A RADIUS OF 241.94 FE£'T,
A CENTRAL ANGLE/DELTA OF OS"46'lS"', A. CHORD BEARING OF S-68"16'4r w, A CKORO otSTANCE OF 24.37 rEET, FOR AN
ARC t.£NGTH OF 24.3S FEET; THENCE 32) S-i3"03'02"•W, 85.21 FEET; THENCE 33) s-54•14•sr-w, 92.99 FEa ro A POINT
Or CURVi CONCAVE NOFli.. ERLY; iHENCI: :!4) SOUTHWEST.ER.LY AlONG SAID CURVE HAVING A RADlUS OF 'l.57.7l Fm, A
-	CeNiRAlANGLE/DELTA OF 26"37129",A CHORD SEARING OF s-86.10'03"•W, A CHORD DISTANCE  OF 118.GS fEET, FORAN	

...

-	
EXHIBIT 2	
EDEN HILLS	
COMMUNITY DEVELOPMENT DISTRICT	
LEGAL DESCRIPTION	
IIE\IISIDN l 7{Vl/19	
A@YISl0Jij   2   t/2D/IS	PAGE 2 OF 12	

(l.\
ARC lENGTH OF 119.75 FEET; THENCE 35) N•67•10°39"•W, 37.65 FEEf;THENCE 35) N•66•54'31"-W, 65.ES FEET TO A POINT Of CURVE COttCAVe. SOIJTHW£Sl'ERLl; iHtNCE 37) NOIITTfWfmRLY Al.ONG SAID CURVE HAVING A I\AOIUS or 475.61 FEET, A CENTRAL ANGLE/t)ElTA OF 12'03'04", A CHORD SEARING OF N-68•5S'2SN•W, A CHORO DISTANCE OF 99.85 FEET,
FOR AN ARC LENGTH Or 101)..04 FEEi ro A POlN'f OF COMPOUNO  CURVE CONCAVE SOIJTHWESTERL V; THENCE 38)
NORTHWEST£1\1Y Al.ONG SAID CURVE HAVING A RADIUS OF 415.63 FEET, A CENTRAL ANGl.E/OELTA OF 14'11'59", A CHORD BEARING OF N-79•41'42"•W, A CHORD DlSTANCE Of 102.74 FE£T, fOR AN ARC LENGTH OF 10,;.01FEETlO A l'OINT OF COMPOUND QJR.VE CONCAVE SOU'TliERt.Y; THENCE 39} SOUTHWESTERLY ALONG SAIO CURVE HAVlNG A RADIUS OF
800.61 l'Ert,A CE iRALANGLE/DELTA OF oa•s9'50", A CHORD BEARING OFS-S SS'SS"•W, A CHO D OlSTANClE OF 125.59 FEl;T, FOR AAC Ll;NGTl-i OF 125.72 FEET TO A POltrr OF COMPOUND <:UR\/E  CONCAVE SOUTHEASTEIU-Y;1'1-1.ENCE 40} SOUTHWESTERLY ALONG SAIi) CURVE HAVING A AAD1U!i OF 492.25 FEET, A CENTRAL ANGI.E/OELTA OF oo·s2'46", A OiORO BEARING OF S-78"i3'1Y•W, A CH01!0 DISTANCE Of 7.5S fEET, FOR AN ARC LENGTH Of 7.55 FEET TO A 5/8"' IRON ROO AND CAP" LB 8126'" STANDlNG ON THE WEST UNE OF THE EAST)( OFiHE SOUTHWEST K OF 5/UC> SECTION 19, SAID
PO!Ni IS HErtEBV Di:SIGNATED POINT "A"TO BE USf:D lilfflEIN  AITTR; THENCE  DEPARTING  SAIO  NORTHERLY MAINTAINED
RIGHT-OF-WAY, AND CONTINUING ALONG THE WEST LINE OF THE eASr ¼ OF TH£ SOUTHWEST ¼ OF SAID SECTION 19,
N-00"08'18"•W,216&.25 fUTlO THE 'POIN'tOF &EGiNNING.
.	-	.   . .

TOGElltER WJTH
COMMEN AT ABOVE OESIGNATE.O POIITT "A", AND RUN THENCE Al.ONG THE WEST LINE OF THE EAST¼ OF THE SOUTHWEST" )I Of SAID SECTION 1!t S-()()"08'18"'-E, 61.47 FEET TO A S/r IRON ROD ANO CAP "LB 81i " AND Tt!E POINT OF
$ 1:GINN111t(31 iliENCE CONTINUE ALO NG THE WEST LINE OF THE EAST ½ OF TH£ SOUTHWEST ¾ OF SAID SECTION l9, ANO
i:.'.6rffiNUING S-00"08'1S"-E, 418.74 FEET TO A POINT ON THI: $01.mf LINE OF THE SOUTHWEST 3' OF SAID s een.Of'! 19;
TH£NCE AlONG THE SOUTH LINE OF THE SOUTHwtsT !id. OF SAID SECTION 19 5-89"55'27"-E, 1602.ll FEET TO A S/ IRON ROO A.ND CAP 'U  8126,. STANOl G ONTHE SOUTHERLY MAtNTAIHEO i'OGH'r-OF-WAY LINE OF CASS ROADACCOROJNGTO MAP BOOK 14, PAGES 78 THROUGH 86 (INCLllSIVEL ANO OFAQAl RE:t()ROS SOOK 7794, PAGES 986 THROUGH 1002 (INCLUSIVE), PUBLIC R.ECORDS OF POU< COUNTY, MiUOA;THENCE DEPARTtNGTHE SOUTH UNE OF THE SOUiHWEST3' OF SAID SECTION 1'3, AND ALONG SAlD SOUTHERLY MAl!IITPJNE.t> RIGHT.OF-WAY UNE lHE FOLlOWING TWENT'f (20)
COURSES: 1) N-67"0S'S9"'-W, 78.19 FEET TO A POINT OF CURVe CONCAVE SOUTHWESTERLY; THE O: 2) NORTHWESTERLY AtONG SAID CiJRVI: HAVlNG A RADIUS OF 4 .2,5 FEET, A CEtlTAAL ANGLE/OElTA OF 23"26'52", A CHORD SEAfllN'G OF N•71.  23'14N•W,     A CHORD DISTANCE OF 18lU7 FEET, fOR AN ARC \.ENGTH OF 189.59 FEET; THENCE 3) 5'89.14'01"-W,
64.18 F ET TO A POINT OF CURVi CONCAVE NOKTHER.t.Y; THENCE 4) NORTHWf.S'mU.Y ALONG SAIC> CURVE HAVING A RADIUS OF 320.64 fEET, A CENTRAL ANGLE/DELTA OF 27"20'48"', A CKORD BEARING OF N•'74"27'a8"•W, A CHORD OITTANCE OF 151.59 FiET. FOR AN AAC LENGTH OF 1511.0C FEET TO A POINT OF COMPOUND CUIWE CONCAVE NOR.THEASTallY; iliENCE S} NORTHW£STERlY ALONG SAID CURVE HAVING A RAOIUS OF 302,4S F£ET, A CEITTRAl ANGLE/D lTA OF 34"43'11"', A CHORD BEARING OF N-40-31'56"-W, A CHORD DISTANCE OF 180.41 FEET, FOR AN ARC LENGTH OF 183.27 FEET; THENCE 6} N•27"S7'49"-W. 8U3 FEIT TO A POINT OF CUR.VE CONCAVE SOUTHWeSrERlY; TH£NCE '7) NORTHWESTERLY ALONG SAIO CVRVE HA.YING A RADIUS OF 199.87 FeEi, A CENTRAL AliGLE/D£LTA OF s1•07•sr. A CHORD BEARING OF N•SS-07'58"'-W, A C!iORD DISTANCE OF 112.51 FEET, FOR AN ARC LENGTH OF 178.37 FEci iO A POINT OF COMPOUND CURVE CONCAVE SOUTHERLl; THENCE 81SOUT.HWESrERLY ALONG SAIC CURVE HAVING A AAOIUS OF 181.94 FEET, A CENTRAL ANGI.E/DELTA OF 3i"OS'S4", A CHORD BEA.RING OF s..s4•1s· -w. A CHORD OlSTANcr OF 11S.Sl FEET, FOR AN ARC LENGTH OF .117.96 FEET; TiiENC.f: 9) S-63"03'02"'•W, 84,53 FEET; THENCE 10} S 4'j4'52"-W, 97.9Q FEfl; THENCE 11} s-,2·ss·21·-w. 10.80 FEET; '!'HENCE 12) S-58.D7'54N-W, 3.99 FEET; THENCE 13) S-S6'0t26"-W, 5.89 FEET TO A POINT OF CURVE CONCAVE: NORTHERLY; THENCE 14) SOUTHWESTERLY ALONG SAIO CURVE HAVING A RADIUS OF 317.71 FEET, A CENlRAL ANGLE/DELTA Of 2S'01'S9", A CHORD BEARING OF S-88"14'39"-W, A CHORD DISTANCI; OF 138,25 FEET, FOR AN MC LENGTH OF 139,37 FEET; THENCE 15) N-67"10'39"-W, 44.44 F£ET; THENCE
16) N-66.S4'31"•W, 67.99 FEEtiO A i'OINi OF CURVE CONCAVE S01.ITTfWESTERLV; THE.NCE l7)  NOKlliWESTERLY ALONG
SA10 CURVE HAVING A RADIUS QF 4:\5..6:J. FE£1', A 0:NTAAI. ANGU:/D£LTA Of 12°30'07", A CHQRO SEARING OF N-68·s2·12·-w. A CHOllO 01STANCI: OF 90.S1 FEET', FOR AN AP,C LENGTH Of S0.69 FEEi iO A POINT OF COMPOUND CURVE CONCAVI; SOUTHW6TI;R.LY; TH£NC£ 18) NO TI-IWESTERLY ALONG SAID CURVE HAVING A RAOIUS OF 355 .63 FE£1',
A CEtl!TR.ALANGLE/DELTA OF 14'15'17", A CHORD ll£ARING OF N-7!1"31'29 -w, A CHORO DISTANCE Of:38.25 FEET, FORAN ARC DISiANa'. OF 88.48 FEET TO A POINT OF COMPOUND CUF\VE CONCAVE SOUTHERLY; TiiENC:I: 39} SQUTH\YmEIU.Y
AtONG SAID CURVE HAVING A RAOIUS OF 740.61 FEET, A CENTRAL ANGl.E/DEliA OF oa•46'58", A CKORD BEARING OF S-87'01'04."•W, A tHORD DISTANCI; OF 113,41 FEET, FOR AN ARC LENGTI-1 OF 113.Sl FEET lo A POINT OF COMPOUND CUR.VE CONCAVE SOUTHEASTERLY; THENCE lO) SOUTHWESTERLY ALONG SAID a.JRVE HAVING A AAOIUS OF 432.2S FE£t ,
A CENTRAL ANGLE/l>ELTA OF 02·17•sr. A CHORD BEARING OF S-77"36'22"-W, A CHORD DISiANtt OF t 7.34 Ff.ET, fOR AN ARC LENGTH OF l7.3S FE£TTO iliE POIITT Of BEGINNING.	

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_	
EXHIBIT 2	
EDEN HILLS	
COMMUNITY DEVELOPMENT DISTRICT	
LEGAL DESCRIPTION	
PAGE 3 OF 12	

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....	

PAftCEL2
8EGIN AT A ¾ff IRON PIPE WITH NO IDENTIFICATJON STANOING Ai TH£ SOUTHWEST CORNEfl. OF THE SOUTHWEST¾ OF SAi6""'Sf:cnONW, AND RUN THENCE ALONG THE WEST LINE OF TH.E SOUTHWESr" Of SAID SEcnOlll 20N-OO·os·40"-W, 47A1 FEEi lO A POINT ON THI; fASWILY MAINTAINED RIGHT•Of•WAY Lil'iE OF CASS ROAD ACCOROING lO THE MAP BOOK 14, PAGES 78 THROUGH So {INCLUsiVEj, AND OFFICIAL RECORDS BOOK n94, PA ES 986 THROUGH 1002
{iNCLUSIVEi, PUBLIC RECORDS OF POLI( COUNTY, FLORIDA; THENCE DEPARTING THE WEST llNE OF THE SOUTiiWE:Si 3' OF SAIi) SECTiON 20, AND RUN THENCE AtONG iHE iASiERLV MAINTAINED RIGHT-OF--WAY UNe OF SAID CASS AOAD, THE FOLLOWING UEvtN (11) COURSES: l) NORIBEA.STERLY ALONG A Cl.JRVE CONCAVE NORTHWESTERlY, HA'\lil'{G A
RADIUS OF 2 73.59 FEET, A CENTRAL ANGl.£/OELTA OF 01•53•52.•, A CHORD E!EAlUNG OF N-34"39'47"'-E, A CHORD DISTANCE OF 9..()6 FEET, FOR AN ARC lENGTH OF 9.06 Fm TO A POINT OF COMPOUND CURVE CONC/4 HORTHWEMR1.\'; 21NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 315.!MI FEET, A CENTRAL ANGtE/DELTA OF 15"39'31", A. OlORD BEARING OF N-1rs9•31•- . A OiORD DISTANCE OF 85.84 FEET, FOR AN ARC LENGTH OF 86• .11 FE£T; TttENCS 3) N.OS 4'19"•E, 48..20 FEET TO A 5/S"lROt,1 R.00 ANO CAP '"l.81126"; THENCE 4) N-00- •s - . i61.88
FEET; THENCE 5) N-OO"OS'S&"...£, 200.20 FEET; THENCE 6) N.(l0"()7'04"·W,2.00.11FEET; THENCE 7) N-On-4'0-W, 300.00 ncr: THENCE 8) N-00-02.'58"-E, 83,11 FEET; iHENCE 9) 5-89•sa'04..-W. 0.42 FEET TO .A 5/8" ll\ON OD AND CAP ''le Sl26 , $A.ID POlNT IS AlSO A POINT OF CURVE CO.NCA\IE SOUTH£ASTERL'f; THENCE 10) NORTHEAST8lY .ALONG SAID
CURVE HAVING A RADIUS OF 186.00 f'£1:T, A CE!flML ANGLE/OEL'TA OF 04•15•37", A CHORD BEARING OF N•19"32'48"-E, ACHORD DISTANCE OF 13.83 FEE'r, FOR AN ARC LENGTH OFta.sa FEET TO A POINfOF COMPOUND CURVE CONCAVE SOUTHEASTERLY; THEf'fCE 11) NOmi£AST£RLY ALONG SAID CURVE HAVING A AAC>IUS Of 116.0D FEET, A CENTRAL ANGLE/DELTA OF 49"02'54", A OiORO BEARING OF N-46"12'03"-E, A CiiORD DISTMCE OF 96.30 FE.ET, FOR AN ARC LENGTH OF 99.30 FEET TO A POlNT Ott TKE SOLml lY MAINTAINED ruGHi-Of.WA'V UNE OF OLD LA!CE ALFREO ROAD
ACCO'R!Dl!'4G TO MAP SOOK 2, PAG£S 323 THROUGH 327 (INCLUSIVE}, AND OfFICIA RECORDS BOOK n94 PAGES 986
THROUGtl 1002 (INctlJSIVE), PU8UC RECORDS OF POLK COUNIY, FLORIDA; THENC! Al.ONG THE SOUTHERLY MAINT'AINEO AIGHT..Oi:-WAY OF SAID OU) LAKE .AlFltED ltOAD THE FOLlOWm6 lWENTY•SIX (26) COUASES: 1} N-82"42'13"'-E, 27.59 FE:ET; TH£N.O; 2) N-STOS.'13'-E, 60.11 FEET; THENCE 3) rol.S9 S9'43"· 67.10 FEET; THEKCE 4) S-66"1.5'13"·E, 9.93 FEET; THENCE 5) S-88.48'0&-E, 100.02 FUi; Ttl CE SJ N 9'56'17"-E, 100.00 FEET; iHEfl!CE 7) S-89.36'13"-£, 100.00 FEET; THENCE 8) N-89•28'47"-E, 1 00.00 FEET; THENCE 9) N--S7"28'33w-E, 100.10 FEET; THENCE 10]
N-89"Sl'Sl"'•E, 100.00 FEET; iHENCE 11} N-89.28'4r-e, 100.00 FEET; THENCE 12) S-8!r01'43"·E, 100.01 FEET; THEfllCE
13) S•89°S6'Sl,.•E, 100.00 FEET; THENCE 14) N-S!r32'J.3•-e, 100.00 FEET; THENCE !SI N-89.52'51"-E, 100.00 REi;
TiiENCE 16) S.S9'S6"Sl"'-!!,100.00 FEET; THENCE 171ff.ag•sg•w-E, 100.00 FEET; THENCE 18) H9°39'39"-e_ 100.00 FE£T;
THENCE 19) N-89"35' 9"-E, 100.00 FITT; THENCE 20) 3'24"-E, 100.00 FEET; THENCE 21) N-89"52'51"' 100,00
FEET; THENCE 221 N-89"49'58"-E, 100.00 FEET; TH!:NCE 23) N-89"49'24"-E, 100.00 fEET; THl:NCE 24) S·89"43'06"-E,
100.00 FE'ET; TH.ENC£ 251N-89"11'36"-E, 100.01 i:m;THENCE 26) S-S9•19'21"·E, 38.37 FEET TO A S/Pf' lf>.ON ltOO ANO CAP "'LB 8126" STANDING ON TiiE WESTERLY RIGHT-OF-WAY UNE OF COUNlY ROAD NUMBER 557, .AS SHOWN ON THe STATE OF FLORIDA STATE ROAD DEPARTMENT RIGHT-OF-WAY MAP SECTION 1629-PROJECf 5 Si37, AND A5 RECORDED IN OFFICIAL RECORDS BOOK 7794, PAGES 986 THROUGl11002 (INCLl.lSIVE}, PUBLIC RECORDS OF POLK COUNTV, FLORIDA, SAID l'OlNT IS ALSO A POJNT Of CURVE CONCA.Vf SOUTHWESTERLY; THENCE ALONG THE WEsTERLY RIGKT-OF·WAV UNE OF SAID COUITTY ROAD NUMEIER 557 THE FO.LLOWING1WO (2) COURSES: 1) SOUTHEASTl;RlV ALONG SAit> CURVE HAVING A RAOIUS OF un.ao FEET, A CEl'ffAAL ANGlE/DELTA OJ= za•32•52;", A CHORD BEARING OF S-14"16'09"'..£, A CHORO DlSTANCE OF 676.95 FEET, FOR AN ARC LENGTH OF 684.00 FEET TO A S/B" IRON ROD ANO CAP "LS 8126";
TiiENCE :Z) s-oo·oo·16"-W, 66:Z.SS FEET TO A 5/8" IRON ROD ANO CAP "lB 8128" STANDING ON THE soum LINE OF THE
SOUTHWEST>' Of S t> SECTION 20; 'fHl:NCE DEPARTING THE WESTERLY RIGHT-OF-WAY llNE OF SAID COUITTY RQAO NUMBER 557, AND CONTINUE  A.LONG THE SOUTH  UN£ OF T:HE SOlllHWEST X OF SAID SEO •ON 20 N.s9·ssa• go.w , 2580.00 FEET TO THE POINT Of: BEGINNING.	

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EXHIBIT 2	
EDEN HILLS	
COMMUNITY DEVELOPMENT DISTRICT	
LEGAL DESCRIPTION	
PAGE 4 Of !2	

..,.

PARCa3
BEGIN AT A%" lRON P1PE WITH NO IDfNTIFICATION $TANDlfilG AT TffE NORTHfAST COANEft 0:F THE NORT}-1 " OF SAID SECTION ao, AND RUN THENCE ALONG THE EMT LINE OF SAl:D SECTION 30s-oo·os·40!'-£.. 68S.OO FEET; TO A
S/r IRON R00 ANO CAP "US .5450"; THENCE DEPARTING THE EAST UN! OF SAID SECTION 30, N-89"S6'2r•W, 2290.0D FEET TO AS lRON ftOO ANO CAP" LS S450"; THENCE N-00'08'32"-W, 656.90 FEET iO A S/r IRON ROO ANO CAP "1.8 8126"STANDING ON THE SOUTHERLY MAINTAll'¾EO fUGHi-OF-WAY LINE OF CASS ROAD ACCOf:ti>ING TO lHE MAP SOOK 14, PAGES 78 TH OUGH 86 (INCLUSIVE), AtlD OFFIOAI. RECORDS 60 7794, PAGES 986THROl,161-l 1002- (INCLUSIVE), PllSUC RECORDS OF POLK COUNTY, F!.OR1DA: THENCE ALONG SAID SOUTHERLY MAINTAJNEO RlGHT•OF•WAY  LINE THE FOLLOWING '0URTEEN (14) COURSES: 1) S·85"14'01"•:E, 18.29 FEET; TH£NC£ 2)
s-so·o1'Sl"•E, 39.84 FEET; THa-lCE 3) s-88"49'36..·E.. 64.63 FEET; lHENCE 4) 5-89"49'48"-E, 270.91 f.EET; THENCE S)
S-8S"55'08"-I;, 232.23 FEET; THENCE 6) N-89"30'50-•E, :2.451.S);I FITT; THEr-KE 7) S-89"l7'S!Y"•I, 217.53 FEET; THJ:NCE 8) S..S9"S3'42"·E, 234.78 FEET; THENCE 9) S-89"38'32"-E, 297.1S FEET; THENCE 10) s-aa•s3•3s"-t 172.89 ltEi; TH CI;: ll) .S.;J39'59'22N-£, 232.57 FEIT; lHENCE 12) s-ss•19•sr-1;. SS.!:11 FEET TO A SIP/' IRON ROD AND CAJ> "LB 8126.., SAID POINT IS Al.SO A POINT OF CURVE CONCAVE NORTHERLY; THENCE 13) NOIITHEASTE LY ALONG SAID CUR HAVll'fG .A AAOIIJS OF 210AS FEET, A Cff'fl'RAL ANG!£/0ELTA O.F 31•s2.·o,.., A CHORD Bl;AR!NG OF N-73'00'48"-E, A CHORD DISTANCE Of llS.SS FEET, FOR AN ARC LENGTH OF 117.0S f.EET TO A l'OJNT OF COMPOUND CURVE CONCAVE NORiHWl:SiERLY; THENCE. 14) NORTHEASTERLY Al.ONG SAID a.JRVE tlAVING A FWllUS OF 273.59 FEET, A CENTRAL ANGLl/DELTA OF 02"SS'3l", A CHORD SEAPJNG OF N•S 31'2.7"-E, A CHORD DlSTAIIICE OF 2.S.91 FEIT, FOR AN ARC LENGTH OF 13.97 FEEi TO A POINT ON 1HE NORTH LINE OF SAID SECTION 30; THENCE oe?AlmNG iHE SOUTHERLY MAINTAINED RIGHT-OF-WAY LINE OF SAID CASS ROAO, ANO ALONG THE NORTH LINE OF SAIO SfCTION 30; S-89"56'27•-E., 43.27 FEET TO THE POINT OF BEGWNING.

PARC£L4
13EG1N AT A 1,. lltON PIP£ WITH NO IDEITTIFICATION STANDING AT TH£ SOUTHWEST CORNER OF1liE NORTHW£ST ¼ '6f"'s.t1D SECTION 20, A.ND RUN THENCE ALONG 1HE WEST LINE OS: THE NORTHWEST¾ OF SAID SECTION 2JO N•00-08'40"•W, 945.00 FEET TO THE NORTH UN'E 01= iHE SOUlH 94S FEET" OF THE NORTHWEST¼ OF SAID SECTION 20; THENCE ALONG THE NORTH llNE OF THE SOUTH 945 FEET OF THE NORTHWEST )i Of' SAID SECTION 20 N-89"56'41"'-E, 19S8.39 FEET TO A l>OINi ON THE WESTERlY RIGHT-Of.WAY UNE Of COlJNiY ROAD NUM SER S57 AS SHOWN ON THE STATE OF FLORIDA-STATE ROAD DEPARTMENT RlGliT-OF-WAY Ml\fl SECTION lti2 •PROJECT 5537,
AND AS RECORDED lN  OFFICIAL RECORDS BOOK n , PAGES 9S6 THROUGH 1002 (INCLUSIVE), PUBLIC RECORDS Of
POLK COUNTY, FLORIDP. SAID POINT IS ALSO A POlNT OF CURVE NCAVE SOUTHWESTUtLY; THENCE Al,Of-!G THE
WESTERLY RIGHT-Of-WA'r LINE Of SAID COUNTY RO.AO NUM&ER SS7 Tl-IE FOLLOWING SIX (6) COUAS-£5: 1) SOUTHEASTERLY ALONG SAID a.tRVE NAVING A AADJUS OF1830.57 FEET, A CENTRAl ANGt.E/OELiA OF 13"13'14", A CHORD BEARING OF S-08"09'36"-E, A CHORD DISTANCE OF 421.46 FEET, FOR AN ARC LENGTH O·F 422.39 Ff:El' TO A S/8" IRON ROD ANO CAP "1.8 5450"; THENCE 2) fll-sa•:21'01" 20.00 FEET TO A S/8" IRON ROO AND CAP "'LB a12s·, SAIO POlNT IS ALSO A POINT OF OJFI.V£ CONCA Wl:STERLY; THENCE 3) iHENCE SOUTHERLY ALONG SAit! CURVE HAVING A RADIUS OF 1850.S7 FEET, A CENTRAL ANGl!/i)B.lA OF 01•35•45 , A CffORD BEARING OF S-00"45'06"'-f, A CHORD DISTANCE OF Sl.S4 FEIT, FOR AN ARC L£NGTH OF S1.54 FEEl lO A S/fl' IRON ROD AND CAP '"LS 8126"; TtlENCE 4) S-00-02'46"•W, 793.U FEET TO A Sitt' IRON ROD ANO CAP 1$ 8126", SAit> POlNT IS ALSO A POINT OF CURVE CONCAVE EASTERLY; THEtiCE S) SOUTHEASTERLY ALONG SAID CIJRVi HAVING A RADIUS OF 1A92.39 FEET, A CENTRAL ANGLE/DELTA OF 29"3,[)'00", A CHORD BEARING OF S-14•42•14•.e, A CHORD DISTANCS OF 759.93 f£ET, FOR AN AAC 1.ENGTH OF 768.39 FEET TO A S/8" IRON ROO ANO CAP ;,L8 8126"; THENct 6) S·29 7'14"-E, 56.87 FEET TO A S/r IRON ROD ANO CAP" LB 8126" STANOo1NG ON THE NORTHERLY MAINTAINS) RIGHT-OF-WAY LINE OF OLD LA AlFRED ROAD ACCORDING TO MAP 800il: 2., PAGES 323 THROUGli 3V (INClUSIVE}, ANO OFACIAL RECOROS SOOK 7 4, PAGES 9Ui THROUGH 1002 (INCLUSIVE), PUBLIC REC:OROS OF POLK COUNTY', FLORIDA. SAID POIITT' IS AlSO A POINT OF CURVE CONCAVE NORTHWESTERLY; THENCE DEPARTING THE WESTULY RIGHT.OF-WAY UNE OF SAtO COUNlY ROAD NUMBER 5S7, AND ALONG THE NORTHERLY MAINiAINED RIGHT-OF-WAY LlNE OF SA10 OLD LAKE AlfREC ROAD THE FOLLOWING NINE {9} COURSES: 1) SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF S0.00 FEET, A CENTRAL ANGl.£/OELTA OF 36'52'12", A CHORD SEARING OF S-42"06'4<Y'-W, A CHORO OISTANCE OF
-	31.62 FffT, FO AH ARC LENGTH Of 3-i.18 FEET TO A 5/lr' IRON ROD ANO CAP "LB 812.6•; THENCE 2} S-W32'46"•W,
20.14 Fi!EilO AS/8" IRON ROO ,ANO CAP "L8 8126" HEft£8Y DESlGNAiED POINT "B" TO ae USEO HEREINAFTER, SAID
POINT IS AlSO A POINT OF CURVE CONCAVE NORTHWESTERLY; TtfENCE 3) SOUTHWEST£1tLY ALONG SAID CURVE
HAViNG A AAOilJS 0  947.00 FEET, A CJ;NTRALANGLE/OiLTA Of 29•2.s•sr, A CHORO &!;ARING OF S-75°16'15"-W, A
-	CHORD DIST.A.Nee OF 481AO FEET, FOR AN ARC LENGlli OF 486.74 FEET TO A s,a-IRON ROD ANO CAP "l..8 8126"';	

-	
EXHIBIT 2	
EDEN HILLS	
COMMUNITY DEVELOPMENT DlSTRlCT	
LEGAL DESCRIPTION	
PAGES OF 12	

&
THENa 4) 9"S9'43"'·W, 554.31 Fm TO AS/a" IRON ROD ANO CA!t "t8 a12s•; THENCE S) N-76"30'31N•W, Sl.42
f'EETTO A S/8" I.RON ROO AND CAP "LB 8126"; THENCt: 6) 5-a9•59•43"-W, 2:t7_i4 FE£TTO A 5/W IRON ROO AN CAP "LB 8126H, SAID POINT IS ALSO A POINT OF CURVE CONCAVE NORTHWESTERLY; TI-IENC£ 71TiiE.NC£ SOUTHWESTERLY ALONG SAID CURVE HAVING.A RADiiJS OF 20.00 FEET, A C£NiRALANGLE/DELTA OF 66"25'19", A OIORD BEARING OF S-56'47'04'"-W, A 010RO DIST CE Of ll$l-FffT, fOR AN ARC LENGTH OF 23.19 FEETiO AS/Pf' IRON ROD AJ,10 CAP •LB 8126"; THENCE 8) S·89'S9'43"•W, 710.79 FEET TO A 5/ff' IRON ROD AND CAP "LS SUEi", SA.ID POINT IS A.I.SO A POINT Of CURVE CONCAVE NORtHERLY; THENCE 9) NORTHWESTERLY Al.ONG SAID CURVE HAVING A RADIUS 0
175.00 FEET, A CENTRAL AJ,!GlE/OELTA OF 89"53'07"', A QI01ID BEARING OF N-45"03'4:r'•W, A CHORD DISTANCE Or
247.24 FEET, FOR AN ARC LENGTH OF 17"4.S4 FEIT TO A 5/8" IRON ROD ANO CAP STANDING ON TH£ SASTERLY MAINTAlNED RIGHT•O:F-WAY LINE OF $AID OLD I.A AlFREO ROAD: THENCE ALONG THE EASTERLY MAINTAINEtl FIIGHT-OF-WAY llNE OF SAID 01.t) LAI<£ ALFRED ROAD THE FOLLOWING iWO (2} OOUASES: 1) N-00"0709"-W, 889..59 FEET TO A 5/F!' IRON ROD AND CAP "LB 8126"', SAID POIIIIT IS ALSO A POINT OF CURVE CO!IICAVE.WESTERLY; THENCE
2) THENCE NORTliWESTERLY ALONG SAIC> CUR\li:. HAVlNG A RADIUS OF 250.00 FE£r, A CENTRAi. ANGLWl)ELTA 01'
,    _2i. 34"41'22a, A CttORD  BEARING OF N,17'.?7'50"'•W, A OIORO DISTANCE  OF 149.06 FEET,  l'OR AN ARC lEl\tGTH OF
15136 FEET TO A S/Pi' IRON ROD AND CAP "LB 8126" STANOING ON TtlE WEST UNE OF THE NOR.TH OF THE SOUTHWEST 1' OF SAIO SEctK)N 20; 'iHENCI! DEPARTING 'l'He EASTERtY MAINTAINED RIGliT-Of.WAY OF SAID OLD
LAKEAI.FREO ROAD, ANO ALONG THE WEST LINE OFT E NOR.TH¼ OF THE SOUTHWESTK N-ll()"Qa'40"-W, 43.43 f:1;£T
TO THE POINT OF BEGINNING,

TOG£1'JiatWITH
COMMENCE AT ABOVE OESIGtlATEO POINT "8", AND RUN THENCE S•:2:9°26'54"-E, 80.00 FEET TO A S/8" l"ON R.00 ANO CAP "t.B 8126", SAID POIITT" IS THE POlf'lT OF BEG1NNINIS, SAU) POINT IS Al.SO A POINT ON THE SOllIBERlY MAINTAINED RIGHT-OF-WAY UNE OF SAID OLD I.AKE Al.fREO ROAD; THENCE ALONG THE SOU'THERLV MAINTA1NEO R.IGHT-OF-WAY UNE OF SAJO OLD I.Al(E Al.fREO ROAD THE FOi.A.OWiNG iWO (2) COURSES: l) N-50°32'46"'-E, 20.15 F= TOA S/8" IRON ROD ANO CAP "LB8126", SAIO POINT ISAlSO A POINT OF CURVE CONCAVE SOUTHEASTERLY; THENCE 2) NOflTHEASTtRLY ALONG SA10 CURVE .. AVI A AAOIUS OF SO.OD FEET, A CENTRAL ANG1.E/0El.TA  OF
*'Sl'll", ACHORD BEARING Of N-7S-SS'52"-E, A CHOfiO DISTANCE OF 31.62 ET, FOR AN ARC lENGiH OF 32..18
FEET 70 A S#/' iROl't ROO AND CAP STANOING ON THE WESTfRLY RJGHT OF WAY LINE OF $,AID COUNTY ROAD NUMBER S57; THENCE AlONG THE WESTERLY RIGHT-OF-WAY UNE OJ!Sl'.10 COUKTY ROAD 5S7 S-2Sl0 27'14"•E, lAl.33.:. FEET TO A S/Sw IRON ROO ANO CAP "'LB 8126"' STANDING ON THE NORTHERLY MAINTAINEO lt T-OF-WAV UNE OF SAID OLD I.AXE AlFRE.tJ ROAD; THENCE ALONG THE NORTiiERlY MAINTAINED RIGHT-OF-WAY LINE OF SAID OLD LAKE ALFRED ROAO Ti'IE roL10WING Fli/f (S) COURSES: l) s-as·w'lO"•W, 23.94 FEET; THENCE 2} 5-439"49'24"-W, 100.00
FEET; THENCE 3) N·89.46'32.,•W, 100.00 FE'ET; THENCE 4) 5.$•49'24"-W, 100.00 FEET; 'IBENCE S) N-as•sg•a -w.
78.54 fEET TO A S/r IRON ROD ANO CAP "LB 8126•, SAID POINf IS A POINT ON THE SOUTHERLY MAINTAINED RIGHT-Of-WAY UNE OF SAID OLD LAKE ALFRED ROAD, SAID POlNT IS At.SO A POINT OF CURVE CONCAVE NOR'fHWESTERLY; iH!iN.C:E NORTHEASrERlY ALONG SAID Ct,JRVI;: HAVING A RADIUS OF 1027,00 FEET, A CEl'ITRAL ANGLE/DELTA OF 17"02'44", A CHORD 8£AIUN-G OF N-69°04'08"-E, A OiORD DrsTANCE OF 31>4.41 FEET, FOR AN ARC LENGTH OF 53 FEET TOTHE POINTOf BEGINNING.

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EXHIBIT 2
EDEN HILLS
COMMUNITY DEVELOPMENT DISTRICT
LEGAL DESCRIPTION
PAGE 6 OF 12

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ExhibitB

FY2019-2020 General Fund Budget

[Attach]

•	•	•	•	•	•	•	•	•	•	•	•

•••••••••

Eden Hills
Community Development District

Proposed Budget
FY 2020

•	•	•	•	•	•	•	•	•	•	•	•	•	•	•

Table of Contents

1	 	General Fund

 	General Fund Narrative

Eden Hills
Community Development District
Proposed Budget General Fund

Proposed
Budget
FY2020

Description

Revenues

Developer Contributions	$114,535

!Total Revenues	s114,535 1

Expenditures

Administrative Supervisor Fees Engineering Attorney Management Fees
**	Information Technology Telephone
Postage Insurance Printing & Binding Legal Advertising
Other Current Charges Office Supplies
Travel Per Diem
Dues, Licenses & Subscriptions

$12,000
$15,000
$25,000
$35,000
$3,775
$300
$1,000
$5,000
$1,000
$10,000
$5,000
$625
$660
$175

lr otal Expenditures	$114,535 I
IExcess Revenues/(Expenditures)	so I

** Budget amount includes a one-time website creation fee.

Eden Hills
Community Development District
GENERAL FUND BUDGET

REVENUES:

Developer Contributions

The District will enter into a Funding Agreement with the Developer to fund the General Fund expenditures for the Fiscal Year.

EXPENDITURES:

Administrative:

Supervisor Fees

Chapter 190, Florida Statutes, allows for each Board member to receive $200 per meeting, not to exceed $4,800 per year paid to each Supervisor for the time devoted to District business and meetings.

Engineering

The District's engineer will be providing general engineering services to the District, e.g. attendance and preparation for monthly board meetings, review invoices and various projects as directed by the Board of Supervisors and the District Manager.

Attorney

The District's legal counsel will be providing general legal services to the District, e.g. attendance and preparation for meetings, preparation and review of agreements, resolutions, etc. as directed by the Board of Supervisors and the District Manager.

Management Fees

The District will incur costs for Management, Accounting and Administrative services during the Fiscal Year.

Information Technology

Represents costs related to the District's accounting and information systems, District's website creation and maintenance, electronic compliance with Florida Statutes and other electronic data requirements.

Telephone

Telephone and fax machine.

Postage

The District incurs charges for mailing of Board meeting agenda packages, overnight deliveries, correspondence, etc.

Eden Hills
Community Development District
GENERAL FUND BUDGET

Insurance

The District's general liability, public official's liability insurance and property insurance coverages.

Printing & Bindin g

Printing and Binding agenda packages for board meetings, printing of computerized checks, stationary, envelopes etc.

Legal Advertising

The District is required to advertise various notices for monthly Board meetings, public hearings, etc. in a newspaper of general circulation.	·

Other Current Charges

Bank charges and any other miscellaneous expenses incurred during the year.

Office Supplies

Any supplies that may need to be purchased during the fiscal year, e.g., paper, minute books, file folders, labels, paper clips, etc.

Travel Per Diem

The Board of Supervisors can be reimbursed for travel expenditures related to the conducting of District business.

Dues, Licenses & Subscriptions

The District is required to pay an annual fee to the Florida Department of Economic Opportunity for $175. This is the only expense under this category for the District.

SECTION VII

MEMORANDUM OF UNDERSTANDING BETWEEN TUCKER PAVING, INC. AND
EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT RECITALS
Whereas, the Eden Hills Community Development District (“District”) has commenced negotiation of a Construction Contract (“Contract”) with Tucker Paving, Inc. (“Tucker”), pursuant to Tucker’s bid proposal (“Bid Proposal”) dated January 10, 2020; and

Whereas, Tucker’s Bid Proposal contains limitations on the timing of acceptance of the Bid Proposal as well as certain limitations regarding the guaranty of cost associated with the Contract; and

Whereas, the proposed Contract contains certain terms and conditions that would control the timing of the District’s issuance of a notice to proceed with construction; and

Whereas, on March 13, 2020, the Federal Government and various state and local governments declared a state of emergency in response and in effort to mitigate the effect of COVID-19, including the State of Florida and Polk County; and

Whereas, following the declared state of emergency and in connection therewith, the District Chairman and District Engineer have conferred with Tucker regarding the postponement of any and all time restrictions in the proposed Contract and the Bid Proposal regarding commencement of the construction and the time for acceptance of the Bid Proposal; and

Whereas, the District and Tucker agree and recognize that such time limitations cannot be met given the current state of emergency; and

Whereas, the District and Tucker each agree that any and all time limitations contained in the Bid Proposal and the Contract regarding the date of commencement of the construction under the Contract and Tucker’s Bid Proposal, including a guaranty of pricing, shall be extended for a period of ninety (90) days from the time of this Memorandum.

NOW, therefore, based upon good and valuable consideration and the mutual covenants of the parties, the receipt of which and sufficiency of which is hereby acknowledged, the parties agree as follows:

The Recitals stated above are true and correct and are incorporated herein as a material part of this Memorandum of Understanding.

The District and Tucker agree to modify the terms and conditions of the proposed Contract and the Bid Proposal to reflect an additional ninety (90) days for acceptance of the Bid Proposal and the issuance of the notice to proceed under the proposed Contract.

The terms of this Memorandum of Understanding shall become effective when executed.

IN WITNESS WHEREOF, the undersigned have executed this instrument effective as of the date set forth above.

EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT

By:	 Name:	 Title:	 Date:	 

TUCKER PAVING, INC

By:	 Name:	 Title:	 Date:	

SECTION VIII

S ECT-

N·C

S ECTION 1

EDEN HILLS
Community Development District
Summary of Checks

April 2, 2020 to May 5, 2020

	Bank	Date	Check No.'s	Amount		
General Fund		4/21/20	21-27	$	18,919.74	
				$	18,919.74	

$	18,919.74

S ECTION 2	-

Eden Hills
Community Development District

Unaudited Financial Reporting

March 31, 2020

Table of Contents

 	Balance Sheet

 	General Fund Income Statement

 	Capital Projects Fund Income Statement

 	Month to Month

 	Developer Contribution Schedule

EDEN HILLS
COMMUNITY DEVELOPMENT DISTRICT BALANCE SHEET
March 31, 2020

General
Fund

Capital Projects
Fund

Totals
FY20

ASSETS:
CASH

DUE FROM DEVELOPER	$40,000		---		$40,000	
TOTAL ASSETS	 	$46,096 		 	$0 		 	$46,096	

LIABILITIES:						
ACCOUNTS PAYABLE	$23,731	---	$23,731	
DUE TO DEVELOPER	---	$1,525	$1,525	
FUND BALANCES:
UNASSIGNED	$22,365	
---	
$22,365	

OPERATING ACCOUNT	$6,096	---	$6,096

FUND EQUITY:

TOTAL LIABILITIES & FUND EQUITY	 	$46,096	 	$0	 	$46,096

EDEN HILLS
COMMUNITY DEVELOPMENT DISTRICT
GENERAL FUND
Statement of Revenues & Expenditures
For The Period Ending March 31, 2020

	ADOPTED
BUDGET	PRORATED BUDGET
THRU 03/31/20	ACTUAL
THRU 03/31/20	
VARIANCE	
REVENUES:					
DEVELOPER CONTRIBUTIONS	$114,535	$80,000	$80,000	$0	
TOTAL REVENUES	$114,535	$80,000	$80,000	$0	
EXPENDITURES:					
ADMINISTRATIVE: 					
SUPERVISORS FEES	$12,000	$6,000	$4,000	$2,000	
ENGINEERING	$15,000	$7,500	$0	$7,500	
ATTORNEY	$25,000	$12,500	$16,085	($3,585)	
MANAGEMENT FEES	$35,000	$17,500	$14,583	$2,917	
INFORMATION TECHNOLOGY	$3,775	$1,888	$2,750	($863)	
TELEPHONE	$300	$150	$0	$150	
POSTAGE	$1,000	$500	$85	$415	
INSURANCE	$5,000	$5,000	$4,575	$425	
PRINTING & BINDING	$1,000	$500	$176	$324	
LEGAL ADVERTISING	$10,000	$5,000	$15,174	($10,174)	
OTHER CURRENT CHARGES	$5,000	$2,500	$0	$2,500	
OFFICE SUPPLIES	$625	$313	$56	$256	
TRAVEL PER DIEM	$660	$330	$0	$330	
DUES, LICENSES, & SUBSCRIPTIONS	$175	$175	$150	$25	
TOTAL ADMINISTRATIVE:	$114,535	$59,855	$57,635	$2,220	
					
TOTAL EXPENDITURES	$114,535	$59,855	$57,635	$2,220	
					
EXCESS REVENUES (EXPENDITURES)	$0		$22,365		
					
FUND BALANCE - BEGINNING	$0		$0		
					
FUND BALANCE - ENDING	$0		$22,365		

EDEN HILLS
COMMUNITY DEVELOPMENT DISTRICT

CAPITAL PROJECTS FUND
Statement of Revenues & Expenditures
For The Period Ending March 31, 2020

	ADOPTED
BUDGET		PRORATED BUDGET
THRU 03/31/20		ACTUAL
THRU 03/31/20	
VARIANCE	
REVENUES:							
INTEREST		$0		$0	$0	$0	
TOTAL REVENUES		$0		$0	$0	$0	
EXPENDITURES:							
CAPITAL OUTLAY		$0		$0	$1,525	($1,525)	
CAPITAL OUTLAY - COST OF ISSUANCE		$0		$0	$0	$0	
TOTAL EXPENDITURES		$0		$0	$1,525	($1,525)	
							
EXCESS REVENUES (EXPENDITURES)		$0			($1,525)		
							
FUND BALANCE - BEGINNING		$0			$0		
							
FUND BALANCE - ENDING		$0			($1,525)		

EDEN HILLS
Community Development District

	Oct	Nov	Dec	Jan	Feb	March	April	May	June	July	Aug	Sept	Total	
REVENUES:														
DEVELOPER CONTRIBUTIONS	$0	$20,000	$0	$20,000	$0	$40,000	$0	$0	$0	$0	$0	$0	$80,000	
TOTAL REVENUES	$0	$20,000	$0	$20,000	$0	$40,000	$0	$0	$0	$0	$0	$0	$80,000	

EXPENDITURES:														
ADMINISTRATIVE:
SUPERVISORS FEES	
$0	
$1,400	
$1,000	
$800	
$800	
$0	
$0	
$0	
$0	
$0	
$0	
$0	
$4,000	
ENGINEERING	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
ATTORNEY	$4,694	$5,789	$3,802	$1,801	$0	$0	$0	$0	$0	$0	$0	$0	$16,085	
MANAGEMENT FEES	$0	$2,917	$2,917	$2,917	$2,917	$2,917	$0	$0	$0	$0	$0	$0	$14,583	
INFORMATION TECHNOLOGY	$0	$75	$2,450	$75	$75	$75	$0	$0	$0	$0	$0	$0	$2,750	
TELEPHONE	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
POSTAGE	$0	$20	$0	$40	$26	$0	$0	$0	$0	$0	$0	$0	$85	
INSURANCE	$0	$4,575	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$4,575	
PRINTING & BINDING	$0	$90	$13	$17	$40	$16	$0	$0	$0	$0	$0	$0	$176	
LEGAL ADVERTISING	$0	$6,191	$3,290	$5,692	$0	$0	$0	$0	$0	$0	$0	$0	$15,174	
OTHER CURRENT CHARGES	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
OFFICE SUPPLLIES	$0	$0	$5	$46	$3	$3	$0	$0	$0	$0	$0	$0	$56	
TRAVEL PER DIEM	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
DUES, LICENSES, & SUBSCRIPTIONS	$0	$150	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$150	
TOTAL ADMINISTRATIVE	$4,694	$21,207	$13,477	$11,387	$3,860	$3,011	$0	$0	$0	$0	$0	$0	$57,635	
														
TOTAL EXPENDITURES	$4,694	$21,207	$13,477	$11,387	$3,860	$3,011	$0	$0	$0	$0	$0	$0	$57,635	
														
EXCESS REVENUES/(EXPENDITURES)	($4,694)	($1,207)	($13,477)	$8,613	($3,860)	$36,989	$0	$0	$0	$0	$0	$0	$22,365	

Eden Hills Community Development District Developer Contributions/Due from Developer

Funding Request
#	Prepared Date	Payment Received
Date	
Check/Wire Amount	Total Funding
Request	General Fund
Portion (FY20)	Over and (short)
Balance Due	
FY20							
1	11/1/19	12/24/19	$ 20,000.00	$ 20,000.00	$ 20,000.00	$	-	
2	1/28/20	3/20/20	$ 20,000.00	$ 20,000.00	$ 20,000.00	$	-	
3	3/5/20			$ 20,000.00	$ 20,000.00	$ 20,000.00	
4	3/26/20			$ 20,000.00	$ 20,000.00	$ 20,000.00	

$	-

Due from Developer	$  40,000.00	$  80,000.00	$  80,000.00	$ 40,000.00

Total Developer Contributions FY20	 $ 80,000.00 

SECTION 3

SUPERVISOR OF
ELECTIONS
POLK COUNTY, FLORIDA
Lori Ectwarcts

April 21, 2020

Samantha Hoxie - Recording Secretary Eden Hills CDD Office
219 E. Livingston Street Orlando, Florida 32801-1508

RE: Eden Hills Communitv Development District Regist ered Voters

Dear Ms. Hoxie,

In response to your request, there are currently no voters within the Eden Hills Community Development District as of April 15, 2020.

Please do not hesitate to contact us if we can be of further assistance.

Sincerely,

Lori Edwards
Supervisor of Elections	 Polk County, Florida

---

APR 2 7 202D
BY·

P.O. Box 1460, Bartow, FL33831 • PHONE: (863) 534-5888
PolkElections.com

Para asistencia en Espanol, par favor de llamar al (863) 534-5888