Eden Hills Community Development District
Meeting Agenda September 11, 2024

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Eden Hills
Community Development District

219 E. Livingston St., Orlando, Florida 32801 Phone: 407-841-5524 - Fax: 407-839-1526
September 4, 2024
Board of Supervisors Meeting
Eden Hills Community Development District

Dear Board Members:
A meeting of the Board of Supervisors of the Eden Hills Community Development District will be held on Wednesday, September 11, 2024 from 5:00 PM to 6:00 PM at the Lake Alfred Public Library, 245 N. Seminole Ave., Lake Alfred, FL 33850.
Zoom Video Join Link: https://us06web.zoom.us/j/88240341487
Call-In Information: 1-646-876-9923
Meeting ID: 882 4034 1487

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)
Organizational Matters
Acceptance of Resignation of Eric Lavoie
Appointment to Fill Vacant Board Seat #5
Administration of Oath to Newly Appointed Supervisor
Consideration of Resolution 2024-08 Electing Officers
Approval of Minutes of the July 10, 2024 Board of Supervisors Meeting
Consideration of Resolution 2024-09 Declaring the Series 2020 (Phase 1) Project Complete
Appointment of Audit Committee
Staff Reports
Attorney
Engineer
Field Manager’s Report
Review of Relocation of Dog Park Benches
District Manager’s Report
Approval of Check Registers
Balance Sheet and Income Statements
Other Business
Supervisors Requests and Audience Comments
Adjournment
Audit Committee Meeting

Roll Call

1 Comments will be limited to three (3) minutes

Public Comment Period
Audit Services
Approval of Request for Proposals and Selection Criteria
Approval of Notice of Request for Proposals for Audit Services
Public Announcement of Opportunity to Provide Audit Services
Adjournment

Section III

Section A

August21,2024

Governmental Management Services 219 East Livingston Street
Orlando, Florida 32801

To Whom It May Concern,
I would like to give my resignation to the Board of Supervisors for the following districts, effective immediately:
Eden Hills Community Development District
Forest Lake Community Development District
Hamilton Bluff Community Development District
Hammock Reserve Community Development District
Scenic Highway Community Development District
VillaMar Community Development District

West Side Haines City Community Development District Thank you,

Section D

RESOLUTION 2024-08
A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT ELECTING THE OFFICERS OF THE DISTRICT, PROVIDING FOR CONFLICT AND AN EFFECTIVE DATE.

WHEREAS, the Eden Hills Community Development District (“District”) is a local unit of special-purpose government created and existing pursuant to Chapter 190, Florida Statutes, being situated entirely within the City of Lake Alfred, Polk County, Florida; and

WHEREAS, pursuant to Chapter 190, Florida Statutes, the Board of Supervisors (“Board”), shall organize by electing one of its members as Chairperson and by electing a Secretary, and such other officers as the Board may deem necessary.

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

District Officers. The District officers are as follows:
	 is appointed Chairperson.
	 is appointed Vice-Chairperson.
Jill Burns	is appointed Secretary.
	 is appointed Assistant Secretary.
	 is appointed Assistant Secretary.
		 is appointed Assistant Secretary. George Flint	 is appointed Assistant Secretary.
Conflicts. All Resolutions or parts of Resolutions in conflict herewith are hereby repealed to the extent of such conflict.
Effective Date.	This Resolution shall become effective immediately upon its adoption.

Passed and adopted this 11th day of September 2024
ATTEST:	EDEN HILLS COMMUNITY
DEVELOPMENT DISTRICT

Secretary/Assistant Secretary	Chairperson, Board of Supervisors

MINUTES

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 Monday, July 10, 2024 at 5:00 p.m. at the Lake Alfred Public Library, 245 N. Seminole Ave., Lake Alfred, Florida.

Present and constituting a quorum:

Eric Lavoie	Chairman
Jessica Spencer	Vice Chairperson
Bobbie Henley	Assistant Secretary Also present were:
Jill Burns	District Manager, GMS
Savannah Hancock	District Counsel, Kilinski Van Wyk
Lauren Gentry	District Counsel, Kilinski Van Wyk
Chace Arrington by Zoom	District Engineer, Dewberry
Marshall Tindall	Field Manager, GMS

FIRST ORDER OF BUSINESS	Roll Call
Ms. Burns called the meeting to order at 5:00 p.m. and called the roll. Three Supervisors were present, constituting a quorum.

SECOND ORDER OF BUSNESS	Public Comment Period
Ms. Burns stated there are no members of the public present at this time.

THIRD ORDER OF BUSINESS	Organizational Matters
A. Acceptance of Resignation of Jessica Kowalski
Ms. Burns asked for a motion to accept Ms. Kowalski’s resignation.

On MOTION by Ms. Spencer, seconded by Ms. Henley, with all in favor, Accepting the Resignation of Jessica Kowalski, was approved.

B. Appointment to Fill Vacant Board Seat #1

Ms. Burns asked for a motion to fill the vacant seat with Kristin Cassidy.

On MOTION by Ms. Henley, seconded by Mr. Lavoie, with all in favor, Appointment of Ms. Kristin Cassidy to fill vacant seat #1, was approved.

C. Administration of Oath to Newly Appointed Supervisor
Ms. Burns stated Ms. Cassidy was not present and she will be sworn in prior to the next meeting.

D. Consideration of Resolution 2024-04 Electing Officers
After Board discussion, Ms. Burns stated Ms. Henley would be designated as the Vice Chair, and the other three supervisors will be appointed as Assistive Secretaries.

On MOTION by Ms. Spencer, seconded by Ms. Henley, with all in favor, Resolution 2024-04 Electing Officers as slated above, was approved.

FOURTH ORDER OF BUSINESS	Approval of the Minutes of the April 8,
2024 Board of Supervisors Meeting
Ms. Burns presented the minutes from the April 8, 2024, Board of Supervisors meeting. She asked for any questions, comments, or corrections. The Board had no changes to the minutes.

On MOTION by Ms. Henley, seconded by Mr. Lavoie with all in favor, the Minutes of the April 8, 2024, Board of Supervisors Meeting, were approved.

FIFTH ORDER OF BUSINESS	Public Hearing
A. Public Hearing on the Adoption of the Fiscal Year 2024/2025 Budget
Consideration of Resolution 2024-05 Adopting the District’s Fiscal Year 2024/2025 Budget and Appropriating Funds
Ms. Burns asked for a motion to open the public hearing.

On MOTION by Ms. Spencer, seconded by Ms. Henley, with all in favor, Opening the Public Hearing, was approved.

Ms. Burns stated there were no members of the public present to provide comments and asked for a motion to close the public hearing.

On MOTION by Ms. Spencer, seconded by Mr. Lavoie, with all in favor, Closing the Public Hearing, was approved.

Ms. Burns stated the assessment amount will remain the same. For the remainder of the balance, they will have a Deficit Funding Agreement with the developer that will be billed as needed. There were no questions or changes to the budget at this time.

On MOTION by Mr. Lavoie, seconded by Ms. Spencer, with all in favor, Resolution 2024-05 Adopting the District’s Fiscal Year 2024/2025 Budget and Appropriating Funds, was approved.

Consideration of Fiscal Year 2024/2025 Budget Deficit Funding Agreement
Ms. Burns stated JMBI will fund up to the amount listed in the budget, based on the need.

On MOTION by Mr. Lavoie, seconded by Ms. Spencer, with all in favor, the Fiscal Year 2024/2025 Budget Deficit Funding Agreement, was approved.

Consideration of Resolution 2024-06 Imposing Special Assessments and Certifying an Assessment Roll
Ms. Burns stated that this resolution imposes assessments for collection and they will collect assessments on the Polk County Assessment Roll.

On MOTION Ms. Henley, seconded by Ms. Spencer, with all in favor, Resolution 2024-06 Imposing Special Assessments and Certifying an Assessment Roll, was approved.

SIXTH ORDER OF BUSINESS	Consideration	of	Resolution	2024-07
Designation of a Regular Monthly Meeting Date, Time, and Location for Fiscal Year 2024/2025

Ms. Burns stated the schedule will remain the same as the prior year, 5:00 p.m. every second Wednesday at the same location.

On MOTION by Ms. Spencer, seconded by Ms. Henley, with all in favor, Resolution 2024-07 Designation of a Regular Monthly Meeting Date, Time, and Location for Fiscal Year 2024/2025, was approved.

SEVENTH ORDER OF BUSINESS	Consideration of the Adoption of Goals
and Objectives for the District
Ms. Burns stated there is a requirement from the state that Districts adopt goals and objectives each year, which must be approved prior to October 1. We put together a general recommendation of goals and objectives that would comply with the statutory requirements. Some include maintaining CDD infrastructure, keep records, submit public records requests and hold at least three meetings a year.

On MOTION by Ms. Henley seconded by Ms. Spencer, with all in favor, the Adoption of Goals and Objectives for the District, was ratified.

EIGHTH ORDER OF BUSINESS	Staff Reports
Attorney
Ms. Hancock had nothing to report.

Engineer
Mr. Arrington stated we have our annual report as required by the Master Trust Indenture. The letter, which can be found on page 106, states we have completed our review of the CDD and we found based on inspection, everything is being maintained and is in reasonably good repair. The Operation of Maintenance Budget for Fiscal Year 2025 has been determined as sufficient. The limits of the insurance coverage are adequate for the community.

Presentation of Annual Engineer’s Report

Ms. Burns noted this report was required as part of the Trust Indenture for the bond issue inspection the engineer reviews and makes sure the District is maintaining those improvements that were funded with the bonds and test sufficient funds that maintain them.

On MOTION by Ms. Henley, seconded by Ms. Spencer, with all in favor, the Annual Engineer’s Report, was approved.

Field Manager’s Report
Mr. Tindall presented the Field Manager’s Report that can be found in a separate packet that was printed out. He also included the proposal for the dog station that was discussed. Overall, the facility has done well. There have been minor improvements to the wellness center that now require standard patronage usage due to slight misuse. The third photo on page 204 shows the more accurate areas of the homes. The station code will be 64850, that includes the stall. The existing station will be moved inside the fenced area. There were no further questions.

On MOTION by Ms. Henley, seconded by Ms. Spencer, with all in favor, the Installation of the Dog Station and Increasing Janitorial Staff, was approved.

District Manager’s Report
Approval of the Check Register
Ms. Burns presented the check register and stated that it is included in the agenda package for review. She noted she would be happy to answer any questions.

On MOTION by Ms. Spencer, seconded by Ms. Henley, with all in favor, the Check Register, was approved.

Balance Sheet and Income Statement
Ms. Burns noted the financial statements through February are included in the agenda package for review. These are for informational purposes. No action is necessary from the Board.

Presentation of Number of Registered Voters – 292
Ms. Burns noted we are required to determine the number of registered voters in the District as of April 15th of each year. The current number is 292.

Discussion Regarding Boat Launch
Ms. Burns noted a resident requested a boat launch. Mr. Tindall looked at a location near the dock, however it is a wetland area, so they would need permission of the Water Management District. The Board decided to wait until they get Phase 3 or Phase 4 online.

NINTH ORDER OF BUSINESS	Other Business
There being no comments, the next item followed.

TENTH ORDER OF BUSINESS	Supervisors	Requests	and	Audience
Comments
There being no comments, the next item followed.

ELEVENTH ORDER OF BUSINESS	Adjournment
Ms. Burns adjourned the meeting.

On MOTION by Ms. Henley, seconded by Mr. Lavoie, with all in favor, the meeting was adjourned.

Secretary/Assistant Secretary	Chairman/Vice Chairman

Section V

RESOLUTION 2024-09

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT ACCEPTING THE CERTIFICATION OF THE DISTRICT ENGINEER THAT THE SERIES 2020 PROJECT IS COMPLETE; DECLARING THE SERIES 2020 PROJECT COMPLETE; FINALIZING THE SPECIAL ASSESSMENTS SECURING THE DISTRICT’S SERIES 2020 BONDS; PROVIDING FOR A SUPPLEMENT TO THE IMPROVEMENT LIEN BOOK; PROVIDING FOR SEVERABILITY, CONFLICTS, AND AN EFFECTIVE DATE.
WHEREAS, the Eden Hills Community Development District (“District”) was established by the City Commission of the City of Lake Alfred, Florida (the “City”) via Ordinance No. 1422-19 enacted on October 21, 2019, as amended by Ordinance No. 1456-21 enacted by the City Commission on June 7, 2021 (together, the “Ordinance”) for the purpose of providing infrastructure improvements, facilities, and services to the lands within the District as provided in Chapter 190, Florida Statutes; and

WHEREAS, the Board of Supervisors (the “Board”) of the District adopted Resolution Nos. 2020-24, 2020-36, and 2021-41 on November 1, 2019, February 12, 2020 and August 12, 2020, respectively, authorizing the issuance of its $2,950,000 Eden Hills Community Development District (City of Lake Alfred, Florida) Special Assessment Bonds, Series 2020 (the “Series 2020 Bonds”), for the purpose of funding the construction, installation, and acquisition of public infrastructure, improvements, and services; and
WHEREAS, the Series 2020 Bonds financed a portion of the District’s master project infrastructure for Phase 1 (the “Series 2020 Project”), as such is further identified and described in that certain Engineer’s Report for Capital Improvements, dated March 4, 2020, which is attached to this Resolution as Exhibit A (together, the “Engineer’s Report”); and
WHEREAS, the Engineer’s Report estimates capital costs totaling $3,118,000 for the Series 2020 Project (the “Total Project Costs”); and
WHEREAS, pursuant to the terms of the Master Assessment Methodology Report, dated November 1, 2019, as supplemented by the Supplemental Assessment Methodology for Eden Hills Community Development District for Phase 1, dated November 13, 2020, attached to this Resolution as Composite Exhibit B (collectively, the “Assessment Methodology”), the par amount of $2,950,000 in Series 2020 Bonds yielded $2,473,925 in funds to be used for the acquisition or construction of the Series 2020 Project; and
WHEREAS, the Board previously, after notice and public hearing, met as an Equalizing Board pursuant to the provision of Section 170.08, Florida Statutes, and adopted Resolutions 2020-35 (the “Master Assessment Resolution”), authorizing the projects described therein, equalizing and levying special assessments to defray all or a portion of the Total Project Costs and providing that this levy shall be a lien on the property so assessed co-equal with the lien of all state, county, district, municipal or other governmental taxes, all in accordance with Section 170.08, Florida Statutes; and

Whereas, in connection with the issuance of the Series 2020 Bonds, on November 19, 2020, the Board adopted Resolution No. 2021-01, which among other things set forth the particular terms of the sale of the Series 2020 Bonds and confirmed the liens of the levy of special assessments securing the Series 2020 Bonds; and

Whereas, the Series 2020 Project specially benefits the developable acreage in the District as set forth in Resolution 2021-01 and the Assessment Methodology, and it is reasonable, proper, just and right to assess the portion of the costs of the Series 2020 Project financed with the Series 2020 Bonds to the specially benefitted properties within the District as set forth in Resolution 2021-01 and this Resolution; and
WHEREAS, pursuant to Chapter 170, Florida Statutes, and the Master Trust Indenture dated November 1, 2020 (the “Master Indenture”), as supplemented by that First Supplemental Trust Indenture dated November 1, 2020 (the “First Supplemental Indenture” and, together with the Master Indenture, the “Indenture”) both by and between the District and U.S. Bank Trust Company, National Association, as Trustee, the District Engineer executed and delivered a Certificate of Completion of the Series 2020 Project dated September , 2024, (the “Engineer’s Certification”) attached hereto as Exhibit C, wherein the District Engineer certified the Series 2020 Project to be complete; and
Whereas, upon receipt of and in reliance upon the Engineer’s Certification evidencing the completion date of the Series 2020 Project as described above, the Board desires to certify the Series 2020 Project complete in accordance with the Indenture; and

Whereas, the actual costs incurred to complete the Series 2020 Project exceeded all amounts on deposit in the Series 2020 Acquisition and Construction Account within the Acquisition and Construction Fund, and no money remains in said Account.
NOW, THEREFORE, be it resolved by the Board of Supervisors of the Eden Hills Community Development District:
Section 1. Recitals. The recitals so stated are true and correct and by this reference are incorporated into and form a material part of this Resolution.

Section 2. Authority for this Resolution. This Resolution is adopted pursuant to Chapters 170 and 190, Florida Statutes, and in accordance with the provisions of the Master Assessment Resolution.

Section 3. Acceptance and Certification of Completion of the Series 2020
PROJECT. The Board of Supervisors hereby accepts the Engineer’s Certification, attached hereto as Exhibit C, certifying the Series 2020 Project complete and upon reliance thereon, certifies the Series 2020 Project complete in accordance with the Master Assessment Resolution and the Indenture. The Completion Date, as that term is defined in the Indenture, for the Series 2020 Project shall be the date of the Engineer’s Certification.

Section 4. Finalization of Special Assessments Securing Series 2020 Bonds.
Pursuant to Section 170.08, Florida Statutes, and the Master Assessment Resolution, special assessments securing the Series 2020 Bonds are to be credited the difference in the assessment as originally made, approved, and confirmed and the proportionate part of the total actual costs of the Series 2020 Project. There is no remaining balance in the Series 2020 Acquisition and Construction Account within the Series 2020 Acquisition and Construction Fund, and such Account shall be closed. Exhibit D attached hereto and incorporated herein by this reference reflects the amortization schedule of the Series 2020 Bonds after the closing of the Series 2020 Acquisition and Construction Account within the Series 2020 Acquisition and Construction Fund. As provided in the Master Assessment Resolution, the assessments levied reflect the outstanding debt due on the Series 2020 Bonds. Pursuant to Section 170.08, Florida Statutes, and the Master Assessment Resolution, the special assessments on parcels specially benefitted by the Series 2020 Project are hereby finalized in accordance with the Assessment Methodology, attached hereto as Composite Exhibit B, which reflects the assessments on the parcels benefitted by the Series 2020 Bonds.
Section 5. Improvement Lien Book. Immediately following the adoption of this Resolution, these special assessments as reflected herein shall be recorded by the Secretary of the Board of the District in the District’s “Improvement Lien Book.” The special assessment or assessments against each respective parcel shall be and shall remain a legal, valid and binding first lien on such parcel until paid and such lien shall be co-equal with the lien of all state, county, district, municipal or other governmental taxes and superior in dignity to all other liens, titles, and claims.

Section 6. Other Provisions Remain in Effect. This Resolution is intended to supplement Resolution 2021-01, which remains in full force and effect. This Resolution and Resolution 2021-01 shall be construed to the maximum extent possible to give full force and effect to the provisions of each resolution.

Section 7. Severability. If any section or part of a section of this resolution be declared invalid or unconstitutional, the validity, force and effect of any other section or part of a section of this resolution shall not thereby be affected or impaired unless it clearly appears that such other section or part of a section of this resolution is wholly or necessarily dependent upon the section or part of a section so held to be invalid or unconstitutional.

Section 8. Conflicts. All resolutions or parts thereof in conflict herewith are, to the extent of such conflict, superseded and repealed.

Section 9. Effective Date. This Resolution shall become effective upon its adoption.
[Remainder of Page Intentionally Left Blank]

APPROVED AND ADOPTED this 11th day of September 2024.

ATTEST:	EDEN HILLS COMMUNITY
DEVELOPMENT DISTRICT

Secretary/Assistant Secretary	Chairperson, Board of Supervisors

Exhibit A:	Engineer’s Report for Capital Improvements, dated March 4, 2020
Comp. Exhibit B: Master Assessment Methodology Report, dated November 1, 2019, as supplemented by the Supplemental Assessment Methodology for Eden Hills Community Development District for Phase 1, dated November 13, 2020
Exhibit C:	Engineer’s Certification, dated September , 2024 Exhibit D:	Amortization Schedule of the Series 2020 Bonds

EXHIBIT A

Engineer’s Report

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

March 4, 2020

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 863 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 863 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 of LDR (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 1, 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 turn 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:

Stormwater 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 Roadways
The proposed public roadway sections are to be 50’ 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.

Entry 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 watermains to the various phases of the Development will be constructed or acquired by the CDD 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 stormwater 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 of required 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	Approved	
SWFWMD ERP	March 2020	
Construction Permits	March 2020	
Polk County Health Department Water	March 2020	
FDEP Sewer	March 2020	
FDEP NOI	March 2020	
ACOE	Not Applicable	

PHASE 2

Permits / Approvals	Approval / Expected Date	
Zoning Approval	May 2020	
Preliminary Plat	September 2020	
SWFWMD ERP	November 2020	
Construction Permits	November 2020	
Polk County Health Department Water	November 2020	
FDEP Sewer	November 2020	
FDEP NOI	November 2020	
ACOE	Not Applicable	

PHASE 3

Permits / Approvals	Approval / Expected Date	
Zoning Approval	April 2021	
Preliminary Plat	August 2021	
SWFWMD ERP	September 2021	
Construction Permits	September 2021	
Polk County Health Department Water	September 2021	
FDEP Sewer	September 2021	
FDEP NOI	September 2021	
ACOE	Not Applicable	

PHASE 4

Permits / Approvals	Approval / Expected Date	
Zoning Approval	April 2021	
Preliminary Plat	August 2022	
SWFWMD ERP	September 2022	
Construction Permits	September 2022	
Polk County Health Department Water	September 2022	
FDEP Sewer	September 2022	
FDEP NOI	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 substantial conformance 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.

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262720-000000-042030
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4.  262720-000000-032010

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CASS ROAD, OLD LAKE ALFRED ROAD AND CR 557 ARE NOT

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Engineering,  LLC
1925 BARTOW ROAD • LAKELAND, FL 33801
OFFICE: (863 940-2040 • FAX: (863) 940-2044 • CELL: (863: 662-0018
EMAIL: INFO@WOODCNIL.COM

N

EXHIBIT 1

LEGEND

EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT LOCATION MAP
rzj GREEN SWAMP CRITICAL	NO
AREA OF CONCERN	SCALE

	EDEN HILLS COD		
	LEGAL DESCRIPTION		
	
PARCEL 1		
	THE S-1/2 OF SE-1/4 AND 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 SW¼ OF SECTION 20, TOWNSHIP 27 SOUTH, RANGE 26 EAST, LESS AND EXCEPT ALL ROADWAYS AND		
	EASEMENTS OF RECORD OR IN USE, LYING AND BEING IN POLK COUNTY, FLORIDA.		
	PARCEL3		
	COMMENCING AT THE SECTION POST AT THE NORTHEAST CORNER OF THE NE¼ 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 685 FEET; THENCE IN AN EASTERLY DIRECTION PARALLEL TO THE NORTH LINE OF SAID SECTION TO THE EAST LINE OF		
	SAID SECTION AND 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 N ½ OF THE SW¼ OF SECTION 20, TOWNSHIP 27 SOUTH, RANGE 26 EAST, LESS		
	AND EXCEPT A PARCEL OF LAND DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 341 FEET NORTH OF THE SOUTHEAST		
	CORNER OF THE N ½ OF THE SW¼, RUN THENCE NORTH ALONG THE HALF SECTION LINE A DISTANCE OF 1929 FEET TO THE		
	NORTH BOUNDARY OF THE ABOVE DESCRIBED PROPERTY, RUN THENCE WEST A DISTANCE OF 562.3 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 7794, PAGES 986 THROUGH 1002, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, IN		
	SECTIONS 19, 20, AND 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 7794, PAGES 986 THROUGH 1002, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, IN		
	SECTION 20, TOWNSHIP 27 SOUTH, RANGE 26 EAST, POLK COUNTY, FLORIDA.		
	AND 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 7794, PAGES 986 THROUGH		
	1002, PUBLIC RECORDS OF POLK COUNTY, FLORIDA.		
-		-	
-		-	
EXHIBIT 2	
EDEN HILLS	
COMMUNITY DEVELOPMENT DISTRICT	
	
1925 BARTOW ROAD • LAKELAND, FL33801	LEGAL DESCRIPTION			
	OFFICE: (863) 940-2040 • FAX: (863) 940-2044 • CELL:(863) 662-0018	REVISION l 7/24/19			
	EMAIL:INFO@WOODCIVILCOM	REVISION 2 9/20/19	PAGE 1 OF 12		

THOSEPARTS MORE PARTICULARLY DESCRIBED AS:

PARCELl
BEGIN AT A 5/8" IRON ROD AND CAP "LB 5450" STANDING AT THE NORTHWEST CORNER OF THE EAST ½ 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, 1321.68 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-00°08'25"-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 S-89°58'20"-E, 2637.88 FEET TO A 5/8" IRON ROD AND CAP "LB 5450" STANDING ON THE WESTERLY MAINTAINED RIGHT-OF-WAY LINE OF CASS ROAD ACCORDING TO MAP BOOK 14, PAGES 78 THROUGH 86 {INCLUSIVE), AND OFFICIAL RECORDS BOOK 7794, PAGES 986 THROUGH 1002 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID WESTERLY MAINTAINED RIGHT-OF-WAY LINE THE FOLLOWING TWELVE (12) COURSES: 1) 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 5/8" IRON ROD AND CAP "LB 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-00°01'04"-E, 418.62 FEET; THENCE 8) S-00°34'59"-W, 258.08 FEET TO A 5/8" IRON ROD AND CAP "LB 8126"; THENCE 9) S-05°24'19"-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°54'25", A CHORD BEARING OF S-18°09'26"-W, A CHORD DISTANCE OF 64.04 FEET, FOR 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 16°06'05", A CHORD BEARING OF S-43°12'17"-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 07°22'46", A CHORD BEARING OF S-61°45'46"-W, A CHORD DISTANCE OF 19.36 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: 1) S-88°38'37"-W, 153.54 FEET; THENCE 2) S-89°10'37"-W, 216.44 FEET; THENCE 3) S-89°17'23"-W, 188.18 FEET;
THENCE 4) N-89°38'32"-W, 298.21 FEET; THENCE 5) N-89°53'42"-W, 234.77 FEET; THENCE 6) N-89°37'59"-W, 217.84 FEET;
THENCE 7) S-89°30'50"-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-80°07'52"-W, 37.96 FEET; THENCE 12) N-85"14'01"-W, 17.09 FEET;
THENCE 13) N-70°59'02"-W, 18.15 FEET; THENCE 14) N-65"55'57"-W, 21.10 FEET; THENCE 15) N-67°05'59"-W, 98.72 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-67°01'16"-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-89°31'05"-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°39'02"-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 SAID 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°55'23", 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-27°57'49"-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 47°51'20", A CHORD BEARING OF N-54°10'27"-W, A CHORD DISTANCE OF 210.80 FEET, FOR AN ARC LENGTH OF 217.05 FEET; THENCE 25) N-65°06'24"-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-89°09'06"-W, A CHORD DISTANCE OF 57.01 FEET, FOR AN ARC LENGTH OF 57.14 FEET; THENCE 28) S-89°09'06"-W, 20.44 FEET; THENCE 29) S-75°16'11'-W, 14.14 FEET; THENCE 30) S-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-68"16'47"-W, A CHORD DISTANCE OF 24.37 FEET, FOR AN ARC LENGTH OF 24.38 FEET; THENCE 32) S-63°03'02"-W, 85.21 FEET; THENCE 33) S-64°14'52"-W, 92.99 FEET TO A POINT OF CURVE CONCAVE NORTHERLY; THENCE 34) SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 257.71 FEET, A
-	CENTRAL ANGLE/DELTA OF 26°37'29", A CHORD BEARING OF S-86°10'03"-W, A CHORD DISTANCE OF 118.68 FEET, FOR AN

EXHIBIT 2
EDEN HILLS
COMMUNITY DEVELOPMENT DISTRICT LEGAL DESCRIPTION

1925 BARTOW ROAD • LAKELAND, FL33801
OFFICE: (863) 940-2040 • FAX: (863) 940-2044 • CELL: (863) 662-0018 EMAIL:INFO@WOODCMLCOM

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

.&.
ARC LENGTH OF 119.75 FEET; THENCE 35)  N-67°10'39"-W, 37.65 FEET; THENCE 36) N-66°54'31"-W, 65.68 FEET TO A POINT
OF CURVE CONCAVE SOUTHWESTERLY; 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 415.63 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 103.01 FEET 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 00°52'46", 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 AND CAP" LB 8126" STANDING ON THE WEST LINE OF THE EAST½ OF THE SOUTHWEST¼ OF SAID SECTION 19, SAID POINT IS HEREBY DESIGNATED POINT "A" 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", ANDRUN THENCE ALONG THE WEST LINE OF THE EAST ½ OF THE SOUTHWEST¼ OF SAID SECTION 19 S-00°08'18"-E, 61.47 FEET TO A 5/8" IRON ROD AND CAP "LB 8126" ANDTHE POINT OF BEGINNING; THENCE CONTINUE ALONG THE WEST LINE OF THE EAST½ OF THE SOUTHWEST¼ OF SAID SECTION 19, AND CONTINUING S-00°08'18"-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 (INCLUSIVE), AND OFFICIAL RECORDS BOOK 7794, 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: 1) 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°26'52", A CHORD BEARING OF N-71°23'14"-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 151.59 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-27°57'49"-W, 86.13 FEET TO A POINT OF CURVE CONCAVE SOUTHWESTERLY; THENCE 7) NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 199.87 FEET, A CENTRAL ANGLE/DELTA OF 51°07'56", A CHORD BEARING OF N-56°07'58"-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 37°08'54", A CHORD BEARING OF S-84°19'33"-W, A CHORD DISTANCE OF 115.91 FEET, FOR AN ARC LENGTH OF 117.96 FEET; THENCE 9) S-63°03'02"-W, 84.53 FEET; THENCE 10) S-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 15) N-67°10'39"-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°30'07", A CHORD BEARING OF N-68°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 BEARING 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-87°01'04"-W, A CHORD 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 432.25 FEET, A CENTRAL ANGLE/DELTA OF 02°17'57", A CHORD BEARING OF S-77°36'22"-W, A CHORD DISTANCE OF 17.34 FEET, FOR AN ARC LENGTH OF 17.35 FEET TO THE POINT OF BEGINNING.

192S BARTOW ROAO • LAKELAND, FL 33801
OFFlCE: (863) 940-2040 • FAX; (863) 940-2044 • CELL: (863) 662-0018 EMAll:INFO@WOOOCMLCOM

EXHIBIT 2 EDEN HILLS
COMMUNITY DEVELOPMENT DISTRICT LEGAL DESCRIPTION
REVISION I 7/24/19
REVISION 2 9/20/19	PAGE 3 OF 12

	

PARCELZ		
	BEGIN AT A¾" IRON PIPE WITH NO IDENTIFICATION STANDING AT THE SOUTHWEST CORNER OF THE SOUTHWEST¼ OF		
	SAID SECTION 20, AND 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 7794, 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 (11) COURSES: 1) NORTHEASTERLY ALONG A CURVE CONCAVE NORTHWESTERLY, HAVING A		
	RADIUS OF 273.59 FEET, A CENTRAL ANGLE/DELTA OF 01°53'52", 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°39'31", A CHORD BEARING OF N-17°59'31"-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 5/8"1RON ROD AND 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, 200.11 FEET; THENCE 7) N-00°14'03"-W, 300.00		
	FEET; THENCE 8) N-00°02'58"-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 CHORD BEARING OF N-46°12'03"-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 OFFICIAL RECORDS BOOK 7794 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-82°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-89°08'43"-E, 100.01 FEET; THENCE		
	13) S-89°56'51"-E, 100.00 FEET; THENCE 14) N-89°32'13"-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-89°53'24"-E, 100.00 FEET; THENCE 21) N-89°52'51"-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) S-89°43'06"-E,		
	100.00 FEET; THENCE 25) N-89"11'36"-E, 100.01 FEET; THENCE 26) S-89"19'21"-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 5537, AND AS RECORDED IN		
	OFFICIAL RECORDS BOOK 7794, 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 TWO (2) COURSES: 1) SOUTHEASTERLY ALONG SAID 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 AND CAP "LB 8126";		
	THENCE 2) S-00°00'16"-W, 662.88 FEET TO A 5/8" IRON ROD AND CAP "LB 8126" STANDING 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, AND 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
EDEN HILLS
COMMUNITY DEVELOPMENT DISTRICT LEGAL DESCRIPTION
1925 BARTOW ROAD • LAKELAND, FL33801
OFFICE: (863) 940-2040 • FAX:(863) 940-2044 • CELL: (863) 662-0018	REVISION I  7/24/19
EMAIL:INFO@WOODCMLCOM	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-00°08'40"-E, 685.00 FEET; TO A 5/8" IRON ROD AND CAP "LB 5450"; THENCE DEPARTING THE EAST LINE OF SAID SECTION 30, N-89°56'27"-W,
2290.00 FEET TO A 5/8" IRON ROD AND CAP" LB 5450"; THENCE N-00°08'32"-W, 656.90 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 THE MAP BOOK 14, PAGES 78 THROUGH 86 (INCLUSIVE), AND OFFICIAL RECORDS BOOK 7794, PAGES 986 THROUGH 1002 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID SOUTHERLY MAINTAINED RIGHT-OF-WAY LINE THE FOLLOWING FOURTEEN (14) COURSES: 1) S-85°14'01"-E, 18.29 FEET; THENCE 2)
S-80°07'51"-E, 39.84 FEET; THENCE 3) S-88°49'36"-E, 64.63 FEET; THENCE 4) S-89°49'48"-E, 270.91 FEET; THENCE 5)
S-89°55'08"-E, 232.23 FEET; THENCE 6) N-89°30'50"-E, 249.93 FEET; THENCE 7) S-89°37'59"-E, 217.53 FEET; THENCE
8) S-89°53'42"-E, 234.78 FEET; THENCE 9) S-89°38'32"-E, 297.15 FEET; THENCE 10) S-88°53'35"-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 "LB 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°52'07", A CHORD BEARING 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-50°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, AND ALONG THE NORTH LINE OF SAID SECTION 30; S-89°56'27"-E, 43.27 FEET TO THE POINT OF BEGINNING.
PARCEL4
BEGIN AT A 1" IRON PIPE WITH NO IDENTIFICATION STANDING AT THE SOUTHWEST CORNER OF THE NORTHWEST¼ OF SAID SECTION 20, AND RUN THENCE ALONG THE WEST LINE OF THE NORTHWEST ¼ OF SAID SECTION 20 N-00°08'40"-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, 1988.39 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 7794, 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 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 AND CAP "LB 5450"; THENCE 2) N-88°27'01"-E, 20.00 FEET TO A 5/8" 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 AND CAP "LB 8126"; THENCE 4) S-00°02'46"-W, 793.12 FEET TO A 5/8" IRON ROD AND 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 759.93 FEET, FOR AN ARC LENGTH OF 768.39 FEET TO A 5/8" IRON ROD AND CAP "LB 8126"; THENCE 6) S-29°27'14"-E, 56.87 FEET TO A 5/8" IRON ROD AND 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), AND 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 FOLLOWING 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 S-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°32'46"-W,
20.14 FEET TO A 5/8" IRON ROD AND CAP "LB 8126" HEREBY DESIGNATED POINT "B" 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 S-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 AND CAP "LB 8126";	-

EXHIBIT 2 EDEN HILLS
COMMUNITY DEVELOPMENT DISTRICT LEGAL DESCRIPTION

1925 BARTOW ROAD • LAKELAND, FL33801
OFFICE: (863) 940-2040 • FAX: (863) 940-2044 • CELL:(863) 662-0018 EMAIL: lNFO@WOODCMLCOM

REVISION l  7/24/19
REVISION 2 9/20/19	PAGE 5 OF 12

	

	
m.		
	THENCE 4) S-89°59'43"-W, 564.31 FEET TO A 5/8" IRON ROD AND CAP "LB 8126"; THENCE 5) N-76°30'31"-W, 51.42		
	FEET TO A 5/8" IRON ROD AND CAP "LB 8126"; THENCE 6) S-89°59'43"-W, 217.24 FEET TO A 5/8" IRON ROD AN CAP		
	"LB 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°25'19", A CHORD BEARING OF		
	S-56°47'04"-W, A CHORD DISTANCE OF 21.91 FEET, FOR AN ARC LENGTH OF 23.19 FEET TO A 5/8" IRON ROD AND		
	CAP "LB 8126"; THENCE 8) S-89°59'43"-W, 710.79 FEET TO A 5/8" IRON ROD AND 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 89°53'07", 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 5/8" IRON ROD AND CAP STANDING ON THE EASTERLY		
	MAINTAINED RIGHT-OF-WAY LINE OF SAID OLD LAKE ALFRED ROAD; THENCE ALONG THE EASTERLY MAINTAINED		
	RIGHT-OF-WAY LINE OF SAID OLD LAKE ALFRED ROAD THE FOLLOWING TWO (2) COURSES: 1) N-00°07'09"-W, 889.59		
	FEET TO A 5/8" IRON ROD AND CAP "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		
	Lt. 34°41'22", A CHORD BEARING OF N-17°27'50"-W, A CHORD DISTANCE OF 149.06 FEET, FOR AN ARC LENGTH OF		
	151.36 FEET TO A 5/8" IRON ROD AND 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-00°08'40" -W, 48.43 FEET		
	TO THE POINT OF BEGINNING.		
	
TOGETHER WITH		
	COMMENCE AT ABOVE DESIGNATED POINT "B", AND RUN THENCE S-29°26'54"-E, 80.00 FEET TO A 5/8" IRON ROD		
	AND CAP "LB 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 5/8" 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-78"58'52"-E, A CHORD DISTANCE OF 31.62 FEET, FOR AN ARC LENGTH OF 32.18		
	FEET TO A 5/8" IRON ROD AND 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, 141.33L2		
	FEET TO A 5/8" 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 MAINTAINED RIGHT-OF-WAY LINE OF SAID OLD LAKE		
	ALFRED ROAD THE FOLLOWING FIVE (5) COURSES: 1) 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-89"49'24"-W, 100.00 FEET; THENCE 5) N-89"39'39"-W,		
	78.54 FEET TO A 5/8" IRON ROD AND CAP "LB 8126", SAID POINT IS A POINT ON THE SOUTHERLY MAINTAINED		
	RIGHT-OF-WAY LINE OF SAID OLD LAKE ALFRED ROAD, SAID POINT IS ALSO A POINT OF CURVE CONCAVE		
	NORTHWESTERLY; THENCE NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 1027.00 FEET, A CENTRAL		
	ANGLE/DELTA OF 17"02'44", 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
1925 BARTOW ROAD • LAKELAND, FL33801
OFFICE: (863) 940-2040 • FAX: (863) 940-2044 • CELL: (863) 662--0018	REVISION  l  7/24/19
EMAIL:INFO@WOODOVILCOM	REVISION 2 9/20/19	PAGE 6 OF 12	

N

500 250 0	500	1000
Scale: 1" = 1000·

NOT	A PART

NOT .4 PART	NOT A PART

-  -  -  -  - -  -  -  - - -  -	-  -  -  - -  - -  - -	-

PARCEL  1

NOT A PART

PARCEL 3

NOT A PART
NOT A PART

NOT A PART

00D
ASSOCIATES
-	Engineering, LLC
1925 BARTOW ROAD • LAKELAND, FL 33801
OFACE: (863) 940·2040 • FAX: (863) 940-2044. • CELL: (863) 662 0018
EMAIL:INFO@WOODCMLCOM

EXHIBIT 2 OVERALL C.D.D. -	KEY MAP
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
(NOT A SURVEY)
EXHIBIT 2 CONSISTS OF lVt/ELVE (12) PAGES, AND 15 NOT COMPLETE WITHOUT ALL PAGES
PAGE 7 OF 12

N

NOT A PART
3"J,!l.&C	RQ• q•47"  n 1 nR'
(LB 545;,;0 1+-----N-O_R_T_H_L_IN_E_O_F.:;Ti..H:..E....:.E._A;a.ST'-"l-/2..._.0_.F-'T"-H'-E-S_O_U_T_H_W_E_S_T_l/-4---j-
OF SECTION 19, TOWNSHIP 27 SOUTH, RANGE 26 EAST

E--,

PO! NT OF	fI0_!jJ:lJ.J:!J2 1/,," IRON ROD & CAP "LB 5450" NORTHWEST CORNER
EAST ½ OF THE SOUTHWEST 1/4 OF SECTION 19

	NORTHEAST CORNER	 EAST ½ OF THE SOUTHWEST 1/4 OF SECTION l 9

2 00 1",;0;;0 0===2s;o.;o.;;;;;.;;;;;;;400
Scale: l" = 400'
1.R.&C. IRON ROD AND CAP IAS NOTED) LB	LICENSED BUSINESS

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MAINTAINED

Curve Table	
Curve #	Length	Radius	Delta	Chord Length	Chord Bearing	
Cl	64.22'	246.83'	14° 54' 25"	64.04'	s13• 09• 26"W	
C2	60.02'	213.59'	16' 06' OS"	59.83'	543° 12' I 7"W	
C3	19.38'	150.45'	07° 22' 46"	19.36'	561' 45' 46"W	
C4	126.36'	523.28'	13• 50' 09"	126.06'	N67' 01' l6"W	
cs	34.95'	523.28'	03° 49' 37"	34.94'	N8l' 39' 02"W	
C6	121.57'	260.64'	26° 43' 30"	120.47'	N74° 29' 03"W	
C7	147.78'	242.45'	34• 55' 23"	145.50'	N40' 04' 24"W	
ca	217.05'	259.87'	47• 51' 20"	210.80'	N54° 10' 27"W	
C9	57.14'	241.94'	13° 31' 58"	57.01'	589' 09' 06"W	
ClO	24.38'	24l.94'	os• 46' 25"	24.37'	568' 16' 47"W	
Cl!	119.75'	257.7 l'	26' 37' 29"	118.68'	586' 10' 03"W	
Cl2	100.04'	475.61'	12' 03' 04"	99.85'	N68' 55' 28"W	

 
Curve Table	
Curve tt	Length	Radius	Delta	Chord Length	Chord Bearing	
Cl3	103.01'	415.63'	14' l 1· 59"	102.74'	N79' 41' 42"W	
C!4	125.72'	800.61'	08' 59' 50"	125.59'	586' 58' SS"W	
CJS	7.55'	492.25'	00' 52' 46"	7.55'	578' 33' l9"W	
Cl6	189.59'	463.28'	23' 26' 52"	188.27'	N7I' 23' J4"W	
Cl7	153.04'	320.64'	27' 20' 48"	151.59'	N74' 27' 38"W	
C18	183.27'	302.45'	34' 43' 11"	180.48'	N40' 31' 56"W	
Cl9	I 78.37'	199.87'	51° 07' 56"	172.51'	N56' 01· 55-w	
C20	117.96'	181.94'	37' 08' 54"	l 15.91'	584" 19' 33"W	
C2l	139.37'	317.7 ]'	25' 07' 59"	138.25'	588' 14' 39"W	
C22	90.69'	415.61'	12' 30' 07"	90.51'	N68' 52' l2"W	
C23	88.48'	355.63'	14' 15' I 7"	88.25'	N79' 31' 29"W	
C24	I 13.53'	740.61'	05• 46' 58"	l 13.41'	587' 01' 04"W	
C25	I 7.35'	432.25'	02' 17' 57"	17.34'	577° 36' 22"W	

&

00D
ASSOCIATES
Engineering, LLC
1925 BARTOWROAD • LAKELAND, FL 33801
OFFICE: [863) 940-2040 • FAX: [863) 940-2044 • CELL: (863) 662-0018

EXHIBIT 2
PARCEL 1
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
(NOT A SURVEY)
EXHIBIT 2 CONSISTS OF TWELVE (12) PAGES, AND IS NOT COMPLETE WITHOUT ALL PAGES

200 100  0	200	400
·	--;;;;;;;;
Scale: •l  = 400'

1.R.&C.  IRON ROD AND CAP (AS NOTED) LB	LICENSED BUSINESS

TOT A

(D)	INFORMATION PER "PARENT PARCELS" LEGAL DESCRIPTION
O.R.	 OFFICIAL RECORDS PG.	PAGE
NOT A PART

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ILB 8	(!,B 545QL

PARCEL 2

NORTH LINE OF THE SOUTH 1/2 OF THE SOUTHEAST 1/4 OF SECTION 19, TOWNSHIP 27 SOUTH, RANGE 26 EAST

soo•oI •04•E	-:-so •2·"'·;::1s=-·.,=09==•"'w-=c...::=--==--===-==--c=
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N,8_8"49'36"W	SECTION 19, TOWNSHIP 27 SOUTH, RANGE 26 EAST 	"f.L_'

(LB 8Ti6J

59.54'	w	1 n(J� :') 0	S.0..5...'..2±'.J,2'.Y'
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-  -  -  -  -""-...;- -  '  -  -   -.  -  -  -  -  -  -  -  -  -.-  -  -/-  - 	-:;:.,/- -JU.,::...7+-------------

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.29

(LB8126)	PA11 .CEL"-:J. '-	(LB 8126)
'•'- MAINTAl IED RIGHT-OF-WAY LINE	/

I

LESS & EXCEPT CASS ROAD
MAINTAINED 'llGHT-OF-WAY AS SHOWN IN MAP BOOK H. PAGES 73-36
AND O.R. BOOK 779-t. PG. 986-1002
PARCEL :J

Curve Table	
Curve #	Length	Radius	Delta	Chord Length	Chord Bearing	
Cl	64.22'	246.83'	14' 54' 25"	64.04'	SIB' 09' 26-W	
C2	60.02'	213.59'	16° 06' 05•	59.83'	543" 12' I 7"W	
C3	19.38'	150.45'	07' 22' 46"	19.36'	S6I" 45' 46"W	
C4	126.36'	523.28'	13" SO' 09"	126.06'	N67" 01' I6"W	
cs	34.95'	523.28'	03" 49' 37•	34.94'	NB!' 39' 02"W	
C6	121.57'	260.64'	26' 43' 30"	120.47'	N74' 29' 03-W	
C7	147.78'	242.45'	34" 55' 23"	145.50'	N40' 04' 24"W	
ca	217.05'	259.87'	47' 51' 20"	210.80'	N54' 10' 27"W	
C9	57.14'	241.94'	13' 31' 58"	57.01'	S89' 09' 06"W	
CIO	24.38'	241.94'	os· 46' 25•	24.37'	568° 16' 47"W	
Cl!	119.75'	257.71'	26' 37' 29"	118.68'	586' 10' 03"W	
Cl2	100.04'	475.61'	12' 03' 04"	99.85'	N68° 55' 28"W	

Curve Table	
Curve#	Length	Radius	Delta	Chord Length	Chord Bearing	
Cl3	103.01'	415.63'	14' 11' 59•	102.74'	N79' 41' 42"W	
Cl4	125.72'	800.61'	08' 59• so·	125.59'	S86" 58' 5s·w	
CIS	7.55'	492.25'	co· 52· 46"	7.55'	S78' 33' I 9"W	
Cl6	189.59'	463.28'	23' 26' 52"	188.27'	N7I' 23' I4"W	
Cl7	153.04'	320.64'	27" 20' 48"	151.59'	N74' 27' 38"W	
Cl8	183.27'	302.45'	34' 43' II"	180.48'	N40' 3I· 56"W	
Cl9	178.37'	199.87'	sI· o7' 56"	172.51'	N56' 07' 58-W	
C20	117.96'	181.94'	37' 08' 54"	115.91'	S84° 19' 33"W	
C2I	139.37'	317.71'	25' 07' 59•	138.25'	saa· 14' 39•w	
C22	90.69'	415.61'	12' 30' 07"	90.51'	N68" 52' I2"W	
C23	88.48'	355.63'	14' JS' 17"	88.25'	N79' 31' 29"W	
C24	113.53'	740.61'	oa· 46' ss·	113.41'	587' 01' 04"W	
C25	17.35'	432.25'	02· 17' 57•	17.34'	577" 36' 22"W	

-

WOOD

-

&D	PARCEL  1

EXHIBIT 2
& ASSOCIATES	SKETCH TO ACCOMPANY LEGAL DESCRIPTION
Engineering. LLC	(NOT A SURVEY)

1925 BARTOW ROAD " LAKELAND, FL33801	EXHIBIT 2 CONSISTS OF TWELVE (12) PAGES, OFFJCE: (863) 940-2040 • FAX: (863) 940-2044 • CELL: (863) 662-0018	 AND  IS  NOT  COMPLETE WITHOUT ALL PAGES

i
-@)-

200	100

0

200

Scale: l" = 400'

	I.R.&C.

LB	IRON ROD AND CAP (AS NOTED)

LICENSED BUSINESS	
	(D)	INFDRMATION PER "PARENT PARCELS"	
		LEGAL DESCRIPTION	
	C.R.	OFFICIAL RECORDS	
::--..	PG.	PAGE	

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PARCEL 4
AND LESS & EXCEPT OLD LAKE ALFRED ROAD
-MAINTAINED RIGHT-OF-WAY AS SHOWN IN MAP BOOK 2. PAGES 323-327 - AND O.R. BOOK 7794, PG. 986-1002

_SOUTH LINE OF THE NORTH 1/2 OF THE SOUTHWEST 1/4_ OF SECTION 20, TOWNSHIP 27 SOUTH, RANGE 26 EAST

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=:t	2	10	- z	oF sEcTI0N 20. TowNsH1P 21 souTH. RANGE 26 EAST-

2 

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MAINTAINED RIGHT-OF-WAY AS SHOWN IN MAP BOOK 14, PAGES 78-86

RIGHT-OF-WAY AS SHOWN ON STATE OF FLORIDA STATE ROAD DEPARTMENT RIGHT-OF-WAY MAP

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AND O.R. BOOK 7794, PG. 986-1002

SECTION 1629 PROJECT 5537
AND O.R. BOOK 7794, PG. 986-1002

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30	29

n.......... .	POINT OF BEGINNING
	SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SECTION 20,TOWNSHIP 27 SOUTH, RANGE 26 EAST
3/4" IRON PIPE ~ NO IDENTIFICATION

NOT A PART

Curve Table	
Curve #	Length	Radius	Delta	Chord Length	Chord Bearing	
Cl	9.06'	273.59'	01• 53' 52"	9.06'	N34• 39' 47"E	

C2	86.l l'	315.08'	15° 39' 31"	85.84'	Nl7° 59' 3l"E	
C3	13.83'	186.00'	04° 15' 37"	13.83'	N19• 32' 48"E	
C4	99.30'	ll6.00'	49° 02' 54"	96.30'	N4G• 12' 03"E	
cs	684.00'	1372.80'	2s· 32· 52"	676.95'	514° 16' 09"E	

-

1925 BARTOW ROAD • LAKELAND, FL 33801
OFFICE: (8631940•2040 • FAX: (8631 940·2044 • CELL: (863) 662·0018 EMAIL:INFO@WOODCMLCOM

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
PAGE 10 OF 12

I '

2. 0 0 1SO;;;;O;;;;;;;;;i0 = 2s;0.;0==;;;40.0
Scale: 1" = 400'

	I.R.&C. IRON ROD AND CAP (AS NOTED) LB	LICENSED BUSINESS
(D)	INFORMATION PER "PARENT PARCELS" LEGAL DESCRIPTION

O.R.	 OFFICIAL RECORDS PG.	PAGE

PARCEL  1

LESS &  EXCEPT
CASS ROAD ------

0

MAINTAINED RIGHT-OF-WAY AS SHOWN IN MAP BOOK 14, PAGES 78-86
ANO O.R. BOOK 7794, PG. 986-1002

;;_ · -4

MAINTAINED RIGHT-OF-WAY LINE 585'14'01'.J
[------	18•29'	S80°07'51"E	SOUTH LINE OF THE SOUTHEAST 1/4 OF
I	r39.84'	secTION 19, TOWNSHIP 27 SOUTH, RANGE 26 EAST I	589	1 9	I  2  0	S89'56'27"E
PAR,ct•c----....  7"1-------.:.	;,....\ 	"1R<l""<;1'"77""r7rr77trm1rn------+--+----------/-	,, 1,.,I 43.27'
'	.I.R.&t	-   g•Tq•4fl"i: co'l""s'M"ETNe9°3 n•:;,--'....rsl'l: foftil ""- -  ,  -  -  -, ssa-s3'35"E- -	-  -j- - ,-Cd~ ''"""il>-<<,.	

9

(LB 8126)	f	270.91'	232.23'	249.93'	S89".ffS9"E S89"S3'4a"	S8Y"38'.;2"E	172.89' !:>89"S9'22"E	u-	w
[g?049'36"E	217.53'	234.78'	297.15'	232.57'	��2
h	64.63'	NORTH LINE OF SECTIOIL3-	;: co  •	2 w
Cl:;	TOWNSHIP 27 SOUTH, RANGE 26 EAST	!oo,	g  Q
o	POINT  OF  BEG!NN!NG	3/-=' �e	;'2

a:	l2

NORTHEAST CORNER OF THE NORTHEAST 1/4 OF	:	v,:i
SECTION 30, TOWNSHIP 27 SOUTH, RANGE 26 EAST	O 5 0 S

""<: 'I'	<0	3/4" IRON PIPE ~ NO IOENTIFICA TION	""	w

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LD	i!:	PARCEL 3	?  5...

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I I I
I

NOT A PART

NOT A PART	I
I I I

Curve Table	
Curve tt	Length	Radius	Delta	Chord Length	Chord	Bearing	
CJ	117.05'	210.45'	31'	52' 07"	115.55'	N73" 00' 48"E	
C2	13.97'	273.59'	02'	55· 33"	13.97'	N50'	31' 27"E	

-

&

WOOD
ASSOCIATES
'------ Engineering, LLC
1925 BARTOW ROAD • LAKELAND, FL 33801
OFFlCE: (863) 940-2040 • FAX: (863)940-2044 • CELL: (863) 662-0018 EMAIL: INFO@WOODCMLCOM

EXHIBIT 2
PARCEL 3
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
(NOT A SURVEY)

EXHIBIT 2 CONSISTS OF TWELVE ( 12) PAGES, AND IS NOT COMPLETE WITHOUT ALL PAGES
REVISION 1 7/24/l9	PAGE 11 OF 1

'--

	 		

I.R.&C. IRON ROD AND CAP (AS NOTED) LB	LICENSED BUSINESS
(D)	INFORMATION PER 'PARENT PARCELS" LEGAL DESCRIPTION

O.R.	OFFICIAL RECORDS

2. 0 0 15o;;o;;;;io== 2s;o;;o==-400
Scale: !" = 400'

PG.	PAGE

NOT A PART
N89°56'4 I "E 1988.39'
NORTH LINE OF THE SOUTH 945' OF THE NORTHWEST l/4 OF SECTION 20. TOWNSHIP 27 SOUTH, RANGE 26 EAST

N89"56'4l"E 562.30' WEST (DI

POINT OF 8£C!NN!NC
l" IRON PIPE-NO IDENTIFICATION SOUTHWEST CORNER OF THE
NORTHWEST ¼ OF SECTION 39
SOUTH LINE OF THE NORTHWEST l/4 OF

.,.

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SECTION 20. T-O-WNSHIP 27 SOU-T-H. RANGE 26 EA--ST NORTH LINE OF THE NORTH l/2 OF THE SOUTHWEST l/4 OF

--	--	--	--

SECTION 20, TOWNSHIP 27 SOUTH, RANGE 26 EAST

AND LESS & EXCEPT COUNTY ROAD NO. 557
RIGHT-OF-WAY AS SHOWN ON STATE 0
FLORIDA STATE ROAD DEPARTMENT

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RIGHT-OF-WAY MAP SECTION 1629 PROJECT 5537
AND O.R. BOOK 7794, PG. 966-1002

(LB 8 26)

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AND LESS & EXCEPT OLD LAKE ALFRED ROAD
MAINTAINED RIGHT-OF-WAY AS SHOWN IN MAP SOOK 2. PAGES 323-327
AND 0.R. SOOK 7794, PG. 986-1002
.ffiN76°30'3l"W

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';iro!-'
 SSG 59'43"W 564.ll'	
MAINTAINED RIGHT-OF-WAY LINE
N89°

SOUTH LINE OF THE NORTH l/2 OF THE SOUTHWEST 1/4	 SECTION 20. TOWNSHIP 27 SOUTH, RANGE 26 EAST

PARCEL 2

78.
589°49'24"
100.00'
N89"46'32"
100.00· SOUTHEAST CORNER OF THE NORTH l/2
SOUTHWEST l/4 OF SECTION 20

Curve Table	
Curve#	Length	Radius	Delta	Chord Length	Chord Bearing	
Cl	422.39'	1830.57'	13' 13' 14"	421.46'	S08' 09' 36"E	
C2	51.54'	1850.57'	01' 35' 45"	51.54'	S00' 45' 06"E	
C3	768.39'	1492.39'	29• 30• co·	759.93'	S14' 42' 14"E	
C4	32.18'	so.co·	36' 52' 12·	31.62'	S42' 06' 40"W	
cs	486.74'	947.00'	29' 26' 57''	481.40'	S75' 16' 15"W	
C6	23.19'	20.00'	66' 25' 19"	21.91'	S56' 47' 04"W	
C7	274.54'	175.00'	89' 53' 07''	247.24'	N45' 03' 43"W	
ca	151.36'	250.00'	34° 41' 22"	149.06'	Nl7' 27'50"W	
C9	32.18'	50.00'	36" 52' 12"	31.62'	N78' 58' 52"E	
ClO	305.53'	1027.00'	17" 02' 44"	304.41'	N69' 04' oa·e	

00D
ASSOCIATES
Engineering, LLC
192S BARTOW ROAD • LAKELAND, FL 33801 OFFICE: (863) 940-2040 • FAX: (863) 940-2044 • CELL:(863)
662-0018
EMAIL:INFO®WOODCIVILCOM

EXHIBIT 2
PARCEL 4
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
(NOT A SURVEY)
EXHIBIT 2 CONSISTS OF TWELVE (12) PAGES AND IS NOT COMPLETE WITHOUT ALL PAGES
REVISION  1 9/20/19	PAGE 12 OF 12

'

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c:.

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1..:.1.

	:xi
Q.	

- -7
=11	

		

	

:I

DISTRICT
- 	,BOUNDARY
I			,  ,r  • ks J{
DISTRICT
--......  BOUNDARY-	- 

I 	
CREEK ROAD

......

L
r;­
Ln

Li)
ri
(:)

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

LI")
LI")
c:::
u

&9ssQT9

Engineering, LLC
1925 BARTOW ROAD • LAKELAND, FL 33801
OFFICE: (863) 940-2040 • FAX: (863) 940-2044 • CELL: (863) 662-0018 EMAIL: INFO@WOODCML.COM

EXHIBIT 3
EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT DISTRICT BOUNDARY

N

NO SCALE

CON

CON

VLDR

PROPOSED CDD DISTRICT

VLDR

CON

VLDR

CON

PROPOSED CDD DISTRICT

LDR

CON

1925 BARTOW ROAD • LAKELAND, FL 33801
OFFICE: (863) 940-2040 • FAX: (863) 940-2044 • CELL: (863) 662-0018

LEGEND
CON - CONSERVATION

VLDR - VERY LOW DENSITY RESIDENTIAL

N

 COMPOSITE EXHIBIT 4 EDEN HILLS CDD
EXISTING FUTURE LAND USE
CITY OF LAKE ALFRED
NO

EMAIL: INFO@WOODCIVIL.COM	LDR - LOW DENSITY RESIDENTIAL

SCALE

CON

CON

VLDR

PROPOSED CDD DISTRICT

VLDR

CON

VLDR

CON

PROPOSED CDD DISTRICT

CON
CON

PROPOSED LAND USE: LDR & CON

LDR

CON

1925 BARTOW ROAD • LAKELAND, FL 33801
OFFICE: (863) 940-2040 • FAX: (863) 940-2044 • CELL: (863) 662-0018
EMAIL: INFO@WOODCIVIL.COM

LEGEND
CON - CONSERVATION

VLDR - VERY LOW DENSITY RESIDENTIAL LDR - LOW DENSITY RESIDENTIAL

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

N

NO SCALE

N

R-lAAA

PROPOSED CDD DISTRICT

R-lAAA

NO

SCALE

&9ssQTg
Engineering,  LLC
1925 BARTOW ROAD • LAKELAND, FL 33801
OFFICE: (863) 940-2040 • FAX: (863) 940-2044 • CELL: (86:) 662-0018 EMAIL: INFO@WOODCIVIL.COM

LEGEND

D

CN - CONSERVATION
D R-lAAA - SINGLE FAMILY D\J\ELLING DISTRICT

EXHIBIT 5 EDEN HILLS COD
ZONING MAP CITY OF LAKE ALFRED

i
;i	(

\

;	\	,;

i

i

i	'\
\
\

WETLAND AND FLOOD ZONE AE
j

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DRAINAGE
1

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-

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f I	1	7'	_.-.

DD	/

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f----1,•-1	WETLAND AND •
/	FLOOD ZONE AE	•,
-/-	-
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-7 J	1 '

RICT
WETLAND AND	\
)	FLOOD ZONE AE

WETLAND AND FLOOD ZONE AE
/	,	......_	/

ll

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tl

0 FLOOD
ZONE A

■--

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&9ssQTg

LEGEND
  ,_.

FLOW DIRECTION

COMPOSITE EXHIBIT 6

*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.

Engineering,  LLC

1925 BARTOW ROAD • LAKELAND, FL 33801
OFFICE: (863) 940-2040 • FAX: (€63) 940-2044 • CELL: (863) 662-0018 EMAIL: INFO@WOODCNIL.COM

------ DRAINAGE BASIN

EDEN HILLS COD DRAINAGE MAP

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COMPOSITE EXHIBIT 6 EDEN HILLS COD

Engineering,  LLC

1925 BARTOW ROAD • LAKELAND, FL 33801
OFFICE: (853) 940-2040 • FAX: (863) 940-2044 • CELL: (863) 662-0018 EMAIL: INFO@WOODCIVILCOM

--	(W)	--	EXISTING 12" WATER MAIN

--	(FM)-- EXISTING 6" FORCE SEWER MAIN

WATER & FORCE MAINS

NO
SCALE

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

Infrastructure (1)	Phase 1 (142 Lots) 2019‐2023	Phase 2 (256 Lots) 2019‐2024	Phase 3 (227 Lots) 2020‐2025	Phase 4 (238 Lots) 2020‐2025	Total (863 Lots)	
Offsite Improvements to County Road 557 (5)(6)	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 (2)(3)(5)(6)	1,300,000.00	2,200,000.00	1,950,000.00	2,050,000.00	7,500,000.00	
Utilities (Water, Sewer, & Street Lighting) (5)(6) (8)	680,000.00	1,200,000.00	1,050,000.00	1,100,000.00	4,030,000.00	
Internal Roadways (not referenced above) (4)(5)(6)(10)	480,000.00	820,000.00	730,000.00	760,000.00	2,790,000.00	
Entry Feature (6)(7)	130,000.00	270,000.00	210,000.00	190,000.00	800,000.00	
Parks and Recreational Facilities (6)	190,000.00	410,000.00	320,000.00	280,000.00	1,200,000.00	
Contingency	  250,000.00	510,000.00	 440,000.00	 450,000.00	1,650,000.00	
TOTAL	$3,118,000.00	$5,597,000.00	$ 4,847,000.00	$4,958,000.00	$18,520,000.00	

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 grading 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 2020 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 863 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 Financing*	Operation and Maintenance	
Offsite Improvements to
CR 557	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.

COMPOSITE EXHIBIT B

Assessment Methodology

MASTER ASSESSMENT METHODOLOGY

FOR

EDEN HILLS
COMMUNITY DEVELOPMENT DISTRICT

Date: November 1, 2019

Prepared by

Governmental Management Services - Central Florida, LLC 135 W. Central Blvd, Suite 320
Orlando, FL 32801

Table of Contents
1.0 Introduction	3
Purpose	3
Background	3
Special Benefits and General Benefits	4
Requirements of a Valid Assessment Methodology	4
Special Benefits Exceed the Costs Allocated	5
2.0 Assessment Methodology	5
Overview	5
Allocation of Debt	6
Allocation of Benefit	6
Lienability Test: Special and Peculiar Benefit to the Property	6
Lienability Test: Reasonable and Fair Apportionment of the Duty to Pay Non-Ad Valorem Assessments	7
True-Up Mechanism	8
Assessment Roll	8
Appendix	9
Table 1: Development Program	9
Table 2: Capital Improvement Cost Estimates	10
Table 3: Bond Sizing	11
Table 4: Allocation of Improvement Costs	12
Table 5: Allocation of Total Par Debt to Each Product Type	13
Table 6: Par Debt and Annual Assessments	14
Table 7: Preliminary Assessment Roll	15
GMS-CF, LLC does not represent the Eden Hills Community
Development District as a Municipal Advisor or Securities Broker nor is GMS-CF, LLC registered to provide such services as described in Section 158 of the
Securities and Exchange Act of 1934, as amended. Similarly, GMS-CF, LLC does not provide the Eden Hills Community Development District with financial
advisory services or offer investment advice in any form.

1.0	Introduction

)

The Eden Hills Community Development District (the "District") is a local unit of special-purpose government organized and existing under Chapter 190, Florida Statutes as amended. The District anticipates the issuance at this time of not to exceed $22,000,000 of tax exempt bonds in one or more series (the "Bonds") for the purpose of financing certain infrastructure improvements ("Capital Improvement Plan11 within the District more specifically described in the Engineer's Report dated October 24, 2019 prepared by Wood & Associates Engineering LLC, as may be amended and supplemented from time to time (the 11Engineer's Report"). The District anticipates the construction of all or a portion of the Capital Improvements or Capital Improvement Plan ("Capital Improvements") that benefit property owners within the District.

Purpose

This Master Assessment Methodology (the "Assessment Report") provides for an assessment methodology that allocates the debt to be incurred by the District to benefiting properties within the District. This Assessment Report allocates the debt to properties based on the special benefits each receives from the Capital Improvements. This Assessment Report will be supplemented with one or more supplemental methodology reports to reflect the actual terms and conditions at the time of the issuance of each series of Bonds issued to finance all or a portion of the Capital Improvements. This Assessment Report is designed to conform to the requirements of Chapters 190 and 170, Florida Statutes with respect to special assessments and is consistent with our understanding of case law on this subject.

The District intends to impose non ad valorem special assessments ("Special Assessments") on the benefited lands within the District based on this Assessment Report. It is anticipated that all of the proposed Special Assessments will be collected through the Uniform Method of Collection described in Chapter 197.3632, Florida Statutes or any other legal means available to the District. It is not the intent of this Assessment Report to address any other assessments, if applicable, that may be levied by the District, a homeowner's association, or any other unit of government.

Background

The District currently includes approximately 370.91 acres in the City of Lake Alfred within Polk County, Florida. The development program for the District currently envisions approximately 739 residential units. The proposed development program is depicted in Table 1. It is recognized that such development plan may change, and this Assessment Report will be modified or supplemented accordingly.

The Capital Improvements contemplated by the District in the Capital Improvement Plan will provide facilities that benefit certain property within the District. Specifically, the District will construct and/ or acquire certain offsite improvements, stormwater management facilities, utility facilities, roadways, entry features, and park and amenity features. The acquisition and construction costs are summarized in Table 2.

The assessment methodology is a four-step process.

The District Engineer must first determine the public infrastructure improvements that may be provided by the District and the costs to implement the Capital Improvements.  .
The District Engineer determines the assessable acres that benefit from the District's Capital Improvements.
A calculation is made to determine the funding amounts necessary to acquire and/ or construct the Capital Improvements.
This amount is initially divided equally among the benefited properties on a prorated assessable acreage basis. Ultimately, as land is platted, this amount will be assigned to each of the benefited properties based on the number and type of platted units.

Special Benefits and General Benefits

Capital Improvements undertaken by the District create special and peculiar benefits to the property, different in kind and degree, for properties within its borders as well as general benefits to the public at large.

However, as discussed within this Assessment Report, these general benefits are incidental in nature and are readily distinguishable from the special and peculiar benefits, which accrue to property within the District. The implementation of the Capital Improvement Plan enables properties within the boundaries of the District to be developed. Without the District's Capital Improvement Plan, there would be no infrastructure to support development of land within the District. Without these improvements, development of the property within the District would be prohibited bylaw.

The general public and property owners outside of the District may benefit from the provision of the Capital Improvements. However, any such benefit will be incidental for the purpose of the Capital Improvement Plan, which is designed solely to meet the needs of property within the District. Properties outside of the District boundaries do not depend upon the District's Capital Improvements. The property owners within the District are therefore receiving special benefits not received by the general public and those outside the District's boundaries.

Requirements of a Valid Assessment Methodology

There are two requirements under Florida law for a valid special assessment:

The properties must receive a special benefit from the Capital Improvements being paid for.

The assessments must be fairly and reasonably allocated or apportioned to the properties being assessed based on the special benefit such properties receive.

Florida law provides for a wide application of special assessments that meet these two characteristics of special assessments.

Special Benefits Will Equal or Exceed the Costs Allocated

The special benefits provided to the property owners within the District will be equal to or greater than the costs associated with providing these benefits. The District Engineer estimates that the District's Capital Improvement Plan that is necessary to support full development of property within the District will cost approximately
$16,950,000. The District's Underwriter projects that financing costs required to fund the Capital Improvement Plan costs, the cost of issuance of the Bonds, the funding of a debt service reserve account and capitalized interest, will be approximately
$22,000,000. Without the Capital Improvement Plan, the property within the District would not be able to be developed and occupied by future residents of the community.

2.0	Assessment Methodology

Overview

The District anticipates issuing approximately $22,000,000 in Bonds in one or more series to fund the District's entire Capital Improvement Plan, provide for capitalized interest, a debt service reserve account and pay cost of issuance. It is the purpose of this Assessment Report to allocate the $22,000,000 in debt to the properties within the District benefiting from the Capital Improvement Plan. This report will be supplemented to reflect actual bond terms.

Table 1 identifies the land uses and lot sides in the development as identified by the Developer within the District. The District has commissioned an Engineer's Report that includes estimated construction costs for the Capital Improvements needed to support the development, which these construction costs are outlined in Table 2. The Capital Improvements needed to support the development are described in detail in the Engineer's Report and are estimated to cost $16,950,000. Based on the estimated costs, the size of the Bond issue under current market conditions needed to generate funds to pay for the Capital Improvements and related costs was determined by the District's Underwriter to total approximately $22,000,000. Table 3 shows the breakdown of the Bond sizing.

Allocation of Debt

Allocation of debt is a continuous process until the development plan for the District is completed. Until the platting process occurs, the Capital Improvements funded by District Bonds benefits all acres within the District.

The initial assessments will be levied on an equal basis to all gross acreage within the District. A fair and reasonable methodology allocates the debt incurred by the District proportionately to the properties receiving the special benefits. At this point all of the lands within the District are benefiting from the Capital Improvements.

Once platting or the recording of a declaration of condominium of any portion of the District into individual lots or units ("Assigned Properties") has begun, the Special Assessments will be levied to the Assigned Properties based on the benefits they receive, on a first platted, first assigned basis. The "Unassigned Properties" defined as property that has not been platted or subjected to a declaration of condominium, will continue to be assessed on a per acre basis. Eventually the development plan will be completed and the debt relating to the Bonds will be allocated to the assigned properties within the District, which are the beneficiaries of the Capital Improvement Plan, as depicted in Table 5 and Table 6. If there are changes to development plan, a true up of the assessment will be calculated to determine if a debt reduction or true­ up payment from the Developer is required. The process is outlined in Section 3.0.

The assignment of debt in this Assessment Report sets forth the process by which debt is apportioned. As mentioned herein, this Assessment Report will be supplemented from time to time.

Allocation of Benefit

The Capital Improvement Plan consists of offsite improvements, stormwater management facilities, utility facilities, roadways, entry features, and park and amenity features and professional fees along with related incidental costs. There are three product types within the planned development. The single family home has been set as the base unit and has been assigned one equivalent residential unit ("ERU"). Table 4 shows the allocation of benefit to the particular product type. It is important to note that the benefit derived from the Capital Improvements on a particular unit will exceed the cost that the unit will be paying for such benefits.

Lienability Test: Special and Peculiar Benefit to the Property

Construction and/ or acquisition by the District of its proposed Capital Improvements will provide several types of systems, facilities and services for its residents. These include offsite improvements, stormwater  management facilities, utility facilities,

roadways, entry features, and park and amenity features. The benefit from the Capital Improvements accrue in differing amounts and are somewhat dependent on the product type receiving the special benefits peculiar to that property type, which flow from the logical relationship of the Capital Improvements to the assigned properties.

Once these determinations are made, they are reviewed in the light of the special benefits peculiar to the property, which flow to the properties as a result of their logical connection from the Capital Improvements actually provided.

For the provision of the Capital Improvement Plan, the special and peculiar benefits are:

the added use of the property,
added enjoyment of the property, and
the increased marketability and value of the property.

These special and peculiar benefits are real and ascertainable, but are not yet capable of being calculated as to value with mathematical certainty. However, each is more valuable than either the cost of, or the actual Special Assessment levied for the Capital Improvement as allocated.

Lienability Test: Reasonable and Fair Apportionment of the Duty to Pay Non-Ad Valorem Assessments

A reasonable estimate of the proportion of special and peculiar benefits received from the public improvements described in the Capital Improvement Plan is delineated in Table 5 (expressed as Allocation of Par Debt per Product Type). This is also shown on Table 7 depicting Allocation of Par Debt per Product Type.

The determination has been made that the duty to pay the non-ad valorem special assessments is fairly and reasonably apportioned because the special and peculiar benefits to the property derived from the acquisition and/ or construction of Capital Improvement Plan have been apportioned to the property within the District according to reasonable estimates of the special and peculiar benefits provided consistent with the product type of assignable properties.

Accordingly, no acre or parcel of property within the boundaries of the District will have a lien for the payment of any Special Assessment more than the determined special benefit peculiar to that property and therefore, the debt allocation will not be increased more than the debt allocation set forth in this Assessment Report.

In accordance with the benefit allocation suggested for the product types in Table 4, a total debt per unit and an annual assessment per unit have been calculated for each product type (Table 6). These amounts represent the preliminary anticipated per unit

debt allocation assuming all anticipated assigned properties are built and sold as planned, and the entire proposed Capital Improvement Plan is constructed.

True Up Mechanism

Although the District does not process plats, declaration of condominiums, site plans or revisions thereto, it does have an important role to play during the course of platting and site planning. Whenever a plat, declaration of condominium or site plan is approved, the District must allocate a portion of its debt to the property according to this Assessment Report outlined herein. In addition, the District must also prevent any buildup of debt on Unassigned Properties. Otherwise, the land could be fully conveyed and/or platted without all of the debt being allocated. To preclude this, when platting for 25%, 50%, 75% and 100% of the units planned for platting has occurred within the District, the District will determine the amount of anticipated Bond Special Assessment revenue that remains on the Unassigned Properties, taking into account the full development plan of the District. If the total anticipated Bond Special Assessment revenue to be generated from the Assigned and Unassigned Properties is greater than or equal to the maximum annual debt service then no debt reduction or true-up payment is required. In the case that the revenue generated is less then the required amount then a debt reduction or true-up payment by the landowner in the amount necessary to reduce the par amount of the outstanding Bonds plus accrued interest to a level that will be supported by the new net annual debt service assessments will be required.

If a true-up payment is made less than 45 days prior to an interest payment date, the amount of accrued interest will be calculated to the next succeeding interest payment date.

Assessment Roll

The District will initially distribute the Special Assessments across the property within the District boundaries on a gross acreage basis. As Assigned Properties become known with certainty, the District will refine its allocation of debt from a per acre basis to a per unit basis as shown in Table 6. If the land use plan or product type changes, then the District will update Table 6 to reflect the changes as part of the foregoing true­ up process. As a result, the assessment liens are not finalized with certainty on any acre of land in the District prior to the time final Assigned Properties become known. The current assessment roll is attached as Table 7.

EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT DEVELOPMENT PROGRAM
MASTER ASSESSMENT METHODOLOGY

	Total Assessible		
Land Use	Units	ERUs _E>_er Unit (1)	Total ERUs	

Single Family	
739	
1.00	
739	
Total Units	739		739	

(1) Benefit is allocated on an ERU basis; based on density of planned development, with Single Family= 1 ERU

* Unit mix is subject to change based on marketing and other factors

(0

Prepared by: Governmental Management Services - Central Florida, LLC

Capital!_mprovement Plan ("CIP") (1)	Cost Estimate

Offsite Improvements - CR 557
Offsite Improvements - Old Lake Alfred Rd, Cass Rd, Adams Barn Rd Stormwater Management
Utilities (Water, Sewer, & Street Lighting) Roadway
Entry Feature
Parks and Amenities Contingencies

$250,000
$300,000
$6,790,000
$3,590,000
$2,520,000
$800,000
$1,200,000
$1,500,000

..,_
0

$16,950,000

CAPITAL IMPROVEMENT PLAN COST ESTIMATES MASTER ASSESSMENT METHODOLOGY

(1) A detailed description of these improvements is provided in the Engineer's Report dated October 24, 2019.

Descri_etion Construction Funds Debt Service Reserve Capitalized Interest Underwriters Discount Cost of Issuance Contingency

Par Amount*

Total
$	16,950,000
$	1,598,276
$	2,640,000
$	440,000
$	220,000
$	151,724

$	22,000,000

..,_
..,_

Bond AssumQ_tions:

BOND SIZING
MASTER ASSESSMENT METHODOLOGY

Interest Rate Amortization Capitalized Interest Debt Service Reserve
Underwriters Discount

6.00%
30 years
24 months Max Annual
2%

* Par amount is subject to change based on the actual terms at the sale of the bonds

Land Use

% of Total
No. of Units*	ERU Factor Total ERUs	ERUs

Total Improvements
Costs Per Product Type

Improvement Costs
Per Unit

ALLOCATION OF IMPROVEMENT COSTS MASTER ASSESSMENT METHODOLOGY

Single Family	739	1	739	100.00%	$	16,950,000	$22,936

Totals	739	739	100.00%	$	16,950,000

* Unit mix is subject to change based on marketing and other factors

...,.
I\.)

Prepared by: Governmental Management Services - Central Florida, LLC

EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT
ALLOCATION OF TOTAL PAR DEBT TO EACH PRODUCT TYPE MASTER ASSESSMENT METHODOLOGY

	Total Improvements	Allocation of Par		
	Costs Per Product	Debt Per Product		
Land Use	No. of Units*	Type	Type	Par Debt Per Unit	

Single Family	739	$	16,950,000	$	22,000,000	$29,770

Totals	739	$	16,950,000	$	22,000,000

* Unit mix is subject to change based on marketing and other factors

..,_
(;)

Prepared by: Governmental Management Services - Central Florida, LLC

EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT
PAR DEBT AND ANNUAL ASSESSMENTS FOR EACH PRODUCT TYPE MASTER ASSESSMENT METHODOLOGY

Net Annual  Gross Annual
Allocation of Par			Maximum		Debt		Debt Debt Per Product	Total Par Debt Per	Annual Debt	Assessment	Assessment
Land Use	No. of Units*	TYe_e_~		Unit		Service	  Per Unit	 Per Unit (1)

Single Family	739	$	22,000,000	$29,770	$	1,598,276	$	2,163  $	2,326

Totals	739	$	22,000,000	$	1,598,276

(1) This amount includes collection fees and early payment discounts when collected on the Polk County Tax Bill

* Unit mix is subject to change based on marketing and other factors

..,_
.j:,.

Prepared by: Governmental Management Services - Central Florida, LLC

Owner	

Property ID #'s*	

Acres	Total Par Debt Allocation Per Acre	
Total Par Debt Allocated	Net Annual Debt Assessment
Allocation	Gross Annual Debt Assessment Allocation (1)	

Jack M. Berry Inc.	
262719-000000-024010	
9.80	
$59,503	
$	583,128	
$	42,364	
$	45,552	
Jack M. Berry Inc.	262719-000000-022010	145.55	$59,503	$	8,660,644	$	629,186	$	676,544	
Jack M. Berry Inc.	262730-000000-011010	33.85	$59,503	$	2,014,173	$	146,327	$	157,341	
Jack M. Berry Inc.	262720-000000-042010	40.89	$59,503	$	2,433,073	$	176,760	$	190,065	
Jack M. Berry Inc.	262720-000000-032010	37.90	$59,503	$	2,255,159	$	163,835	$	176,167	
Lucerne Park Investment, LLC	262720-000000-042030	12.35	$59,503	$	734,861	$	53,387	$	57,405	
Lucerne Park Investment, LLC	262720-000000-044010	22.67	$59,503	$	1,348,930	$	97,998	$	105,375	
Lucerne Park Investment, LLC	262720-000000-032040	66.72	$59,503	$	3,970,032	$	288,419	$	310,127	
Totals		369.73		$ 22,000,000	$	1,598,276	$	1,718,576	

...,.
(J1
(1) This amount includes 7% to cover collection fees and early payment discounts when collected utilizing the uniform method.

Annual Assessment Periods Projected Bond Rate (%)
Maximum Annual Debt Service

30
6.00%
$1,598,276

* - See Metes and Bounds, attached as Exhibit A

Prepared by: Governmental Management Services - Central Florida, LLC

I

EDEN HILLS CDD
LEGAL DESCRIPTION

PARCEL1
THE S-1/2 OFSE-1/4 ANO E-j/2 OF SW•1/4 OF StCTlON lS, TOWNSHIP 27 SOUTH, RANGE 26 EA.sT, POLK COUNTY, FLORIDA,
LESS ROAD.RIGHTOFW. AY O. F CASS R.QAO.
PARCEL2
THE S ½ OF THE SW. ¼ OF .S.ECTlON 20, TOWNSHIP 27 SOU.TH, RANGE 2 EAST; LESS AND EXCE?T ALL ROADWAYS ANO EASEMENTS OF RECORD OR iN USE, LYING ANO SEJNG IN POLK COUNTY, FLORIDA.	•	•	•

F'ARCEL3
COMMENClNG 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 A ONG THE NORTH LINE OF SAID SECTION 2290 FEET; THENCE SOIJTH 685 FEET; THENCE IN ANEASTERLY DIRECTION PARAl,L.EL TO THENORTH UNE OF SAID SECTIONTO THE EAST LINE OF SAID SECTION ANO THENC; IN A NORTHERLY DIRECTION TO THE Pl.ACE OF BEGINNING, LES$ ROAD RIGHT OF WAY OF CASS ROAD,

PARCEL4
iHE SOUTH 94S FEET OF THE NW¼ ANO THE N ½ OF THE SW¼ O!'Z SECTION 20, TOWNSHIP 27 SOUTl-1, RANGE 26 EAST, LESS ANO EXCEPT A PARCEL OF LANO DESCRIBED flS.!=QLLOWS: BEGINNING AT A POINT S41 FE£!' NORiH OF THI: SOVTHEAST CORNER OF THEN ½ OF THE SW¾, RUN THENCE NORTH ALONG THE HALF SE:crJON UNE A DISTANCE OF1929 FEET TO THE NORTH BOUNDARY OF THE ABOVE OESCRISEO PROPER"l'Y, RUN THENCE WEST A OJ.STANCE .OF 562.3 FEET, RUN THENCE SOUTH 1$"15' !:AST A DlSTANCE OF 2009.3 FEET TO THE POINT OF SEGINNlNG.
LESS & EXCEPT THE' FOllOWlNG DESCRlBED PARCELS:

iHAT PORTION OF CASS ROAD MAlNTAINEO RIGHT-OF-WAY AS SHOWN IN MAP 800l< 14, ?AGES 78 THROUGH 86, ANO OFFIQAL RECORDS SOOK 7794, PAGES 9$6 THROUGl-i 1002, PUBLIC RECORDS OF POU< COUNTY, FLORIDA, IN SECTIONS 19, 20, ANO 30TOWNSHIP 27 SOUTH, RANGE 2:6 EAST:,POLK COUNiY, FLORIDA.,

ANO LESS &. a,(CEPT

THAT PORTION OF OlO tAKE ALFRED ROAD AS RECORDED IN MAP SOOK :2, PAGES 323 THROUGH 3.27, AND OFFICIAL RECOROS BOOK 7794, PAGES 986·THROUGH 1002, PU£UC RECORDS OF POLK COUNTY, FLORIDA, IN SECTION 20, TOWNSHIP 27 SOUTH, AANGE:26 EAST, POLK COUNTY, FLORIDA.

AND LESS & EXCEPT

RIGHT-OF-WAY PARCELS FOR COUNTY ROAD 557 AS SHOWN ON STAlt OF FLORIDA STATE ROAO DEPARTMENT
RIGHT-OF-WAY MAP SECTION 1629 PROJtCT SS 7, ANQ OFFICIAL RECORDS BOOK 7794, PAGES 986 THROUGH
1002. PUBLIC RECOf{OS OF POLK COUNTY, FLORIDA.	I

-
-

EXHIBIT 2
EDEN HILLS

r  I •
I
i

1925 SAA1'¢W.ROAO· o.	I'!..
OFFICE:@63) • fAX,;.(Set 2():.l!• atl:{SS)S62-0tl1ll
MAI!.!lN!'OQIWOODCMLCOM

COMMUNITY DEVELOPMENT DISTRICT LEGAL DESCRIPTION
Fte.tlS!ON. l 7/24/19
lteVlSlON 2. 9fi!1/li	PAGe 1 OF 12

	THOSE.P)UUSMORE PAATICULARLYOESCRIBEP AS:	L

PAACELl
6eG1N Ai A 5/8" IRON ROD AND CAP "t.S S4SO" STANOING AT THE NORTHWEST CORNER OF THE	½ Of THE SOUTHWEST 1/4 OF ABOVE SA!O SECTION 19, AND Rl.JN THENCE ALONG TH£ NORTH LINE OF THE EAST ½ Of THE SOUTHWEST¼ OF SAiD SECTION 19 N-89..59'47"-E, 1321.6$ FEET TO THE NORTHEASr CORNEF{ OF THE EAST ½ OF THE	I
SOLf'l'HWEST ¼ OF SAID SECTION 1 ; THENCE ALONG THE EAST LINc Of THE EAST ½ OF THE SOUTHWEST ¼ OF SAlO	l SECTION 19 s.oo•os•25n E,1323.96 FEET TO A POINT ON THE NQRTH LINE OFTHE SOUTH½ OFrHE SOUTHEAST¼ OF $Al0 SECTION i9; rHENCE ALONG THE NORTH LINE OF THE SOUTH ½ OF THE.SOUTHEAST¼ OF $AID SECTION 19 5-89"58'20".,.e, 2537.88 FEETiO AS/8" IRON ROOAND CAP "LB S45(Y' STANDING ON THE WESTERLY MAINTAINED RIGHT-OF-WAY LINE OF
CASS ROAD ACCOROJNG TO MAP SOOK 14, PA$ES 18 THftOUGH 86 (INCLUSN.E}; ANO OFFldAL RECORDS SOOK 7794, PAGES 986 THROUGH 1002 {tNCLUSIVE), PJJSUC RECORDS OF POU< COUNTY, FLOR.IDA; THENCE ALONG SAJO.WESTERLY
MAINTAINED RlGHT-OF-W;W LINE THE Oi.l.OWIN TWEL\JE (12} COURSES: l}S-02.15'09''-W, 13.10 FEET TO A 5/8" IRON ROD AND CAP LS f$l2Ei"; THENCE 2) N-S9•S7'21";.W, i1.08 FE!E'f TO A 5/� IRON ROD ANO CAP "LB 8126"; THENCE 3) s.oo·o1•04" e, 81.82 FEET; THENCE 4) N"S7°$7T47"-W, 0,97 FEET; THENCE S) s-oo+02'58"•W, 83.99 FEET; THENCE 6) S-OO l4'03"·E, 282.24 i=EET; THENCE7) s-oo·o1'04"..,e, 4l.8.62 FEET; THENCE 8} S-0(t34'59"-W, 258.08 FEET TO A 5/ ' IRON ROD AND CAP  8126"; THE:NCE 9) S-Os♦:24'1Q"•W, 43.23 FEET 70 A POINT OF C.Uf.{VE CONCAVE NORTHWESTERLY;
THENCE .10) SOl;.ITliWES"iERLV A!,.ONG SAID OJFtVE HAVING A RADIUS OF 24S;i33 FEET, A CENTRAL ANGLE/OEL1A OF 14*54'25", A CHORD SEARING .OFS-ls-'09'26"-W, A CHORD DISTANCE OF 64.04 FEET, FOR AN ARC LENGTH OF $4.22 FEET TO A POINT OF COMPOUND CURVE CONCAVE NORTHWESTERLY; THENCE 11} SOUTHW!SSTERLY ALONG SAIO CURVE HAVING A RADIUS OF l13.S9 FEET, A CENTRAL ANGl.G/OELTA OF 1.s•0,6'05", A CHORD BEARING OF s-43"12'17"'-W, A CHORD DISTANCE OF 59.83 FEET, FOR AN ARC LENGTH OF 60.02 FEET TO A POINT OF COMPOUND CURVE CONCAVE NORTJ:iWESTERLY; THENCE 12) SOU'rHWESTERLY ALONG SAID CURVE HAVING A R.AOll.lS·O'F= 150.45 FEET, A CENTRAL ANGLE/DELTA OF 07'"22'4$"', A CHORO SEARING OF S.61•4S'46'"•W, A CHORD DISTANCE OF .19.36 FEET, FOR AN MC LENGTH OF 19.3S FEET TO AS/$/' lRON 00 ANO.CAP STANDING ON THE NORTHERLY MAINTAINED i:tlGHT-OF-WAYUNE
OF SAID CASS ROAD; THENCE ru..ON.G SAID NORnJERi.Y IViAINTAINED•R!GHT-OF WAY LINE THE FOLLOWING FORTY (40 COURSES; 1) s.ss·ss•s.r-w, 153.54 fEET;THENCE 2)5-89"10'31"-W,i16.44 'FEET; THENCE 3)-S-89•17•23...w, lSS.18 FEET; TH£NCE 4) N•S9·38'32..•W, 298.2HEET; THENCE 5) N-ss•53•42"" w. 'i.$4.7:J FEET; THENCE 6) N-89'"37'59"-W, 217.$.4 FEST;
THENCE7) s-S9·3Q'SO"-W, 250;08 FEET; THENCE $) N-ss·ss'OS"-W, 231.89 FEn; THENCE 9) N 89•49•4S"-W, 270 34 FEET; THENCE 10) N-88•49'35"-W,.59.54 FEET; THENCE 11) N-$0"07'.52"-W, 31.•96 FEET; THENCE 12) N•SS•:t4'0l"•W, 17: FEET; THENCE 13) N-1o·ss'.02"-W, 18.15 FEET; THENCE 14) N-65"55'$1"-W, 21.10 FEET; THENCE 15) N-6'r0$'5gi°'-W, 98.72 FEET TO A POINT OF CURVE CONCA.VE SOUTHWESTERLY; THENCE 16) NORTHWESTERLY Al.ONG SAID CURVE.HAVING A RADIUS
Of 523.28.FEET; A CENTAAL ANGLE/OEl.!A Ot:13°50'09", A CHORD .BEARING OF N:-6T01'16"-W, A CHORD DlSTANCE OF
126.06 FEET, FOR AN ARC LENGTH OF 12.6.:SS FEETfTHENCE ;l.7) N:.68°58'31"'-W, 34.06 FEE'T; THENCE 1$) s-ss·s1·os..-w,
19;75 FEET TO A POINT OF CURVE CONCAVE SOUTHERLY; THENCE 19) NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 523.2.S FEET, A CENTRAL. ANGLE/OEl.TA OF 03'"49'37", A CHORD SEARING OF N-81"39'02"-W, A CHORD
DISTANCE OF 34.94 FEET, FOR AN ARC LEN.GTH OF 34.95 FEET; THENCE 20) S-89"14'01"-W, 66.62 FEET TO A POrNT OF CURVE.CONCAVE NORTHERLY; THENCE 21) NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS Of 260.64 FEET A CENTRAL ANGLE/DELTA OF 26"43'SO", A CHORD SEARING OFN-74"29'03"-W A CHORD DISTANCE OF 120.47 FEET, FOR AN ARC LENGTH OF 121.57 FEET TO A POINT OF COMPOUND CUR.VE CONCAVE NORTHWESiERLY; THENCE 22)
NORTHWESTERLY A!,.ONG SAID CURVE HAVING A RAOUJS O'F 242.45 t=EET, A CENTRAL ANGLE/DELTA OF 34•55'23" A CHORD BEARING 't>F N-40.04'24"?W, A CHORO OiST'ANCE OF i4S.50 FEET, FOR AN ARC LENGTH OF 147.78 FEET; THENCE
23) N-:2TS7'49"•W, 90.05 FEET TO A POrN't OF CURVE CONCAVE SOUTHWESTERLY; THENCE 24} NORTHWESTERLY ALONG
SAID CURVE HAVING A RA.OIUS OF 259.87 FEET, A CENTRAL ANGLE/DELTA Ci= 47"Sl'20"', A CHORD BEARING OF N-54•1()'21"-W, A CHO!W DiSTANCE OF 210.80.FEET, FOR AN ARC LENGTH-OF i17.0S FEET; THENCE 25) N-65.,06'24"-W,
17.01 FEET; THENCE l5l s-,sg•o9•05".w, 24.96 FEET 70 A POINT OF CURVE CONCAVE SOlJ'l'HEru.Y; Tl-iENCE 27} SOUTHWESTERLY ALONG SAID CURVE. HAVING·A RADIUS OF 241.94 FEET, A. CENTRAL ANGLE/DELTA OF 13•31'.SS", A	1·
CHORO BEARING OF S-S9"09'Ct;"-W, A CHORD DISTANCE .OF $7.0l FEET, FOR AN ARC LENGTH OF 57 14 FEET; THENCE 28)
S-89•()9'06;,-W, 2(L44 FEET; THENct 29} $-75.16'11'-W,14.14 FEET; Tl-iENCE30) S-5 "'52'40"-W,13 79nETTOAPOINT OF  , . CURV!: CONCAVE SOUTHEASTERLY; THeNCE 3!} SOl.lTHWESte LY ALONG SAID CtJF{VE HAVING A RADIUS OF 241.94 FEET,  r)
A CeN:rAAL ANGLE/DELTA OF ()5•45•25", A CHORD 6EARlNG·OFS.6S•16'47"--W, A CHORD DISTAi'lilCE.OF 24.37 FEET,·FOR AN ARC LENGTH OF .24.38 FEET; THENCE 32) S-63.03'02"•W, 8S.2i FEET; THENCE 33} s-54•14•5 W,92.99 FEET TO A POINT OFCURVE CONCAVE NORTHERLY; TliENCE 34) SOl,JT.HWESTERLY ALONG $AIO CIJRVE HAVING A AAOIOS.OFi.57.71FEET, A
CENTRAL ANGLE/DELTA OF 26 7'29",ACHQRO SEAR.ING OF S-W10'03";.W, A CHOR.D DISTANCE OF US.68 FEET, FOR AN	

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EXHIBIT 2
EDEN HILLS
COMMUNITY DEVELOPMENT DISTRICT
LEGAL DESCRIPTION
fl-AGE 2 OF 12	

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OARFC···C·LUE.·RN. GVTEH·C.··oO..·.N.·FClAl.V9E.•.7S.5OFUE.TEHT·W1·;·E··TSHT.EEN.CREL.-Y�;5.'r)NHE-s.N.rC.1E0•379·)·"·.N.-.OW.,.•RT3·H7..···.W··.·sE•.·.S.sF.TEEET·R•···;L.TYHEANLCOEN.•·.G3.S6A)tI·D·.:6C5.U.•R.5•V4E'3.H1"A..-V.,..wJN.G6•5.A6.••8RAFEDEITU·tS·.T•OOAFp4•.7.oIN5· ..6T1 FEET, A CENTRAL ANGLE/DELTA OF 12"03'04", A CliORO BEARING OF N°68•SS'28" w, A CHORD DISTANCE OF 99.SS FEET,

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FOR AN ARC LENGTH OF .100.04 FEET TO A POINT OF COMPOUND CURVE CONCAVE SOUTHWESTERLY; THENCE •:SS} NORTHWESTERLY At.ON.G SAIO CUR\/£ HAVlNG A RADIUS OF 415.63 FEET, A CENTRAL ANGLE/DELTA OF 14•11'59", A
CHORD BEARl G OFN-"79•41'42"-W,ACHORO DISTANCE OF10 ;74 FEET, FORAN ARC LENGTH OF 103.01.FEETTO A POINT	•
OF COMPOUND CURVE CONCAVE SOUTHERLY; THENCE 39) SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 800.$1FEET, A CENTRAL ANGLE/DELTA OF os•59•s0", ACHORD SEARING OF S,;36"58'55"-W, A CHORD DISTANCE Oi= 12.S.59 FEET, FOR AN ARC LENGTH OF 12.5.72 FEET TO A POINT OFCOMPOUND CURVE CONCA\li: SOUTHEASTERLY; THENCE 40) SOUTHWesTERLY ALONG SAID CURVE HAVING A RADIOS OF 492..25 FEET, A CENTRAL. ANGl.E/OELTA OF 0£r52'46", A CHORD BEARING OF S-78*33'19"-W, A CHORD DlSTANCE C).f 7$5.FEET, FOR AN ARC.LENGTH OF 7.55 FEET TO A S/'tr IRON.
ROD AND CAP" LS Sl2G".STANDING ON THE WEST LINE OF iHE £AST½ OF THE SOUTHWEST¼ OF.SAID SECTION 19, SAID POINT IS HERESY D IGNATED POINT "A" TO SE USED HEREIN AITTR; THENCE DEPARTING SAID NORTHEftLY MAINTAIN.ED
RiGHT-OF-WAY, ANO C:ONTtNUING ALONG THEWEST UNE OF THE EAST ¼ OF Tt!E SOUTHWEST ¼ OF SAID SECTION 19 N-Oo•og•1-w,2166.25 FEET TO THE POiNT OF BeGINNIN .

TOGETiiER WITH
COMMENCE AT ABOVE DESIGNATED POINT "g, AND RUN 11i£NCE ALONG THE WEST LINE OF THE !:AST¼ OF THE SOUTHWEST¼ OF SAU) SECTION 19 s-oo·os·1s -E, 61.47 FEET TO AS/SN IRON ROD AND CAP "'LS 8126" AND THE POINT OF BEGtNNING; THENCE CONTINl,le ALONG THE WESTUNE OF THE EAST½ OFTHE SOUTHWEST¼ OF SAID SECTION 19, AND CONTINUING S-00"08'18''-E, 418.74 FEET TO A POINT ON THE SOUTH LINE OF THE SOUTHWEST ¼ OF SAID SECTION 19;

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iHENCE ALONG THE SOUTH LINE OF THESOUTHWEST¼ OF SAiO SECTION 19 $>89.56'27"-E; 1602;:S FEET TO A S/8" IRON ROD AND CAP "LS 8l29" STANDING ON THE SOtrrHERLY MAINTAINED RJGH'l"-OF-WAY LINE OF CA,$$.ROAD ACCORDiNG TO MA? BOOK 14 PAGES 78. THROUGH 86 {INCLUSIVE), ANO OFFICIAL RECORDS SOOK 7794, PAGES 986 THROUGH 1002
(INCLUSIVE}, PUSUC RECORDS OF POLK C0Ul'-tl'Y, ft.ORIOA;THEN.Cl:DEPARTING THE $0UTH LINE OFTHE. SOUTHWEST¼ OF SAID SECTION 19, AND ALONG SAID SOUTHERLY MAINTAINED RIGHT-OF-WAY UNE 'THE FOl.LOWiNG iWENTY (20} COURSES: l) N srOS'S9"-W, 78.i9 FEET TO A POINT OF CURVE CONCAVE SOUTHWESTERLY; THENCE 2) NORTHWESTERLY ALONG SA10 CURVE HAVING A RAOlUS OF 463.28 FEET A CENTRAL ANGLE/DELTA OF 23"26'52", A CHORD BEARING OF N-71"'2S,'14"•W, A CHORD OISTANCE OF 18S.27 FEET, FOR AN AAC LENGTH Of 189.59 FEET; THENCE 3) 5.g9•14•01"-W,
64.lS FEET TO A POINT OF CURVE CONCAVE NORT!iERl.Y; THENCE 4}.NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 320;64 FEET, A CENTRAL ANGLE/DELTA OF 27 0'43", A CHORD BEARING OF N-74.27'38"-W, A CHORD DISTANCE OF 151.59.EET, FOR .AN ARC LEN.GTH OF 153.04 !=EET TO A POINT OF COMPOUND CURVE CONCAVE NORTHEASTERLY; THENCE SJ NORTh'WESTERLY. ALONG $AID CURVE HAVING A RADIUS OF 302.45 !=EET, A CENTRAL ANGLE/DELTA OF 34•43•11n, A CHORD BEARING OF N-40.31'56"-W, ACHORD DISTANCE OF 180..48 FEET, FOR AN ARC LENGTH OF 183.?7 FEET;, THEN E 6} N-2r57'4S"-W, 86.l.3 FEET TO A PO.INT OF CURVE CONCAVE SOUTHWESTERLY; THENCE 7) NORTHWESTERLY ALONG SAID. CURVE HAVING A-RADIUS OF 199.87 FEET,. A CENTRAL ANGLE/DELTA OF 51'"07'56", A CHORD BEARING OF N-56"07'58"-W, A CHORO DISTANCE OF 172.51 FEET, FOR AN ARC LENGTH OF 178.37
FEET TO A POll'i4T bf COMPOUND CURVE CONCAVE SOUTHERLY; TH NCE 8) SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 181.94 FEET, A CeNTRAL ANGLE/DELTA .OF aros·w, A CHORD St.ARING OF S-.84..19'33"'-W, A CHORD
DISTANCE OF 115.91 FEET, FOR AN ARC l.ENSTH OF 117.$6 FEET; THENCE :9) $-,63•03'02"-W, 84.SB FEET; THENCE 10) S-.64..14'52"-W, 97.SO FEET; Tr!ENCE 11) $.n·ss·21"-W, 10.80 !=EET; THENCE 121 s-ss·o7'54"-W, 3,99 FEET; Tr!ENCE 1$) s.g5•02'26"':.w,S.89 FEET TO A POINT OF CURVE CONCAVE NORTHERLY; THENCE 14) SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 317a'i'l FEET, A CENTRAL ANGLE/DELTA OF 25•07•59;,, A CHORD SEA. ING 01= S-8S"14'3S"-W, A
CHORO DISTANCE OF 138.25 FEET, FOR AN ARC LENGTH OF 139.37 FEET; THENCE lS} N"6r10'3Sl" W,44,44 !=EET; THENCE
16) N-66.S4'31" W, 67.99 FEET to A POINT OF CURVE CONCAVE SOUTHWESTERLY; THENCE 17) NORTHWESTERLY ALONG

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SAID CURVE HAVlNG A RADIUS OF 415.ISl FEET, A CENTRAL ANGLEJt)EtTA OF 12·so·or, A CHORD SEARING oi: N-WS2'12"-W, ACHORD DISTANCE OF 9Ct51FEET, ·FOR AN AR(: tENGTl-f OF 90,69 FEET TO A. POINT OF COMPOUND CURVE CONCAVE SOUTHWl:SrtRLY;THENCE 18) NORTHW!STERLYALONG SAID CURVE HAVING A RADIUS OF 355;63 FEET, A CENTRAL ANGLE/DEL.TA OF 14"15'17', A CHORD SWING OF N 79"31'29"..W A CHORD DISTANCE Of SS,25 FEET, FOR AN
ARC DISTANCE OF 88.4$ FE!tt TO A POIJ\Ct OF COMPOUND CURVE CONCAVE SOUTHERLY; THENCE 19) SOUTHWESn'.RLY . ALONG SAlO CORVE HAVING A MOlUS OF 7'4!M!ii "F.El:'r, A tENliW. ANGU:/OEi.TA OF 08'"46'SS" A CHOR.O BEAI iNG 0
S-SJ-01'04"-W; A CHORD P1$TANCE OF 113.41 FEET, FOR AN ARC LENGTH OF 113.53 FEET TO A POINT OF COMPOUNO
CURVE CONCAVE SOUTHEASTERLY; THENCE 2Q) SOUTHWESTERLY ALOt.1$ SAID CURVE HAVING AAAO!US OF 432.25 FEET, A CENTRAL ANGLE/DELTA OF 0 ·11·sr, A CHORD BtARING OF $>71"36'2 -W; A CHORO DISTANCE 0Fl7.34 FEET, FOR AN ARC LENGTH OF 113$ FEETTO THE POINT 01= BlGlNNING.	•-	•   •
EXHIBIT 2 EDEN HILLS
COMMUNITY DEVELOPMENT DISTRICT LEGAL DESCRIPTION
EViS!ON l  7124/1$
ffllS!ON 2 9/'20/19	PAGE 3 OF l2

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PARCEt2

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BEGlN AT A ¾" IRON PIPE: WITH NO lt)EN'TIF!CATION STANDING AT iHE SOl.trHWEST CORNER OF TH£ SOUTHWEST¼ OF SAli5secnON20;AND RUN THENCE Al.ONG THi; WEST LINE OF THE SOUTHWEST¼ OF SAID SECTION 20 N-00"0$'40"-W,
47.41 FEET TO A POINT ON THE EASTERLY MAINTAINED RIGHT-OF-WAY lJNE OF CASS ROAD ACCORDING TO THE MAP

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8001< 14; PAGES 7$ THROUGH 86 (lNCLUSlVE), ANO OFFIOAL RECOROS SOOK 779.4, PA$ES 986 THROUGH 1002
{iNC!.:USIVE), PUBLiC RECORDS OF POLK COUNTY, FLORIDA; THENCE DEPARTING !HE WEST LINE OF THE SOUTHWEST¼ OF SAID SECTIC)N 20, P-ND RIJN THENCE ALONG THE EASTERLY MAlNTAfNEO RIGHT-OF-WAY LINE OF SAID CASS ROAD,

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THE FOi.LOWiNG ELEVEN {11) COURSES: 1) NORTHEASTERLY ALONG A CURVE CONCWE·NORTHWESTERLY, HAVING A RADIUS OF 273.59 FEETj A CENTRAt ANGLE/DELTA OF Oi♦S3'S2"', A CHQRO SEARING OF N-34°39'47"-E, A CHOi:tD DISTANCE OF 9.06 FEET, FOR AN ARC LEN$TH OF 9.05 FEET TO A POINT Or CQMPOUNO CUiWE CONCAVE NORTHWSTERLY; 2} N6RTHEASTERLYALONG SAID CURVE HAVING A RAoiU$ OF 315.08 FEET, A CENTRAL ANGLE/DELTA OF 1s·ss·sr, A CHORD BEARING .OF N f7"59'31"--E, A CHORD DISTANCE OF 8$.$4 F ET, FOR ,AN ARC LENGTH OF 86.11 FEET; THENCE 3) N-OS•24'19"- , 4$.20 J:i:ET TO A 5/S"IRON ROD AND CAf> "l.S $126"; THENCE 4) l\1•00"34'59"-E; 261.88 FEET; THENCE 5} N-0o·os·sw-e, 200.20 fEET; THENCE6) N-00°07!04"-W, 200.11F ;THENCE 7) N-00•14'03"-W, 300.00 FEET; THENCE 8) N-00·02·s8"'...E, .11FEET; THENCE 9} s.s9•ss104"'.-W, 0.42 FEET TO AS/S"' IRON ROD AND CAP ..LS
8126", SA.ID POINT IS ALSO A POINT OF CURVE CONCAVE SOUTHEASTERLY; THENCE 10} NORTHEASTERLY ALONG SAIi) CURVE HAVJNGA RAOlUSOFl.SG.00 FEET; A CENTRAL ANGLE/DELTA .OF 04"15'37.,,ACHORO SE.ARING OF N-19•32'4S"-E, A CHORD DISTANCE OF 13.83 l=Ett, FOR AN ARC LENGTH OF 13 FEET TO A POINT OF COMPOUND CURVE CONCAVE SOUTHEASTERLY; THENCE 11) NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 116.00 FEET, A CENTRAi. ANGLE/DELTA OF 49"02.'54"', A CHORD BEARING dF N-46'"1'.t03"-E., A CHORD DISTANCE OF 96.30 FEET" FOR AN ARC LENGTH OF $$.30 FEET TO A POINT ON THE SOUTHERLY MAINTAIN RJGHT-OFWAY UNE OF OLD LAKE Al.FRED ROAO ACCORDtNG TO MAP SOOK 2, PAGES 3	THR0TJ$!1 327 {INCLUSIVE}, AND OFFIOA!.. RECOROS SOOK 7794 PAG,ES986 THROUGH 1001 (INCLUSIVE), PUBLIC RECORDS OF POU( COUNTY FLORIDA; THENCE ALONG THE SOUTHERLY MAINTAINED RIGHT-OF-WAY OF SAIO OLD i.AKE ALF8ED ROAD THE FOLLOWING TWENTY-SIX (26) COURSES: l) N s2· ·13" E, 27.59 F ET; THENCE 2) N-$TOS'l.3" E, $0.11 !=EET; THENCE 3) N-s9•59•4s"-E, 67.10 FEET; 'THENCE 4) s-ss·1s'l3"'.-E,.9.93 FEET; THENCE S) s-ss•4a• e, 10(:t02 FEET; THENCE 6) N-ss·s.6'17H-E, 100.00 FEET; THENCE 7) S-89"S6'13"-E, 100.00 FEET; 1'Hl:NCE 8) N--S9•23•4r..e, 100.00 FEET; THENCE 9) N-S7°2S'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 l.2} S0S9'"08'4S" E, 100.01 FEET; THENCE

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13) 5.,g9•55•51,,-e, 100.00 FEET; THENCE 14) N-ss·s2•13"';.E; 100.00 FEEi; THENCE 15) N-ss·s2'S1"-E, 100 00 FEET; THENCE 1Eij s-s9•55•51H:.&:,100.00 FEET; THENCE 17) N s9•.59i4S'.'-E,100.00 .FEET;THENCE18)S$"39'39"-E,100.00 FEET; THENCE 19) N-89"35'39"-E, lOCJ,00 FEET; THENCE 20} s-ss•sS'24" E., 100.00 J:!ET; i'HENCE 21) N-S9"5l'51".,E, .100.00 FEET; THENCE 22} N-$9.4S'SS"' E; 100.00. FEET; THENCE 23) N-89"49'24"-E, lD0.00 FEET; THENCE 24) s-s9•4S'06"'-E, 100;00 FEET; iHENCE 25) N•89•11'36"-E, 100.Ql FEET; THENCE 26) S-89.19'2l"'•E 38.37 FEET TO A 5/ IRON ROD AND CAP "LB 8126"" STANOINCi ON THE WESTERLY RIGHT-OF-WAY UN! OF COUt,,,'TY ROAD NUMBER 557, AS SHOWN ON THE STATE OF FLORIPA STATE ROAD DEPARTMENT RIGHT-OF-WAY MAP SECTION 162g;.PROJEtr SS 7, ANO As RECORDED IN OFF!OAL RECORDS BOOK 7794, PAGES 986 THROUGH 1002 (INCLUSIVE), PQBUC ReCORDS OF POLI< COUNTY, FLORIDA, SAID POINT IS AtsO A POINT OF CUft\!E CONCAVE SOUTHWESTERLY; THENCE At.ONG1"HE WESTERLY RIGHT-OF-WAY LINE OF SAiD COUNTY ROAD NUMBER 557 THE FOLLOWING TWO (21 COURSES: 1} SOUTHEASTERLY ALONG SAID CURVE HAVING A AAOIUS OF 1372.80.FEET, ACEN'T.RAL. ANGLE/DELTA OF 2 32'$2''; A CHORD BEARING OF S-14.16;09,.-E, A CHORD DISTANCE OF 676,95 FEET, FOR AN ARC LENGrH OF 684.00 F.EET TO A Sf?;' IRON ROD ANO .CAP "LS 8126"'; THENCE 2} S-00":00'16"-W, 662.88 FEET TO A 5/8"' lRON ROD AND CA? "LS 8126" STANDING ON iHE SOUTH UNe OF THE SOUTHWEST ¼ OF SAJC) SE.CTION 20; THENCE DEPARTING THE WESTERLY RIGHT-OF;.WAY LINE OF SAID COUNiY ROAD NUMS.£R 557, AND CONTINUE ALONG THE SOUTH LINE OF THE SOUTHWEST ¼ OF SAID SECl"ION 20 N-39"55'39"-W, 2580.00 FEET TO THE PQINT OF BEGINNING.
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EXHIBIT 2
f	EDEN HILLS

COMMUNITY DEVELOPMENT DISTRICT LEGAL DESCRIPTION
PAGE 4 OF 12

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PARCEt3
BEGIN AT A¾" IRON PIPE WITH NO IDENTIFICATION STANDING AT THE NO THEAST CORNER OF THE NORTH ¼ OFSAID SECTION 30, ANO RUN tHENCE ALONG THE EAST UNE OFSAID SECTlON 30 S,;-Oo·os•40"-E, 685.00 FEET; TO A 5/ff' IRON ROD ANO cAP "LS 5450"; THENCE DEPARTING THE EAST LINE OF SAlO SECTION SO, N-89•S6'27"•W,
2i90.00 FEET TO A 5/ff' IRON ROD ANO CAP" LS 54.SO"; THENCE N oo·os'32."-W; 65.6.90 FEET TO A 5/ff' IRON ROD AND CAP "LS8126"' STANOIN:G ON THE SOUTHERLY MAINTAINED RIGHT-Of..WAY LINE OF CASS ROAD ACCORDING TO THE MAP BOOK 14, PAGES 78 THROUGH $6 (INCUJSIVE), AND 0Ff!ClAl. RECOROS BOOK 77$4, PAGES 986 THROUGH 1,002 (tNCLUSIVE), PUSUC RECORDS OF POU< COUNTY, FLORIDA; THENCE A.LONG S.AID SOUTHERLY MAINTAINED RIGHT-OF•WAY LINE THE FOLLOWING FOURTEEN {14) COURS!S: l) s-ss•14•01"-E, 18.29 FEET; THENCE 2)
$-80'"07151"-E, 39,84 .FEET; THENCE 3) s-ss•49'36"'-E, 64.63 FEET; THENCE 4J s.,.s9•49•48"-E, 27(Ml FEET; THENCE 5}
s-s9•5s'08"'-E,,232.23 FEET; THENCE 6} N-89*30'50"-E, 24$.93 FEET; THENCE 7) S-s9•37•59",.E; 217.53 FEET; THENCE
8) s-s9•53•4:i"'-E, 234.78 FE.ET; tHENCE 9) 5-$"$8'32"-'E, 297.15 Fm; THENCE 10) s-ss•s3•.s:,--E, 172.89 FEE't; TliENCE 11) s-39•59'22"-E, 232.57 FEET; THENCE 12) S-S9 '57"·E, 95.31 FEE'i TO A 5/ff' IRON ROD ANO CA.P "lB 812$", SAID POINT IS Al.SO A.POINT OF CURVE CON.CAVE N08THERLY; iHENCE 13} N08THEASTERLY ALONG SAID
CURVE HAVING A AAOlUS OF 2:!.0.45 FEET, A CENTAAL ANGLE/DELTA OF ai·s2·or, A CHORD BEARING OF N-73•00'4ff'-E, A CHORO DISTANCE OF 115.55 FEET, FOR AN ARC LENGTH OF 117.05 FEET TO A POINT OF
COMPOUND CURVE CONCAVE NORTHWES1'ERLV; THENCE 14) NORTH;,AS'iERlY AlON<:i SAID CURVE HAVING A RADIUS OF 273.59 FEET, A CENTRAL ANGLE/DELTA OF 02·ss'33", A CHORD BEARING OF N.;.50" l'27"-E, A CHORD DISTANCE OF 13.97 FEET, FOR AN ARC LENG'iH OF 13.97 FEETTO A POlNT ON iHe NORiH LINE OF SAID SECTION SO; THENCE DEPA. TlNG THE SOUTHERLY MAINTAINED RlGHT-Of..WAY UNE OF SAlD CASS ROAQ, ANO ALONG THE NORTH LINE OF SAID SECTION 30; 5-89♦s6'27» E, 43.27 FEET TO THE POINT OF 6EG1NNING.
PARca4
SEG!N AT A 1" IRON PIPE WITH NO IDENTIFlCA'TfON STANC>lNG AT THE SOUTHWEST CORNER OFTH.ENORTHWEST¼
.of SAib SECTION 20, AND RUN THENCE ALON(; THE WEST LINE OF THE NO THWEST ¼ OF SAID SECTION 20 N-oo·os·40" w, 94S.OO fE-ET TO THE NORTH LINE OF THE. SOUTH945 FEET OF THE NORTHWEST ¼ OF SAID SECTION 20; THENCE ALONG THE NORTH UNE:0F THE SOUTH .945 FEET OF THE NORTHWEST ¼ OF.SAID SECTION 20
N-$9 5 '41"-E, 19$8.39 F ET TO A POINT ON THEWESTERLY RIGHT,-QF,.WAY LINE OF COUNl'f ROAD NUMBER SS7 AS SHOWN ON THE STATE OF Fl.ORIOA STATE ROAD DEPARTMENT RIGHT-Of..WAY MAP SECTION 1629-PROJECT 5S37, ANO AS RECORDED 1N OFfJC!AL RECORDS BOOK 7794; PAGES 986 THROUGH 1002 (lNCUJSlVE}, PUBLIC RECORDS .QF POl.i< COUNTY, FLORIDA SAID POINT IS ALSO A POINT 'OF CURVt CON.CAVESOUTHWESiERLY; THEN.CE ALONG THE
WESTERLY RlGHT.;.Qf..WAY LINE OF SAlO COUNTY ROAD NUMBER 557 THE FOLLOWING stx (6) COURSES: 1)
SOUTHEASTERLY At.ONG SAID CURVE HAViNG ARADIUS OF lSM.57 FEET, A CENTAALANGLE/OELTA OF f3°iS'l¢, A
CHORD BEARING OF s--os·09•3s"-E, A CHORD DISTANCE OF 421,46 FEET, FORAN AACLENGTH OF 422.39 FEET TO A
.5/ffI'RON ROD ANO CAP "LS.5450"; THENCE 2) N.;.ss•21101"-E,.20.00 FEET TO AS/rf' IRON ROQ ANO CAP "LB 8126", SAID POiNT IS ALSO A POINT OF CURVE CONCAVE WES'lcRlY; THENCE S} THEN<:$ SOUTHERLY ALONG SAID CURVE HAVING A AAOHJS OF 1850,57 FEET, A CENTRAL ANGLE/DELTA OF 01"35'45", A CHORD SEARING OF $-OQ•4S'OS'' E, A CHORD OJSTANC£ OF 51.54 FEET, FOR AN ARCLENGTH OF 51.54.FEET TO A 5/8" !RON ROD AND CAP "LS 8126"; THENCE 4) s-oo·o2'46H•W, 193.U FEET TO A SIS" 1RON ROD AND CAP "LS Si26", SAID POINT IS Al.SO A POINT OF
CURVE CQNCAVE EASTERLY; THENCE S) SOUTHEASTERLY ALONG SAID CURVE HANING A RADIUS OF 1492..39 F.EET, A CENTRAL ANGLE/DELTA OF:zs·so·w, A CHORD eEARING OF s-14•42•14";.;E, A CHORD DISTANCE OF 759.93 FEET, FOR AN ARC LENGTH OF768.39 FEET TO A5/$" IRON ROO AND CAP ,,LS 8126"; THENCE 6) S-29.27'14".-E, 56.87FEET TO A
5/ff' !RON ROD AND CAP" LB $126" STANDING ON THE NORTHERLY MAINTAINED RIGHT-OF-WAY LINE OF OLD LAKE ALFRED ROAD AtCOROlNG TO MAP SOOK 2., PAGES 323 THROUGH 327 {lNCLUSIVE}, AND OFFICIAL RECORDS BOOK n94, PAGES 986 THROUGH 1002 (!Nct.OSNE}, p.Osl..ic RECORDS .OF POLK COUNTY, FLORIDA, SAID POINT IS ALSO A
POINT OF CURVE CONCAVE NORTHWESiERLY; THENCE DEPARTING THE WEST'eRLY RIGHT-Of.WAY LiNE OF $Alb COUNTY ROAD NUMBER 557, AND ALONG THE NORTHERLY MAINTAINED RIGHT-Of.WAY LINE OF SAlD OLD LAKE ALFRED ROAD THE FOLLOWING NINE {9) COURSES: 1)SOUTHWESTERlY ALONG SAID CURVE HAVlNG A RADIUS OF S0.00 FEET, A CENTRAL ANGLE/DELTA OF 36*52'12", A CHORD SEARING OF 5-42.06'40"-W, ACHORD DISTANCE OF 31.62.FEeT, FOR AN ARClENGiH Of'. 32.18 FEET TO A 5/8" IRON ROD AND CAP "l.S 8126"; THEN.CE 2) S-60•32'46" W,
20.14 FEeTTO A 5/S" IRON ROD AND CAP'"LS8:126" HEREBY DESIGNATED POINT "B"' TO SE USED HEREINA.f:TER,SAIO
POINT IS ALSO A POINT OF CURVE CONCAVE N THWESTERLY; THENCE 3) SOUTHWESTERLY ALONG SAID CURVE HAVIN A RADIUS O.F 947;.00 f:Efl"; A CENTRAL ANGLE/DELTA OF 29"26'57", A CHOFtt> 8EA8iNG OF S-75"16'15"·W, A
CHORD .DISTANCEOF 48l.40 FEET, FOR AN ARC i,fNGTH OF 486:74 FEfT TO A S/1!!' IRON ROD ANO CAP "LSS12$";

EXHIBIT 2 EDEN HILLS
COMMUNITY DEVELOPMENT DISTRICT
LEGAL DESCRIPTION
!ltEVlSION l 1/24/l!:1
R!MSlON 2 9nOll9	PAGE 5 Of 12

I

j

I

THENCE.4} S.89°S9'4S"-W, 564.31 FSETTOAS/:8" IRON.ROD AND CAF> "LB $12$''; 'l'HENt:e.s) N-76 0'31"-W, 51.42 FEET TO A 5/f/' IRON ROD AND CAP "LS 8126n; THENCE 6) S-89"59'43"-W, 217.24 FEET TO A S/S" IRON ROD AN CAP "LS 8126", SAID POINT IS ALSO A POINT OF CURVe CONCAVE NORTHWESTERLY; THENCE 7) TH NCE SOUTHWESTERLY ALON(S SAID CUR.VE HAVING ARAolUS C)f 20.00 FEET, A CENTRALAN LE/DaTA Of 66°25'19..., A C.'iORO BEARING OF S.56"47'04"-W,A CHORD DISTANCE OF 21.91 FEET, FOR AN ARC LENGTH CF 23,1.9 FEET TO A 5/$/ IRON ROD AND CA? ·ts 8126'"'; THENCE S) s ss•sg•43"-W, 710 79 FEET TO A S/gj' lRON ROD.ANO CAP "!.B 8126", SAtD OINT IS ALSO A POINT OF CURVE CONCAVE .NORTAEtlLY; iHi:NCE9} NOJmiWESTERLY ALONG SAlO OJRVE HAVING A RADIUS OF
175.00.Fm,  A CENTRAL ANGLE/DEi.TA OF 89"53'.01", A CHORD BEAAIN<S OF N,;4S•o3•4r•W, A CHORD DISTANCE OF
247.24 FEET, FOR AN ARC I.ENGTr! OF 274.$4 i=EET TO A 5/8" IRON ROD ANO CAP STANDJNG ON THE EASTERLY MAINTAINED R1$HT-OF-WAY UNE OF SAID OLD LAKE ALFRED ROAD; THENCE ALONG THE EASTERLY MAINTAJNEO RIGHT-OF-WAY UNE OF SAID ()l.D LAKE Al.FRED ROAD THE FOUOWING rwo {2) COURSES': 1) N-oo·o7'09"-W, 8$9.59

I

FEET TO A 5/f/' IRON ROD AND CAP "I.B 8126", SAlD POINT IS Al.SO A POINT OF CURVE CONCAVE WESTERLY; THENCE
,	2} THENCE NORTHWESTERLY ALONG .SAID CURVE HAVING A AAO!US OF 250.00 FEET, A C;ENTAAL ANGLE/DELTA OF

I

. . 34•41'22", A QiORD SEARING OF N 1T27'50"-W, A CHORD DISTANCE OF 149,06 FEET, FOR AN ARC LENGTH OF l,.51.$6 Fetr TO A S/W IRON ROD ANO CAP ,,LS 8126'' STANDING ON THE Wm UN£ OF THE NORTH ½.OF THE SOUTHWEST ¼ OF SAID SECTION 20; THENCE DEPARTING THE EASTERJ.Y MAiNTAINEC> RJGtfr-OF,.WAY OF SAID Ol.D
LAKE Al1RED ROAD, AND At.ONG THE WEST LINE OF '!'HE NORTH ½ OFTH!: SOUTHWEST¼ N-00-08'40"-W,48.43 FEET

I

i

TO THE POlN'f OF BEGINNING.

TOGETHER WlTH
COMMENCE AT ABOVE OE$1GNATEO POINTT, ANO RUN THENCE s-;29"26'S4"•E, 80.0Q FEET TO A 5/'f!' IRON ROD AND CAP "LS 8126", SAID POINT IS THE .POINT OF S£G1NNING, SAID POINT !$ ALSO A POINT ON THE SOUTHERLY MA!NTAlNEO RIGHT-OF-WAY UNE OF SAID OLO LAKE ALFRED ROAD; THENCE ALONG THE SOUTHERLY MAlNTAlNED RIGHT-OF-WAY UNE OF SAil) 01.0 LA  AL.FRED ROAD THE FOLLOWING TWO (2) COURSES: 1) N-Go•32'46"·E, 20.15
FEET TO A 5/!!/' IRON ROD AND CAP "l;B 8126", SAID POINT ISALSO A POINT OF CURVE CONCAVE SOUTHEASTERLY;
THENCE 2).NORTHEASTERLY ALONG SAID CURVE HAVING A AAOIUS OF 50 00 FEET, A C:ENTRAL ANGLE/DELTA OF 36.S2'12H, A CHORD BEARING OF N-78.58'52"-E, ACHORD DISTANCE OF 31.62 FEET, FOR AN ARC LENGTH OF 32.18. FEET TO A Sff/' IRON ROD ANO CAP STANO!NG ON THE WESTERLY RIGHT OF WAY LINE OF SAID COUN"TY ROAD NUMBER 557; TH.ENq: ALONG THE WESTERLY RIGHT--0.F-WAY LINE OF SAID COUf/TY ROAD 557 s.29•27•14#·E, 141.3$ A FEET.TO A 5/	IRON ROD AND CAP "1.B 8126H STANDING ON THE NORTHERLY MAINTAINED RIGHT-OF-WAY LINE OF SAIO OLD LAKE Al1RED ROAD; THENCE ALONG THE NORTHERLY MAINTAINED RIGHT-OF-WAY UNE OFSAID 01.0 LAKE ALFRED ROAD THE FOi.LOWiNG FIVE(S)COURSES: 1) s,.g5•30'10"MW, 23.94 FEET; THENCE i} s,.a9•49•24>•.w, 100.00 FEET; THENCE 3) N-SS•46'32"·W, 10().00 FEET; THENCE 4) S.$9.49'24"-W, 100;00 FEET; THENCE 5) N-S9"39'3g,>-w,
.78.54 FEET TO A 5/'f!' .IRON ROD AND CAP "LB 8126", SAID. POINT lS A POINT ON THE SOUTHERLY MAJNTAJNEO RIGHT-OF-WAY UNE OF SAID 01.0 LAKE Al.FRED ROAO, SAID POINT IS Al.SO A POINT OF CURVE CONCAVE NORTHWESTERLY; THENCE NORTHEASTeRl..Y ALONG SAJO CURVE HAVING A AAOJUS OF 1027.00 FEET, A CENTAAL ANGW0ELTA OF 1:r02'44",A CHORD BEARING OF N-69°04'08"'•1:, ACHORD DISTANCE OF 304.41FEET, FORAN ARC LENGTH OF 305.SS FEETTO THEPOINT OFBEGINNING.

EXHIBIT 2

I

EDEN HILLS
COMMUNITY DEVELOPMENT DISTRICT LEGAL DESCRIPTION
RfVlSION l 7/Z4/ll)
RlMSl()N 2 sr.!Q/19	PAGE 6 Or 12

SUPPLEMENTAL ASSESSMENT METHODOLOGY

FOR

EDEN HILLS
COMMUNITY DEVELOPMENT DISTRICT FORPHASEl

Date: November 13, 2020

Prepared by

Governmental Management Services - Central Florida, LLC 219 East Livingston St.
Orlando, FL 32801

Table of Contents
1.0 Introduction	3
Purpose	3
Background	4
Special Benefits and General Benefits	4
Requirements of a Valid Assessment Methodology	5
Special Benefits Exceed the Costs Allocated	5
2.0 Assessment Methodology	6
Overview	6
Allocation of Debt	6
Allocation of Benefit	7
Lienability Test: Special and Peculiar Benefit to the Property	7
Lienability Test: Reasonable and Fair Apportionment of the Duty to Pay Non-Ad Valorem Assessments	8
True-Up Mechanism	8
Assessment Roll	9
Appendix	10
Table 1: Development Program	1O
Table 2: Capital Improvement Cost Estimates	11
Table 3: Bond Sizing	12
Table 4: Allocation of Improvement Costs	13
Table 5: Allocation of Total Par Debt to Each Product Type	14
Table 6: Par Debt and Annual Assessments	15
Table 7: Preliminary Assessment Roll	16

GMS-CF, LLC does not represent the Eden Hills Community
Development District as a Municipal Advisor or Securities Broker nor is GMS-CF, LLC registered to provide such services as described in Section 15B of the
Securities and Exchange Act of 1934, as amended. Similarly, GMS-CF, LLC does not provide the Eden Hills Community Development District with financial
advisory services or offer investment advice in any form.

1.0	Introduction

The Eden Hills Community Development District (the "District") is a local unit of special­ purpose government organized and existing under Chapter 190, Florida Statutes as amended. The District has issued $2,950,000 of tax exempt bonds in one or more series (the "Bonds") for the purpose of financing certain infrastructure improvements for Phase 1 ("Phase 1 Capital Improvement Plan") within Phase 1 of the District more specifically described as Exhibit 7 in the Engineer's Report dated March 4, 2020 prepared by Wood & Associates Engineering LLC, as may be amended and supplemented from time to time (the "Engineer's Report''). The District anticipates the construction of all or a portion of the Phase 1 Capital Improvements or Phase 1 Capital Improvement Plan ("Capital Improvements") that benefit property owners within Phase 1 the District.

Purpose

This Supplemental Assessment Methodology (the "Supplemental Report") which supplements the certain Master Assessment Report dated November 1, 2019 (the "Master Report") and together with the Supplemental Report (the "Assessment Report") provides for an assessment methodology that allocates the debt to be incurred by the District to benefiting properties within Phase 1 of District. This Assessment Report allocates the debt to properties based on the special benefits each receives from the Capital Improvements. This Assessment Report may be supplemented with one or more supplemental methodology reports to reflect the actual terms and conditions at the time of the issuance of each series of Bonds issued to finance all or a portion of the Capital Improvements. This Assessment Report is designed to conform to the requirements of Chapters 190 and 170, Florida Statutes, with respect to special assessments and is consistent with our understanding of case law on this subject.

The District intends to impose non ad valorem special assessments ("Special Assessments") on the benefited lands within Phase 1 of the District based on this Assessment Report. It is anticipated that all of the proposed Special Assessments will be collected through the Uniform Method of Collection described in Section 197.3632, Florida Statutes or any other legal means available to the District. It is not the intent of this Assessment Report to address any other assessments, if applicable, that may be levied by the District, a homeowner's association, or any other unit of government.

Background

The District currently includes approximately 370.91 acres in the City of Lake Alfred within Polk County, Florida. Phase 1 comprises approximately 33 acres. The development program for Phase 1 of the District currently envisions approximately 142 residential units. The proposed development program is depicted in Table 1. It is recognized that such development plan may change, and this Assessment Report will be modified or supplemented accordingly.

The Phase 1 Capital Improvements contemplated by the District in the Phase 1 Capital Improvement Plan will provide facilities that benefit certain property within the District. Specifically, the District will construct and/ or acquire certain offsite improvements, stormwater management facilities, utility facilities, roadways, entry features, and park and amenity features. The acquisition and construction costs are summarized in Table 2.

The assessment methodology is a four-step process.

The District Engineer must first determine the public infrastructure improvements that may be provided by the District and the costs to implement the Capital Improvements.
The District Engineer determines the assessable acres that benefit from the District's Capital Improvements.
A calculation is made to determine the funding amounts necessary to acquire and/ or construct the Capital Improvements.
This amount is initially divided equally among the benefited properties on a prorated assessable acreage basis. Ultimately, as land is platted, this amount will be assigned to each of the benefited properties based on the number and type of platted units.

Special Benefits and General Benefits

The Phase 1 Capital Improvements undertaken by the District create special and peculiar benefits to the property in Phase 1, different in kind and degree, for properties within its borders as well as general benefits to the public at large. However, as discussed within this Assessment Report, these general benefits are incidental in nature and are readily distinguishable from the special and peculiar benefits, which accrue to property within Phase 1 of the District. The implementation of the Phase 1 Capital Improvement Plan enables properties within the boundaries of Phase 1 of the District to be developed. Without the District's Phase 1 Capital Improvement Plan, there would be no infrastructure to support development of land within the Phase 1 of the District. Without the Phase

1 Capital Improvements, development of the property within Phase 1 of the District would be prohibited by law.

The general public and property owners outside of Phase 1 of the District may benefit from the provision of the Phase 1 Capital Improvements. However, any such benefit will be incidental for the purpose of the Phase 1 Capital Improvement Plan, which is designed solely to meet the needs of property within Phase 1 of the District. Properties outside of Phase 1 of the District boundaries do not depend upon the District's Phase 1 Capital Improvements. The property owners within Phase 1 of the District are therefore receiving special benefits not received by the general public and those outside the Phase 1 District boundaries.

Requirements of a Valid Assessment Methodology

There are two requirements under Florida law for a valid special assessment:

The properties must receive a special benefit from the Capital Improvements being paid for.
The assessments must be fairly and reasonably allocated or apportioned to the properties being assessed based on the special benefit such properties receive.

Florida law provides for a wide application of special assessments that meet these two characteristics of special assessments.

Special Benefits Will Equal or Exceed the Costs Allocated

The special benefits provided to the property within Phase 1 of the District will be equal to or greater than the costs associated with providing these benefits. The District Engineer estimates that the District's Phase 1 Capital Improvement Plan that is necessary to support full development of property within Phase 1 of the District will cost approximately $3,118,000. The District's Underwriter projects that financing costs required to fund a portion of the Phase 1 Capital Improvement Plan costs, the cost of issuance of the Bonds, the funding of a debt service reserve account and capitalized interest, will be $2,950,000. Without the Phase 1 Capital Improvement Plan, the property within Phase 1 of the District would not be able to be developed and occupied by future residents of the community.

2.0	Assessment Methodology

Overview

The District has issued $2,950,000 in Bonds in one or more series to fund a portion of the District's Phase 1 Capital Improvement Plan, provide for capitalized interest, a debt service reserve account and pay cost of issuance. It is the purpose of this Assessment Report to allocate the $2,950,000 in debt to the properties within Phase 1 of the District benefiting from the Phase 1 Capital Improvement Plan. This report will be supplemented to reflect actual bond terms.

Table 1 identifies the land uses and lot sizes in the development as identified by the Developer within Phase 1 of the District. The District has commissioned an Engineer's Report that includes estimated construction costs for the Phase 1 Capital Improvements needed to support the development; these construction costs are outlined in Table 2. The Phase 1 Capital Improvements needed to support the development are described in detail in the Engineer's Report and are estimated to cost $3,118,000. Based on the estimated costs, the size of the Bond issue under current market conditions needed to generate funds to pay for a portion of the Capital Improvements and related costs was determined by the District's Underwriter to total $2,950,000. Table 3 shows the breakdown of the Bond sizing.

Allocation of Debt

Allocation of debt is a continuous process until the development plan for Phase 1 of the District is completed. Until the platting process occurs, the Phase 1 Capital Improvements funded by District Bonds benefits all lands within Phase 1 of the District.

The initial assessments will be levied on an equal basis to all gross acreage within Phase 1 of the District. A fair and reasonable methodology allocates the debt incurred by the District proportionately to the properties within Phase 1 receiving the special benefits. At this point all of the lands within Phase 1 of the District are benefiting from the Phase 1 Capital Improvements.

Once platting or the recording of a declaration of condominium of any portion of the District into individual lots or units ("Assigned Properties") has begun, the Special Assessments will be levied to the Assigned Properties based on the benefits they receive, on a first platted, first assigned basis. The "Unassigned Properties" defined as property that has not been platted or subjected to a declaration of condominium, will continue to be assessed on a per acre basis. Eventually the

development plan will be completed and the debt relating to the Bonds will be allocated to the Assigned Properties within Phase 1 of the District, which are the beneficiaries of the Phase 1 Capital Improvement Plan, as depicted in Table 5 and Table 6. If there are changes to development plan, a true up of the assessment will be calculated to determine if a debt reduction or true-up payment from the Developer is required. The process is outlined in Section 3.0.

The assignment of debt in this Assessment Report sets forth the process by which debt is apportioned. As mentioned herein, this Assessment Report will be supplemented from time to time.

Allocation of Benefit

The Phase 1 Capital Improvement Plan consists of offsite improvements, stormwater management facilities, utility facilities, roadways, entry features, and park and amenity features and professional fees along with related incidental costs. There is one product type within the planned development. The single­ family home has been set as the base unit and has been assigned one equivalent residential unit ("ERU"). Table 4 shows the allocation of benefit to the particular product type. It is important to note that the benefit derived from the Phase 1 Capital Improvements on a particular unit will exceed the cost that the unit will be paying for such benefits.

Lienability Test: Special and Peculiar Benefit to the Property

Construction and/ or acquisition by the District of its proposed Phase 1 Capital Improvements will provide several types of systems, facilities and services that benefit the Phase 1 lands. These include offsite improvements, stormwater management facilities, utility facilities, roadways, entry features, and park and amenity features. The benefit from the Phase 1 Capital Improvements accrue in differing amounts and are somewhat dependent on the product type receiving the special benefits peculiar to that property type, which flow from the logical relationship of the Phase 1 Capital Improvements to the assigned properties.

Once these determinations are made, they are reviewed in the light of the special benefits peculiar to the property, which flow to the properties as a result of their logical connection from the Phase 1 Capital Improvements actually provided.

For the provision of the Phase 1 Capital Improvement Plan, the special and peculiar benefits are:

the added use of the property,

added enjoyment of the property, and
the increased marketability and value of the property.

These special and peculiar benefits are real and ascertainable but are not yet capable of being calculated as to value with mathematical certainty. However, each is more valuable than either the cost of, or the actual Special Assessment levied for the Phase 1 Capital Improvement as allocated.

Lienability Test: Reasonable and Fair Apportionment of the Duty to Pay Non­ Ad Valorem Assessments

A reasonable estimate of the proportion of special and peculiar benefits received from the public improvements described in the Phase 1 Capital Improvement Plan is delineated in Table 5 (expressed as Allocation of Par Debt per Product Type). This is also shown on Table 7 depicting Allocation of Par Debt per Product Type.

The determination has been made that the debt necessary to pay the non-ad valorem special assessments is fairly and reasonably apportioned because the special and peculiar benefits to the property derived from the acquisition and/ or construction of Phase 1 Capital Improvements have been apportioned to the property within the Phase 1 of District according to reasonable estimates of the special and peculiar benefits provided consistent with the product type of assignable properties.

Accordingly, no acre or parcel of property within the boundaries of Phase 1 of the District will have a lien for the payment of any Special Assessment more than the determined special benefit particular to that property and therefore, the debt allocation will not be increased more than the debt allocation set forth in this Assessment Report.

In accordance with the benefit allocation suggested for the product types in Table 4, a total debt per unit and an annual assessment per unit have been calculated for each product type (Table 6). These amounts represent the preliminary anticipated per unit debt allocation assuming all anticipated assigned properties are built and sold as planned, and the entire proposed Phase 1 Capital Improvement Plan is constructed.

True Up Mechanism

Although the District does not process plats, declaration of condominiums, site plans or revisions thereto, it does have an important role to play during the course of platting and site planning. Whenever a plat, declaration of condominium or

site plan is approved, the District must allocate a portion of its debt to the property according to this Assessment Report outlined herein ("Assigned Property"). In addition, the District must also prevent any buildup of debt on property or land that could be fully conveyed and/ or platted without all of the debt being allocated ("Unassigned Property"). To preclude this, when platting for 25%, 50%, 75% and 100% of the units planned for platting has occurred within the District, the District will determine the amount of anticipated Bond Special Assessment revenue that remains on the Unassigned Properties, taking into account the full development plan of the District. If the total anticipated Bond Special Assessment revenue to be generated from the Assigned and Unassigned Properties is greater than or equal to the maximum annual debt service then no debt reduction or true-up payment is required. In the case that the revenue generated is less then the required amount then a debt reduction or true-up payment by the landowner in the amount necessary to reduce the par amount of the outstanding Bonds plus accrued interest to a level that will be supported by the new net annual debt service assessments will be required.

If a true-up payment is made less than 45 days prior to an interest payment date, the amount of accrued interest will be calculated to the next succeeding interest payment date.

Assessment Roll

The District will initially distribute the Special Assessments across the property of Phase 1 within the District boundaries on a gross acreage basis. As Assigned Properties become known with certainty, the District will refine its allocation of debt from a per acre basis to a per unit basis as shown in Table 6. If the land use plan or product type changes, then the District will update Table 6 to reflect the changes as part of the foregoing true-up process. As a result, the assessment liens are not finalized with certainty on any acre of land in the District prior to the time final Assigned Properties become known. The preliminary assessment roll is attached as Table 7.

EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT DEVELOPMENT PROGRAM
SUPPLEMENTAL ASSESSMENT METHODOLOGY FOR PHASE 1

Land Use	Total Assessible
Units	
ERUs i:i_er Unit (1)	
Total ERUs	

Single Family	
142	
1.00	
142	
Total Units	142		142	

(1) Benefit is allocated on an ERU basis; based on density of planned development, with Single Family= 1 ERU

* Unit mix is subject to change based on marketing and other factors

..,_
0

Prepared by: Governmental Management Services - Central Florida, LLC

EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT CAPITAL IMPROVEMENT PLAN COST ESTIMATES
SUPPLEMENTAL ASSESSMENT METHODOLOGY FOR PHASE 1		
		
Capital Improvement Plan ("CIP") (1)	Cost Estimate	

Offsite Improvements - CR 557	
$	40,000	
Offsite Improvements - Old Lake Alfred Rd, Cass Rd, Adams Barn Rd	$	48,000	
Stormwater Management	$	1,300,000	
Utilities (Water, Sewer, & Street Lighting)	$	680,000	
Roadway	$	480,000	
Entry Feature	$	130,000	
Parks and Amenities	$	190,000	
Contingencies	$	250,000	

..,_
..,_

	$	3,118,000 

(1) A detailed description of these improvements is provided in the Engineer's Report dated March 4, 2020.

		Description	Total	
		Construction Funds	$	2,473,925	
		Net Premium	$	(9,121)	
		Debt Service Reserve	$	172,075	
		Capitalized Interest	$	49,946	
		Underwriters Discount	$	59,000	
		Cost of Issuance	$	204,175	
		Contingency	$	
		Par Amount*	$	2,950,000	
..,_
N		
Bond Assumptions:		
		Average Coupon	4.04%	
		Amortization	30 years	
		Capitalized Interest	6 months	
		Debt Service Reserve	Max Annual	
		Underwriters Discount	2%	

* Par amount is subject to change based on the actual terms at the sale of the bonds

Land Use

% of Total
No. of Units*	ERU Factor Total ERUs	ERUs

Total Improvements
Costs Per Product Type

Improvement Costs
Per Unit

EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT ALLOCATION OF IMPROVEMENT COSTS
SUPPLEMENTAL ASSESSMENT METHODOLOGY FOR PHASE 1

Single Family	142	1	142	100.00%	$	3,118,000	$	21,958

Totals	142	142	100.00%	$	3,118,000

* Unit mix is subject to change based on marketing and other factors

...,.
(;.)

Prepared by: Governmental Management Services - Central Florida, LLC

EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT
ALLOCATION OF TOTAL PAR DEBT TO EACH PRODUCT TYPE SUPPLEMENTAL ASSESSMENT METHODOLOGY FOR PHASE 1

Total Improvements	 Allocation of Par Costs Per Product	Debt Per Product
Land Use	No. of Units * 	Type	Type	 Par Debt Per Unit

Single Family	142	$	3,118,000	$	2,950,000	$	20,775

Totals	142	$	3,118,000	$	2,950,000

* Unit mix is subject to change based on marketing and other factors

.i,.

Prepared by: Governmental Management Services - Central Florida, LLC

EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT
PAR DEBT AND ANNUAL ASSESSMENTS FOR EACH PRODUCT TYPE SUPPLEMENTAL ASSESSMENT METHODOLOGY FOR PHASE 1

	Net Annual	Gross Annual	
Allocation of Par
Debt Per Product	
Total Par Debt Per	Maximum
Annual Debt	Debt
Assessment	Debt
Assessment	

Land Use	No. of Units* 		Type		Unit			Service		Per Unit	Per Unit (1)  Single Family		142	s		2,950,000	s		20,775	$		172,075	$		1,212  s	1,303

Totals	142	$	2,950,000	$	172,075

(1) This amount includes collection fees and early payment discounts when collected on the Polk County Tax Bill

* Unit mix is subject to change based on marketing and other factors

..,_
C.11

Prepared by: Governmental Management Services - Central Florida, LLC

Total Par Debt		Net Annual Debt		Gross Annual Allocation Per	Total Par Debt		Assessment	Debt Assessment
Owner	Property ID #'s	Acres		Acre	Allocated	Allocation	Allocation (1) 

Highland Sumner LLC	See Legal	33.00	$	89,394	$	2,950,000	$	172,075	$	185,027

Totals	33.00	$	2,950,000	$	172,075	$	185,027

(1) This amount includes 7% to cover collection fees and early payment discounts when collected utilizing the uniform method.

Annual Assessment Periods
Average Coupon Rate (%) Maximum Annual Debt Service

30
4.04%
$ 172,075

(j)

Prepared by: Governmental Management Services - Central Florida, LLC

EDEN HILLS PHASE 1 LEGAL (PER PRELIMINARY PLAT)

PARCEL 4(C) 262730-000000-011010:

COMMENCING AT THE NORTHEAST CORNER OF THE NE 1/4 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 685 FEET; THENCE IN AN EASTERLY DIRECTION PARALLEL TO THE NORTH LINE OF SAID SECTION TO THE EAST LINE OF SAID SECTION AND THENCE IN A NORTHERLY DIRECTION TO THE PLACE OF BEGINNING. LESS AND EXCEPT THAT PORTION CONVEYED TO POLK COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF FLORIDA, RECORDED IN OFFICIAL RECORDS BOOK 7794, PAGE 986, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, ALL LYING AND BEING IN POLK COUNTY, FLORIDA.

LESS & EXCEPT:

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

17

Engineer’s Certification

Amortization Schedule of the Series 2020 Bonds

Section VII

Section C

Eden Hills CDD
Field Management Report

9/11/2024
Marshall Tindall Field Services Manager
GMS

Complete

Hurricane Review

Landscape maintenance is satisfactory.
Grass mowing looks good overall. Plant beds are detailed.
Viburnum fill ins were completed along split rail fence. Planning follow up walks to monitor.

Landscaping Review

Complete

Pond Review

Ponds are doing well overall.
Turbidity barrier was reinstalled in one pond.
Monitoring for review once it is removed but responsible party. Some bank areas along barrier may have resulting erosion areas.
Phase 1 pond remains marshy, and aquatics has helped significantly with appearance consistency.

Complete

Hurricane Review

Amenity Review

Pool and facilities are neat and clean.
Shade replacement shade canopy ordered for playground near pool Bad shower valve was diagnosed and replaced.
Ants found during facility reviews will be addressed by pest control vendor.
Playground reviews otherwise found no notable issues.
Reviewed dog park. Minor repairs were done to area fencing. Patched a few minor holes on the amenity building.

Eden Hills CDD Field Management Report | GMS 2024

5

Item #2

Item #1

Sediment runoff from gravel road was cleared from Alley.

Site Items

Engineer’s Report Items

All items complete.

Site items

Active

Reported hog activity being monitored.

Old

Landscaper did have some trouble mowing along perimeter wetland area due to previous hog activity. Recent reviews have found hog notable hog activity to be minor at the moment. Most activity areas

Old

Old

were old and beginning to recover. Pedestrian crossing sign ordered for phase 2 as noted by engineer in recent review.

Conclusion

For any questions or comments regarding the above information, please contact me by phone at 407-346-2453 or by email at mtindall@gmscfl.com. Thank you.

Respectfully, Marshall Tindall

Section 1

Eden Hills CDD
Dog park bench move

Dogpari<fence Waterline/bov,1
; · .:,i;,:,
R,,comm,,nd.-dr.ewloca11011fort>ench

-A

00	00

Section D

Section 1

Eden Hills Community Development District

Summary of Check Register

June 26, 2024 through August 28, 2024

Fund	Date	Check No.'s	Amount

General Fund		
	7/2/24	75-76	$	4,969.02	
	7/17/24	77-84	$	23,276.64	
	7/22/24	85-86	$	334.00	
	8/7/24	87-89	$	12,167.94	
	8/13/24	90-95	$	24,162.18	
	8/20/24	96	$	3,080.00	
	8/28/24	97	$	1,986.26	

Total Amount	$	69,976.04

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	9/04/24	PAGE	1
*** CHECK DATES 06/26/2024 - 08/28/2024 ***	EDEN HILLS - GENERAL FUND
BANK B GENERAL FUND-4332
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#
7/02/24 00053	6/30/24 00065221 202406 310-51300-48000	*	714.62
NOT OF PH/BUDGET FY24
GANNETT MEDIA CORP DBA	714.62 000075
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
7/02/24 00036	7/02/24 07022024 202407 300-15500-10000	*	4,254.40
PLAYGRND/FUR LEASE AUG24
PARK LAKE PROPERTY MANAGEMENT,INC	4,254.40 000076
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
7/17/24 00052	6/28/24 17958	202406 320-53800-46400	*	400.00
POND HERBICIDE JUN24
AQUATIC WEED MANAGEMENT, INC	400.00 000077
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
7/17/24 00041	7/10/24 BH071020 202407 310-51300-11000	*	200.00
SUPERVISOR FEE 07/10/24
BOBBIE HENLEY	200.00 000078
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
7/17/24 00047	6/30/24 12626	202406 330-57200-48201	*	1,060.00
CLEANING SVCS JUN24
CSS CLEAN STAR SERVICES CENTRAL FL	1,060.00 000079
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
7/17/24 00033	7/10/24 EL071020 202407 310-51300-11000	*	200.00
SUPERVISOR FEE 07/10/24
ERIC LAVOIE	200.00 000080

7/17/24 00008	7/01/24	
	7/01/24	
	7/01/24	
	7/01/24	
	7/01/24	
	7/01/24	
	7/01/24	
	7/01/24	

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
132	202407 310-51300-34000	*	3,312.08
MANAGEMENT FEES JUL24
132	202407 310-51300-35200	*	100.00
WEBSITE ADMIN JUL24
132	202407 310-51300-35100	*	150.00
INFORMATION TECH JUL24
132	202407 310-51300-31300	*	583.33
DISSEMINATION SVCS JUL24
132	202407 330-57200-48300	*	500.00
AMENITY ACCESS JUL24
132	202407 310-51300-51000	*	.81
OFFICE SUPPLIES JUL24
132	202407 310-51300-42000	*	143.49
POSTAGE JUL24
133	202407 320-53800-12000	*	1,312.50
FIELD MANAGEMENT JUL24
GOVERNMENTAL MANAGEMENT SERVICES	6,102.21 000081
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
7/17/24 00040	7/10/24 JP071020 202407 310-51300-11000	*	200.00
SUPERVISOR FEE 07/10/24
JESSICA PETRUCCI	200.00 000082
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
EDEN EDEN HILLS	ZYAN

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	9/04/24	PAGE	2
*** CHECK DATES 06/26/2024 - 08/28/2024 ***	EDEN HILLS - GENERAL FUND
BANK B GENERAL FUND-4332
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#
7/17/24 00044	7/01/24 23417	202407 330-57200-48500	*	3,000.00
POOL MAINTENANCE JUL24
MCDONNELL CORPORATION DBA RESORT	3,000.00 000083
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
7/17/24 00024	7/01/24 13151	202407 320-53800-47300	*	233.60
IRRIGATION REPAIRS JUL24
7/01/24 13207	202407 320-53800-46200	*	11,880.83
LANDSCAPE MAINT JUL24
PRINCE & SONS, INC.	12,114.43 000084
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
7/22/24 00046	7/12/24 109302	202407 330-57200-47800	*	185.00
LOCKSMITH LABOR/EXIT DEVI
CURRENT DEMANDS ELECTRICAL &	185.00 000085
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
7/22/24 00039	7/14/24 9916	202406 310-51300-31500	*	149.00
GENERAL COUNSEL JUN24
KILINSKI VAN WYK, PLLC	149.00 000086
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8/07/24 00029	7/26/24 22415749 202406 310-51300-31100	*	2,330.00
ANNUAL ENG REPORT JUN24
DEWBERRY ENGINEERS INC.	2,330.00 000087
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8/07/24 00036	8/06/24 08062024 202408 300-15500-10000	*	4,254.40
PLAYGRND/FUR LEASE SEP24
PARK LAKE PROPERTY MANAGEMENT,INC	4,254.40 000088
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8/07/24 00054	6/30/24 11789129 202406 330-57200-34500	*	2,739.61
SECURITY SVCS JUN24
7/31/24 11826583 202407 330-57200-34500	*	2,843.93
SECURITY SVCS JUL24
SECURITAS SECURITY SERVICES USA INC	5,583.54 000089
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8/13/24 00052	7/30/24 18145	202407 320-53800-46400	*	400.00
POND HERBICIDE JUL24
AQUATIC WEED MANAGEMENT, INC	400.00 000090
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8/13/24 00047	7/26/24 12846	202407 330-57200-48201	*	1,050.00
CLEANING SVCS JUL24
CSS CLEAN STAR SERVICES CENTRAL FL	1,050.00 000091
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8/13/24 00046	4/25/24 187858	202404 330-57200-34500	*	318.00
SIFER ISO CARDS-50
CURRENT DEMANDS ELECTRICAL &	318.00 000092
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8/13/24 00008	6/30/24 138	202406 320-53800-47800	*	333.43
GENERAL MAINTENANCE JUN24
EDEN EDEN HILLS	ZYAN

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	9/04/24	PAGE	3
*** CHECK DATES 06/26/2024 - 08/28/2024 ***	EDEN HILLS - GENERAL FUND
BANK B GENERAL FUND-4332
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#
6/30/24 138	202406 330-57200-47800	*	300.00

	8/01/24	
	8/01/24	
	8/01/24	
	8/01/24	
	8/01/24	
	8/01/24	
	8/01/24	
	8/01/24	

AMENITY REPAIRS JUN24
136	202408 310-51300-34000	*	3,312.08
MANAGEMENT FEES AUG24
136	202408 310-51300-35200	*	100.00
WEBSITE ADMIN AUG24
136	202408 310-51300-35100	*	150.00
INFORMATION TECH AUG24
136	202408 310-51300-31300	*	583.33
DISSEMINATION SVCS AUG24
136	202408 330-57200-48300	*	500.00
AMENITY ACCESS AUG24
136	202408 310-51300-51000	*	3.43
OFFICE SUPPLIES AUG24
136	202408 310-51300-42000	*	68.73
POSTAGE AUG24
137	202408 320-53800-12000	*	1,312.50
FIELD MANAGEMENT AUG24
GOVERNMENTAL MANAGEMENT SERVICES	6,663.50 000093
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8/13/24 00044	7/22/24 23653	202407 330-57200-47800	*	350.00
2 NEW LIFE RINGS
7/25/24 23671	202407 330-57200-47800	*	300.00
NEW 6 IN FLOW METER
7/25/24 23671	202407 330-57200-47800	*	120.00
NEW TORO VALVE
8/01/24 23764	202408 330-57200-48500	*	3,000.00
POOL MAINTENANCE AUG24
MCDONNELL CORPORATION DBA RESORT	3,770.00 000094
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8/13/24 00024	7/05/24 13385	202407 320-53800-47300	*	79.85
REPLACED BRKN SPRAY HEAD
8/01/24 13622	202408 320-53800-46200	*	11,880.83
LANDSCAPE MAINT AUG24
PRINCE & SONS, INC.	11,960.68 000095
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8/20/24 00024	7/26/24 13732	202407 320-53800-46300	*	3,080.00
REPLACED VIBURNUM ODORTAT
PRINCE & SONS, INC.	3,080.00 000096
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8/28/24 00039	8/21/24 10150	202407 310-51300-31500	*	1,986.26
GENERAL COUNSEL JUL24
KILINSKI VAN WYK, PLLC	1,986.26 000097
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
TOTAL FOR BANK B	69,976.04
EDEN EDEN HILLS	ZYAN

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	9/04/24	PAGE	4
*** CHECK DATES 06/26/2024 - 08/28/2024 ***	EDEN HILLS - GENERAL FUND
BANK B GENERAL FUND-4332
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#

TOTAL FOR REGISTER	69,976.04

EDEN EDEN HILLS	ZYAN

Section 2

Eden Hills
Community Development District

Unaudited Financial Reporting
July 31, 2024

Table of Contents

1		Balance Sheet	

2-3	
	General Fund	

4	
	Debt Service Fund Series 2020	

5	
	Debt Service Fund Series 2022	

6	
	Capital Projects Fund Series 2020	

7	
	Capital Projects Fund Series 2022	

8	
	Capital Reserve Fund	

9-10	
	Month to Month	

11	
	Long Term Debt Report	

12	
	Assessment Receipt Schedule	

Combined Balance Sheet July 31, 2024

General
Fund

Debt Service
Fund

Capital Projects
Fund

Totals
Governmental Funds

Assets:
Cash:
Operating Account	$	363,221	$	-	$	-	$	363,221	
Capital Projects Account	$
Investments:	-	$	-	$	318	$	318	
Series 2020
Reserve	$	
-	$	86,038	
$	-	
$	86,038	
Revenue	$	-	$	85,138	$	-	$	85,138	
Series 2022 Reserve	
$	-	
$	301,342	
$	-	$	301,342	
Revenue	$	-	$	279,100	$	-	$	279,100	
Prepayment	$	-	$	1,774	$	-	$	1,774	
Due from General Fund	$	-	$	2,774	$	-	$	2,774	
Prepaid Expenses	$	7,981	$	-	$	-	$	7,981	
Total Assets	$	371,201	$	756,164	$	318	$	1,127,684	
Liabilities:				
Accounts Payable	$	16,231	$	-	$	-	$	16,231	
Due to Debt Service	$	2,775	$	-	$	-	$	2,775	
Total Liabilites	$	19,006	$	-	$	-	$	19,006	
Fund Balance:
Nonspendable:
Prepaid Items	$	7,981	

$	

-	$	

-	$	7,981	
Restricted for:
Debt Service - Series 2020	
$	
-	$	171,790	$	-	$	171,790	
Debt Service - Series 2022	$	-	$	584,374	$	-	$	584,374	
Capital Projects - Series 2020	$	-	$	-	$	318	$	318	
Unassigned	$	344,215	$	-	$	-	$	344,215	
Total Fund Balances	$	352,196	$	756,164	$	318	$	1,108,678	
					
Total Liabilities & Fund Balance	$	371,201	$	756,164	$	318	$	1,127,684	

Adopted	Prorated Budget	Actual	
Budget	Thru 07/31/24	Thru 07/31/24	Variance	

Revenues:		
Assessments - Tax Roll	$	615,519	$	615,519	$	618,974	$	3,455	
Assessments - Direct Bill	$	93,212	$	93,212	$	69,909	$	(23,303)	
Total Revenues	$	708,732	$	708,731	$	688,883	$	(19,848)	

Expenditures:					
General & Administrative:					
Supervisor Fees	$	12,000	$	10,000	$	3,400	$	6,600	
Engineering	$	18,000	$	15,000	$	4,010	$	10,990	
Attorney	$	30,000	$	25,000	$	10,072	$	14,928	
Annual Audit	$	5,000	$	-	$	-	$	-	
Assessment Administration	$	6,500	$	6,500	$	6,500	$	-	
Arbitrage	$	1,350	$	900	$	900	$	-	
Dissemination	$	7,000	$	5,833	$	5,833	$	-	
Trustee Fees	$	10,650	$	12,861	$	12,861	$	-	
Management Fees	$	39,745	$	33,121	$	33,121	$	-	
Information Technology	$	1,800	$	1,500	$	1,500	$	-	
Website Technology	$	1,200	$	1,000	$	1,000	$	-	
Postage & Delivery	$	893	$	744	$	655	$	89	
Insurance	$	6,119	$	6,119	$	5,758	$	361	
Copies	$	1,050	$	875	$	1	$	874	
Legal Advertising	$	7,500	$	6,250	$	2,470	$	3,780	
Other Current Charges	$	1,200	$	1,000	$	1,032	$	(32)	
Office Supplies	$	500	$	417	$	16	$	401	
Dues, Licenses & Subscriptions	$	175	$	175	$	175	$	-	
Total General & Administrative	$	150,682	$	127,295	$	89,304	$	37,991	

Adopted	Prorated Budget	Actual	
Budget	Thru 07/31/24	Thru 07/31/24	Variance	

Operations & Maintenance		
Field Expenditures		
Property Insurance	$	14,000	$	14,000	$	17,509	$	(3,509)	
Field Management	$	15,750	$	13,125	$	13,125	$	-	
Landscape Maintenance	$	155,000	$	129,167	$	115,149	$	14,017	
Landscape Replacement	$	25,000	$	20,833	$	3,080	$	17,753	
Lake Maintenance	$	8,500	$	7,083	$	3,200	$	3,883	
Streetlights	$	70,000	$	58,333	$	62,989	$	(4,656)	
Electric	$	6,000	$	5,000	$	3,918	$	1,082	
Sidewalk & Asphalt Maintenance	$	2,500	$	2,083	$	-	$	2,083	
Irrigation Repairs	$	7,500	$	6,250	$	3,313	$	2,937	
General Repairs & Maintenance	$	15,000	$	12,500	$	8,666	$	3,835	
Contingency	$	7,500	$	6,250	$	2,659	$	3,591	
Subtotal Field Expenditures	$	326,750	$	274,625	$	233,608	$	41,017	

Amenity Expenditures					
Amenity - Electric	$	13,000	$	13,000	$	20,202	$	(7,202)	
Amenity - Water	$	3,600	$	3,600	$	9,581	$	(5,981)	
Playground Lease	$	62,800	$	52,333	$	42,544	$	9,789	
Internet	$	2,000	$	1,667	$	840	$	827	
Pest Control	$	600	$	500	$	-	$	500	
Janitorial Service	$	14,000	$	11,667	$	10,700	$	967	
Security Services	$	33,000	$	27,500	$	14,515	$	12,985	
Amenity Access Management	$	6,000	$	5,000	$	5,000	$	-	
Pool Maintenance	$	36,000	$	30,000	$	29,780	$	220	
Amenity Repairs & Maintenance	$	15,000	$	12,500	$	5,082	$	7,418	
Contingency	$	7,500	$	6,250	$	-	$	6,250	
Subtotal Amenity Expenditures	$	193,500	$	164,017	$	138,244	$	25,773	
					
Total Operations & Maintenance	$	520,250	$	438,642	$	371,852	$	66,790	
					
Total Expenditures	$	670,932	$	565,937	$	461,155	$	104,781	
					
Excess (Deficiency) of Revenues over Expenditures	$	37,800		$	227,727		

Other Financing Sources/(Uses):					
Transfer In/(Out)	$	(37,800)	$	-	$	-	$	-	
Total Other Financing Sources/(Uses)	$	(37,800)	$	-	$	-	$	-	
					
Net Change in Fund Balance	$	-		$	227,727		
					
Fund Balance - Beginning	$	-		$	124,468		
					
Fund Balance - Ending	$	-		$	352,196		

	Adopted	Prorated Budget	Actual		
	Budget	Thru 07/31/24	Thru 07/31/24	Variance	

Revenues:					
Assessments - Tax Roll	$	172,075	$	172,075	$	173,141	$	1,066	
Interest	$	-	$	-	$	7,207	$	7,207	
Total Revenues	$	172,075	$	172,075	$	180,348	$	8,273	

Expenditures:					
Interest - 11/1	$	55,750	$	55,750	$	55,750	$	-	
Principal - 5/1	$	60,000	$	60,000	$	60,000	$	-	
Interest - 5/1	$	55,750	$	55,750	$	55,750	$	-	
Total Expenditures	$	171,500	$	171,500	$	171,500	$	-	
					
Excess (Deficiency) of Revenues over Expenditures	$	575		$	8,848		
					
Fund Balance - Beginning	$75,049		$	162,943		
					
Fund Balance - Ending	$	75,624		$	171,790		

	Adopted	Prorated Budget	Actual		
	Budget	Thru 07/31/24	Thru 07/31/24	Variance	

Revenues:					
Assessments - Tax Roll	$	604,294	$	604,294	$	606,674	$	2,380	
Interest	$	-	$	-	$	35,814	$	35,814	
Total Revenues	$	604,294	$	604,294	$	642,488	$	38,194	

Expenditures:					
Interest - 11/1	$	203,063	$	203,063	$	202,669	$	394	
Principal - 5/1	$	200,000	$	200,000	$	200,000	$	-	
Interest - 5/1	$	203,063	$	203,063	$	202,669	$	394	
Total Expenditures	$	606,125	$	606,125	$	605,338	$	787	
					
Excess (Deficiency) of Revenues over Expenditures	$	(1,831)		$	37,151		

Other Financing Sources/(Uses):					
Transfer In/(Out)	$	-	$	-	$	(301,342)	$	(301,342)	
Total Other Financing Sources/(Uses)	$	-	$	-	$	(301,342)	$	(301,342)	
					
Net Change in Fund Balance	$	(1,831)		$	(264,192)		
					
Fund Balance - Beginning	$	242,587		$	848,565		
					
Fund Balance - Ending	$	240,756		$	584,374		

Revenues		
Developer Contributions	$	-	$	-	$	19,510	$	19,510	
Total Revenues	$	-	$	-	$	19,510	$	19,510	

Expenditures:					
Capital Outlay	$	-	$	-	$	19,510	$	(19,510)	
Miscellaneous Expense	$	-	$	-	$	428	$	(428)	
Total Expenditures	$	-	$	-	$	19,938	$	(19,938)	
					
Excess (Deficiency) of Revenues over Expenditures	$	-	$	(428)		
					
Fund Balance - Beginning	$	-	$	747		
					
Fund Balance - Ending	$	-	$	318		

Revenues					
Developer Contributions	$	-	$	-	$	326,677	$	326,677	
Interest	$	-	$	-	$	124	$	124	
Total Revenues	$	-	$	-	$	326,801	$	326,801	

Expenditures:					
Capital Outlay	$	-	$	-	$	554,406	$	(554,406)	
Total Expenditures	$	-	$	-	$	554,406	$	(554,406)	
					
Excess (Deficiency) of Revenues over Expenditures	$	-	$	(227,605)		

Other Financing Sources/(Uses)					
Transfer In/(Out)	$	-	$	-	$	301,342	$	301,342	
Total Other Financing Sources (Uses)	$	-	$	-	$	301,342	$	301,342	
					
Net Change in Fund Balance	$	-	$	73,738		
					
Fund Balance - Beginning	$	-	$	(73,738)		
					
Fund Balance - Ending	$	-	$	-		

Eden Hills
Community Development District Capital Reserve Fund
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending July 31, 2024

	Adopted	Prorated Budget	Actual		
	Budget	Thru 07/31/24	Thru 07/31/24	Variance		

Revenues

Interest	

$	-	

$	-	$	-	$		

-	
Total Revenues	$	-	$	-	$	-	$		-	
Expenditures:

Capital Outlay	

$	25,000	

$	-	$	-	$		

-	
Total Expenditures	$	25,000	$	-	$	-	$		-	
					
Excess (Deficiency) of Revenues over Expenditures	$	(25,000)	$	-			
Other Financing Sources/(Uses)

Transfer In/(Out)	

$	37,800	

$	-	$	-	$		

-	
Total Other Financing Sources (Uses)	$	37,800	$	-	$	-	$		-	
					
Net Change in Fund Balance	$	12,800	$	-			
					
Fund Balance - Beginning	$	80,135	$	-			
					
Fund Balance - Ending	$	92,935	$	-			

Oct	Nov	Dec	Jan	Feb	March	April	May	June	July	Aug	Sept	Total

Revenues:

Assessments - Tax Roll	$	-	$	75,301	$	480,269	$	49,243	$	4,162	$	1,088	$	1,099	$	1,147	$	6,626	$	39	$	-	$	-	$	618,974	
Assessments - Direct Bill	$	46,606	$	-	$	-	$	-	$	-	$	-	$	23,303	$	-	$	-	$	-	$	-	$	-	$	69,909	
Total Revenues	$	46,606	$	75,301	$	480,269	$	49,243	$	4,162	$	1,088	$	24,402	$	1,147	$	6,626	$	39	$	-	$	-	$	688,883	

Expenditures:												
General & Administrative:												
Supervisor Fees	$	800	$	1,000	$	-	$	-	$	-	$	-	$	1,000	$	-	$	-	$	600	$	-  $	-  $	3,400	
Engineering	$	58	$	915	$	-	$	-	$	115	$	-	$	593	$	-	$	2,330	$	-	$	-  $	-  $	4,010	
Attorney	$	1,736	$	1,815	$	297	$	994	$	261	$	368	$	2,314	$	153	$	149	$	1,986	$	-  $	-  $	10,072	
Annual Audit	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-	
Assessment Administration	$	6,500	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	6,500	
Arbitrage	$	450	$	-	$	-	$	-	$	-	$	450	$	-	$	-	$	-	$	-	$	-  $	-  $	900	
Dissemination	$	583	$	583	$	583	$	583	$	583	$	583	$	583	$	583	$	583	$	583	$	-  $	-  $	5,833	
Trustee Fees	$	2,311	$	-	$	5,163	$	3,367	$	-	$	-	$	2,020	$	-	$	-	$	-	$	-  $	-  $	12,861	
Management Fees	$	3,312	$	3,312	$	3,312	$	3,312	$	3,312	$	3,312	$	3,312	$	3,312	$	3,312	$	3,312	$	-  $	-  $	33,121	
Information Technology	$	150	$	150	$	150	$	150	$	150	$	150	$	150	$	150	$	150	$	150	$	-  $	-  $	1,500	
Website Technology	$	100	$	100	$	100	$	100	$	100	$	100	$	100	$	100	$	100	$	100	$	-  $	-  $	1,000	
Postage & Delivery	$	27	$	30	$	48	$	255	$	49	$	16	$	23	$	24	$	41	$	143	$	-  $	-  $	655	
Insurance	$	5,758	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	5,758	
Copies	$	-	$	-	$	1	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	1	
Legal Advertising	$	1,367	$	-	$	-	$	-	$	-	$	-	$	388	$	-	$	715	$	-	$	-  $	-  $	2,470	
Other Current Charges	$	39	$	74	$	48	$	47	$	164	$	146	$	146	$	114	$	149	$	106	$	-  $	-  $	1,032	
Office Supplies	$	1	$	3	$	3	$	0	$	1	$	1	$	1	$	4	$	1	$	1	$	-  $	-  $	16	
Dues, Licenses & Subscriptions	$	175	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	175	
Total General & Administrative	$	23,366	$	7,982	$	9,704	$	8,809	$	4,735	$	5,125	$	10,630	$	4,440	$	7,530	$	6,982	$	-  $	-  $	89,304	

Oct	Nov	Dec	Jan	Feb	March	April	May	June	July	Aug	Sept	Total

Operations & Maintenance

Field Expenditures Property Insurance Field Management Landscape Maintenance Landscape Replacement Lake Maintenance Streetlights
Electric
Sidewalk & Asphalt Maintenance Irrigation Repairs
General Repairs & Maintenance Contingency

$	17,509  $
$	1,313  $
$	11,122  $
$	-  $
$	400  $
$	6,221  $
$	368  $
$	-  $
$	492  $
$	2,453  $
$	-  $

-  $
1,313  $
11,122  $
-  $
-  $
6,221  $
377  $
-  $
873  $
425  $
400  $

-  $
1,313  $
11,122  $
-  $
-  $
6,221  $
454  $
-  $
98  $
90  $
400  $

-  $
1,313  $
10,968  $
-  $
400  $
6,221  $
429  $
-  $
142  $
950  $
-  $

-  $
1,313  $
10,968  $
-  $
400  $
6,354  $
358  $
-  $
142  $
923  $
-  $

-  $
1,313  $
11,471  $
-  $
400  $
6,354  $
357  $
-  $
162  $
2,335  $
-  $

-  $
1,313  $
12,360  $
-  $
400  $
6,354  $
347  $
-  $
-  $
1,156  $
-  $

-  $
1,313  $
12,256  $
-  $
400  $
6,354  $
360  $
-  $
1,090  $
-  $
-  $

-  $
1,313  $
11,881  $
-  $
400  $
6,354  $
411  $
-  $
-  $
333  $
1,859  $

-  $
1,313  $
11,881  $
3,080  $
400  $
6,338  $
458  $
-  $
313  $
-  $
-  $

-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $

17,509
13,125
115,149
3,080
3,200
62,989
3,918
- 3,313
8,666
2,659

Subtotal Field Expenditures	$	39,877  $	20,731  $	19,697  $	20,422  $	20,456  $	22,391  $	21,929  $	21,772  $	22,551  $	23,783  $	-  $	-  $	233,608

Amenity Expenditures Amenity - Electric Amenity - Water Playground Lease Internet
Pest Control Janitorial Service Security Services
Amenity Access Management Pool Maintenance
Amenity Repairs & Maintenance Contingency

$	1,997  $
$	4,161  $
$	4,254  $
$	73  $
$	-  $
$	960  $
$	-  $
$	500  $
$	2,500  $
$	-  $
$	-  $

1,864  $
479  $
4,254  $
73  $
-  $
960  $
-  $
500  $
3,000  $
785  $
-  $

2,105  $
766  $
4,254  $
73  $
-  $
1,100  $
-  $
500  $
3,000  $
605  $
-  $

1,963  $
362  $
4,254  $
73  $
-  $
1,110  $
-  $
500  $
3,000  $
482  $
-  $

1,529  $
524  $
4,254  $
73  $
-  $
1,100  $
646  $
500  $
3,000  $
380  $
-  $

1,550  $
719  $
4,254  $
75  $
-  $
1,110  $
2,965  $
500  $
3,000  $
1,155  $
-  $

1,491  $
603  $
4,254  $
100  $
-  $
1,110  $
2,819  $
500  $
3,000  $
420  $
-  $

4,851  $
611  $
4,254  $
100  $
-  $
1,140  $
2,501  $
500  $
3,280  $
-  $
-  $

1,460  $
640  $
4,254  $
100  $
-  $
1,060  $
2,740  $
500  $
3,000  $
300  $
-  $

1,392  $
718  $
4,254  $
100  $
-  $
1,050  $
2,844  $
500  $
3,000  $
955  $
-  $

-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $

20,202
9,581
42,544
840
- 10,700
14,515
5,000
29,780
5,082
-

Net Change in Fund Balance	$	(31,083)  $	34,673  $	438,465  $	8,268  $	(33,036)  $	(41,756)  $	(22,454)  $	(42,303)  $	(37,508)  $	(45,539)  $	-  $	-  $	227,727

Total Expenditures	$	77,688  $	40,627  $	41,804  $	40,975  $	37,198  $	42,844  $	46,856  $	43,449  $	44,135  $	45,578  $	-  $	-  $	461,155

Total Operations & Maintenance	$	54,322  $	32,646  $	32,100  $	32,166  $	32,463  $	37,719  $	36,226  $	39,009  $	36,604  $	38,596  $	-  $	-  $	371,852

Subtotal Amenity Expenditures	$	14,445  $	11,915  $	12,403  $	11,744  $	12,007  $	15,328  $	14,297  $	17,237  $	14,053  $	14,813  $	-  $	-  $	138,244

Eden Hills
Community Development District Long Term Debt Report

Series 2020, Special Assessment Revenue Bonds	
Interest Rate:	2.750%, 3.300%, 3.850%, 4.125%	
Maturity Date:	5/1/2051	
Reserve Fund Definition	50% of Maximum Annual Debt Service	
Reserve Fund Requirement	$86,038	
Reserve Fund Balance	$86,038	
Bonds Outstanding - 11/24/20	$2,950,000	
Less: Principal Payment - 5/1/22	($55,000)	
Less: Principal Payment - 5/1/23	($55,000)	
Less: Principal Payment - 5/1/24	($60,000)	
Current Bonds Outstanding	$2,780,000	

Series 2022, Special Assessment Revenue Bonds	
Interest Rate:	3.250%, 3.625%, 4.000%, 4.125%	
Maturity Date:	5/1/2052	
Reserve Fund Definition	50% of Maximum Annual Debt Service	
Reserve Fund Requirement	$301,342	
Reserve Fund Balance	$301,342	
Bonds Outstanding - 03/11/22	$10,465,000	
Less: Principal Payment - 5/1/23	($195,000)	
Less: Special Call - 8/1/23	($20,000)	
Less: Principal Payment - 5/1/24	($200,000)	
Current Bonds Outstanding	$10,050,000	

Eden Hills
COMMUNITY DEVELOPMENT DISTRICT
Special Assessment Receipts Fiscal Year 2024

ON ROLL ASSESSMENTS

Gross Assessments	$ 661,847.42  $	185,133.92  $	648,695.26  $ 1,495,676.60	
Net Assessments	$ 615,518.10  $	172,174.55  $	603,286.59  $ 1,390,979.24	

44%	12%	43%	100%
Date	Distribution	Gross Amount	Discount/Penalty	Commission	Interest	Net Receipts	General Fund	2020 Debt Service	2022 Debt Service	Total	

11/17/23	
11/01/23-11/05/23	
$5,069.66	
($202.79)	
($97.34)	
$0.00	
$4,769.53	
$2,110.55	
$590.37	
$2,068.61	
$4,769.53	
11/24/23	11/6/23-11/12/23	$175,806.51	($7,031.91)	($3,375.49)	$0.00	$165,399.11	$73,190.27	$20,473.00	$71,735.84	$165,399.11	
12/8/23	11/13/23-11/22/23	$45,035.54	($1,801.43)	($864.68)	$0.00	$42,369.43	$18,748.77	$5,244.46	$18,376.20	$42,369.43	
12/21/23	11/23/23-11/30/23	$549,828.60	($21,992.64)	($10,556.72)	$0.00	$517,279.24	$228,899.71	$64,028.50	$224,351.03	$517,279.24	
12/29/23	12/1/23-12/15/23	$558,742.12	($22,325.23)	($10,728.34)	$0.00	$525,688.55	$232,620.88	$65,069.40	$227,998.27	$525,688.55	
1/31/24	1% Fee Adj	($14,956.76)	$0.00	$0.00	$0.00	($14,956.76)	($6,618.47)	($1,851.34)	($6,486.95)	($14,956.76)	
1/10/24	12/16/23-12/31/23	$128,980.63	($3,869.36)	($2,502.23)	$0.00	$122,609.04	$54,255.36	$15,176.47	$53,177.21	$122,609.04	
1/16/24	10/01/23-12/31/23	$0.00	$0.00	$0.00	$3,628.57	$3,628.57	$1,605.67	$449.14	$1,573.76	$3,628.57	
2/9/24	01/01/24-01/31/24	$	9,843.62	($246.09)	($191.95)	$0.00	$9,405.58	$4,162.03	$1,164.22	$4,079.33	$9,405.58	
3/13/24	02/01/24-02/29/24	$2,534.83	($25.35)	($50.19)	$0.00	$2,459.29	$1,088.25	$304.41	$1,066.63	$2,459.29	
4/10/24	03/01/24-03/31/24	$2,534.83	$0.00	($50.70)	$0.00	$2,484.13	$1,099.25	$307.48	$1,077.40	$2,484.13	
5/20/24	01/01/24-03/31/24	$0.00	$0.00	$0.00	$32.63	$32.63	$14.44	$4.04	$14.15	$32.63	
5/31/24	04/01/24-04/30/24	$2,610.87	$0.00	($52.22)	$0.00	$2,558.65	$1,132.22	$316.71	$1,109.72	$2,558.65	
6/20/24	05/01/24-05/31/24	$10,291.19	$0.00	($205.82)	$0.00	$10,085.37	$4,462.85	$1,248.36	$4,374.16	$10,085.37	
6/28/24	06/03/24-06/03/24	$4,988.80	$0.00	($99.78)	$0.00	$4,889.02	$2,163.43	$605.16	$2,120.43	$4,889.02	
7/25/24	04/01/24-06/30/24	$0.00	$0.00	$0.00	$87.85	$87.85	$38.88	$10.87	$38.10	$87.85	
	Total	$ 1,481,310.44	$	(57,494.80)	$ (28,775.46)	$	3,749.05	$  1,398,789.23	$ 618,974.09	$	173,141.25	$	606,673.89	$ 1,398,789.23	

100.56%
0

Net Percent Collected Balance Remaining to Collect

DIRECT BILL ASSESSMENTS

Lucerne Park Investment, LLC
2024-01		
Net Assessments	
$	93,211.56	
$ 93,211.56	
Date Received	Due Date	Check Number	Net Assessed	Amount Received	General Fund	
10/12/23	10/1/23	3514	$	46,605.78	$	46,605.78	$ 46,605.78	
4/10/24	2/1/24	3587	$	23,302.89	$	23,302.89	$ 23,302.89	
	5/1/24		$	23,302.89			
			$	93,211.56	$	69,908.67	$ 69,908.67	

Audit Committee Meeting

Section III

Section A

EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT REQUEST FOR PROPOSALS
District Auditing Services for Fiscal Year 2024
Polk County, Florida

Instructions to Proposers

SECTION 1. DUE DATE. Sealed proposals must be received no later than Monday, October 14, 2024 at 5:00 p.m., at the offices of Governmental Management Services – Central Florida, LLC, Attn: Jill Burns/Samantha Ham, District Manager, 219 East Livingston Street, Orlando, Florida 32801. Proposals will be publicly opened at that time.

Section 2. Familiarity with the Law. By submitting a proposal, the Proposer is assumed to be familiar with all federal, state, and local laws, ordinances, rules and regulations that in any manner affect the work. Ignorance on the part of the Proposer will in no way relieve it from responsibility to perform the work covered by the proposal in compliance with all such laws, ordinances and regulations.

Section 3. Qualifications of Proposer. The contract, if awarded, will only be awarded to a responsible Proposer who is qualified by experience and licensing to do the work specified herein. The Proposer shall submit with its proposal satisfactory evidence of experience in similar work and show that it is fully prepared to complete the work to the satisfaction of the District.
Section 4. Submission of Only One Proposal. Proposers shall be disqualified, and their proposals rejected if the District has reason to believe that collusion may exist among the Proposers, the Proposer has defaulted on any previous contract or is in arrears on any previous or existing contract, or for failure to demonstrate proper licensure and business organization.
SECTION 5. SUBMISSION OF PROPOSAL. Submit one (1) original hard copy and one (1) electronic copy of the Proposal Documents, and other requested attachments, at the time and place indicated herein, which shall be enclosed in an opaque sealed envelope, marked with the title “Auditing Services – Eden Hills Community Development District” on the face of it.

Section 6. Modification and Withdrawal. Proposals may be modified or withdrawn by an appropriate document duly executed and delivered to the place where proposals are to be submitted at any time prior to the time and date the proposals are due. No proposal may be withdrawn after opening for a period of ninety (90) days.

Section 7. Proposal Documents. The proposal documents shall consist of the notice announcing the request for proposals, these instructions, the Evaluation Criteria Sheet and a proposal with all required documentation pursuant to Section 12 of these instructions (the “Proposal Documents”).
Section 8. Proposal. In making its proposal, each Proposer represents that it has read and understands the Proposal Documents and that the proposal is made in accordance therewith.

Section 9. Basis of Award/Right to Reject. The District reserves the right to reject any and all proposals, make modifications to the work, and waive any informalities or irregularities in proposals as it is deemed in the best interests of the District.
Section 10. Contract Award. Within fourteen (14) days of receipt of the Notice of Award from the District, the Proposer shall enter into and execute a Contract (engagement letter) with the District.
Section 11. Limitation of Liability. Nothing herein shall be construed as or constitute a waiver of District’s limited waiver of liability contained in Section 768.28, Florida Statutes, or any other statute or law.

Section 12. Miscellaneous. All proposals shall include the following information in addition to any other requirements of the proposal documents.
List position or title of all personnel to perform work on the District audit. Include résumés for each person listed; list years of experience in present position for each party listed and years of related experience.

Describe  proposed   staffing	levels, including résumés with applicable certifications.
Three references from projects of similar size and scope. The Proposer should include information relating to the work it conducted for each reference as well as a name, address and phone number of a contact person.
The cost of the provision of the services under the proposal for Fiscal Year 2024, plus the cost of four (4) annual renewals.
Provide a proposed schedule for performance of the audit.

Section 13. Protests. In accordance with the District’s Rules of Procedure, any protest regarding the Proposal Documents, must be filed in writing, at the offices of the District Manager, within seventy-two (72) calendar hours (excluding Saturday, Sunday, and state holidays) after the receipt of the Proposal Documents. The formal protest setting forth with particularity the facts and law upon which the protest is based shall be filed within seven (7) calendar days (including Saturday, Sunday, and state holidays) after the initial notice of protest was filed. Failure to timely file a notice of protest or failure to timely file a formal written protest shall constitute a waiver of any right to object or protest with respect to the aforesaid Proposal Documents.

Section 14. Evaluation of Proposals. The criteria to be used in the evaluation of proposals are presented in the Evaluation Criteria Sheet, contained within the Proposal Documents.

EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT AUDITOR SELECTION EVALUATION CRITERIA

Ability of Personnel.	(20 Points)

(E.g., geographic location of the firm’s headquarters or permanent office in relation to the project; capabilities and experience of key personnel; present ability to manage this project; evaluation of existing workload; proposed staffing levels, etc.)

Proposer’s Experience.	(20 Points)

(E.g. past record and experience of the Proposer in similar projects; volume of work previously performed by the firm; past performance for other community development districts in other contracts; character, integrity, reputation of Proposer, etc.)

Understanding of Scope of Work.	(20 Points)

Extent to which the proposal demonstrates an understanding of the District’s needs for the services requested.
Ability to Furnish the Required Services.	(20 Points)
Extent to which the proposal demonstrates the adequacy of Proposer’s financial resources and stability as a business entity necessary to complete the services required.
Price.	(20 Points)
Points will be awarded based upon the lowest total proposal for rendering the services and the reasonableness of the proposal.
TOTAL	(100 Points)

Section B

EDEN HILLS COMMUNITY DEVELOPMENT DISTRICT REQUEST FOR PROPOSALS FOR ANNUAL AUDIT SERVICES

The Eden Hills Community Development District hereby requests proposals for annual financial auditing services. The proposal must provide for the auditing of the District’s financial records for the fiscal year ending September 30, 2024, with an option for four (4) additional annual renewals. The District is a local unit of special-purpose government created under Chapter 190, Florida Statutes, for the purpose of financing, constructing, and maintaining public infrastructure. The District is located in the City of Lake Alfred, Polk County, Florida. The District currently has an operating budget of approximately $708,732. The final contract will require that, among other things, the audit for the fiscal year ending September 30, 2024, be completed no later than June 1, 2025.

Each auditing entity submitting a proposal must be authorized to do business in Florida; hold all applicable state and federal professional licenses in good standing, including but not limited to a license under Chapter 473, Florida Statutes, and be qualified to conduct audits in accordance with “Government Auditing Standards”, as adopted by the Florida Board of Accountancy. Audits shall be conducted in accordance with Florida law and particularly section 218.39, Florida Statutes, and the rules of the Florida Auditor General.

Proposal packages, which include evaluation criteria and instructions to proposers, are available from the District Manager at the address and telephone number listed below.

Proposers must provide one (1) original hard copy and one (1) electronic copy of their proposal to Governmental Management Services – Central Florida, LLC Attn: Jill Burns/Samantha Ham, District Manager/Staff, 219 East Livingston Street, Orlando, Florida 32801, in an envelope marked on the outside “Auditing Services – Eden Hills Community Development District.”

Proposals must be received by 5:00 PM on Monday, October 14, 2024, at the office address listed above. Proposals received after this time will not be eligible for consideration. Please direct all questions regarding this Notice to the District Manager who can be reached at (407) 841-5524.

Jill Burns, District Manager
Governmental Management Services – Central Florida, LLC Run Date: Monday, September 30, 2024