Astonia
Community Development District
Meeting Agenda April 14, 2021
April 7, 2021
Astonia
Community Development District
219 E. Livingston St., Orlando, Florida 32801 Phone: 407-841-5524 – Fax: 407-839-1526

Board of Supervisors Astonia
Community Development District

Dear Board Members:

The regular meeting of the Board of Supervisors of Astonia Community Development District will be held Wednesday, April 14, 2021 at 1:00 PM at 4900 Dundee Rd., Winter Haven, Florida 33884.

Call-In Information: 1-646-876-9923
Meeting ID: 920 6754 3176

Following is the advance agenda for the meeting:

Board of Supervisors Meeting

Roll Call
Public Comment Period (1Speakers will fill out a card and submit it to the District Manager prior to the beginning of the meeting)
Approval of Minutes of the January 13, 2021 Board of Supervisors Meeting
Consideration of Resolution 2021-03 Appointing Treasurer and Assistant Treasurer
Consideration of Notice of Boundary Amendment
Presentation of First Amendment to Engineer’s Report
Presentation of Amended and Restated Master Assessment Methodology
Consideration of Resolution 2021-04 Declaring Special Assessments on Boundary Amendment Parcel
Consideration of Resolution 2021-05 Setting a Public Hearing on the Imposition of Special Assessments on Boundary Amendment Parcel
Consideration of Resolution 2021-06 Setting a Public Hearing Expressing the District’s Intent to Utilize the Uniform Method of Levying, Collecting, and Enforcing Non-Ad Valorem Assessments on Boundary Amendment Parcel
Consideration of Fee Increase Letter for District Counsel Services from Hopping, Green & Sams

1 Comments will be limited to three (3) minutes
Consideration of Revised Audit Engagement Letter from Grau with Increase in Services Price for Fiscal Year 2020 Audit
Consideration of Rule G-17 Disclosure Letter from FMSbonds—ADDED
Staff Reports
Attorney
Engineer
District Manager’s Report
Approval of Check Register
Balance Sheet & Income Statement
Summary of Series 2020 AA1 Requisitions #21 to #23
Other Business
Supervisors Requests and Audience Comments
Adjournment

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

The third order of business is the Approval of Minutes of the January 13, 2021 Board of Supervisors Meeting. A copy of the minutes are enclosed for your review.

The fourth order of business is the Consideration of Resolution 2021-03 Appointing Treasurer and Assistant Treasurer. The resolution is enclosed for your review.
The fifth order of business is the Consideration of Notice of Boundary Amendment. A copy of the notice is enclosed for your review.

The sixth order of business is the Presentation of First Amendment to Engineer’s Report. A copy of the report is enclosed for your review.

The seventh order of business is the Presentation of Amended and Restated Master Assessment Methodology. The report is enclosed for your review.

The eighth order of business is the Consideration of Resolution 2021-04 Declaring Special Assessments on Boundary Amendment Parcel. A copy of the resolution is enclosed for your review.

The ninth order of business is the Consideration of Resolution 2021-05 Setting a Public Hearing on the Imposition Special Assessments on Boundary Amendment Parcel. A copy of the resolution is enclosed for your review.

The tenth order of business is the Consideration of Resolution 2021-06 Setting a Public Hearing Expressing the District’s Intent to Utilize the Uniform Method of Levying, Collecting, and Enforcing Non-Ad Valorem Assessments on Boundary Amendment Parcel. A copy of the resolution is enclosed for your review.

The eleventh order of business is the Consideration of the Fee Increase Letter for District Counsel Services from Hopping, Green & Sams. A copy of the letter is enclosed for your review.

The twelfth order of business is the Consideration of Revised Audit Engagement Letter from Grau with Increase in Services Price for Fiscal Year 2020 Audit. A copy of the letter is enclosed for your review.

The thirteenth order of business is the Consideration of Rule G-17 Disclosure Letter from FMSbonds. A copy of the letter is enclosed for your review.

The fourteenth order of business is Staff Reports. Section C is the District Manager’s Report. Sub-Section 1 is the Approval of the Check Register and Sub-Section 2 is the Balance Sheet and Income Statement, both are enclosed for your review. Sub-Section 3 is the Summary of Series 2020 AA1 Requisitions #21 to #23.

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

CC:	Roy Van Wyk, District Counsel Enclosures

M	I NUTES
MINUTES OF MEETING ASTONIA
COMMUNITY DEVELOPMENT DISTRICT

The regular meeting of the Board of Supervisors of the Astonia Community Development District was held Wednesday, January 13, 2021 at 1:00 p.m. at 4900 Dundee Rd., Winter Haven, Florida.

Present and constituting a quorum:

Reggie Baxter	Chairman
Brian Walsh	Vice Chairman
Brent Elliott	Assistant Secretary
Halsey Carson	Assistant Secretary
Milton Andrade via phone	Assistant Secretary Also present were:
Jill Burns	District Manager, GMS
Michelle Rigoni via Zoom	Hopping, Green & Sams

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

SECOND ORDER OF BUSINESS	Public Comment Period
There were no members of the public present for the meeting.

THIRD ORDER OF BUSINESS	Approval of Minutes of the October 14,
2020 Audit Committee & the Board of Supervisors Meeting
Ms. Burns asked for any questions, comments, or corrections to the October 14, 2020 meeting minutes. Hearing none, she asked for a motion to approve.

January 13, 2021	Astonia CDD

FOURTH ORDER OF BUSINESS	Consideration	of	Resolution	2021-02
Directing Chairman and District Staff to File a Petition Amending District Boundaries
Ms. Burns stated the resolution was included in the agenda package and presented the resolution to amend the boundaries. Ms. Burns noted that the map of parcels and description of land was included in the package.

FIFTH ORDER OF BUSINESS	Consideration of Boundary Amendment
Funding Agreement
Ms. Burns stated the entity that the funding agreement is with is Astonia North, LLC and that will provide funds for the expansion of boundaries as noted in the agreement.

SIXTH ORDER OF BUSINESS	Ratification of 2021 Data Sharing and
Usage	Agreement	with	Polk	County Property Appraiser
Ms. Burns stated the property appraiser requires the District to enter into an agreement each year. Mr. Burns presented the usage agreement.

SEVENTH ORDER OF BUSINESS	Ratification of Contract Agreement with
Polk County Property Appraiser
Ms. Burns reported that this agreement allows the District to collect the assessments. The property appraiser provides the parcels to collect the assessments on the tax bill for the upcoming year.

2
January 13, 2021	Astonia CDD

EIGHTH ORDER OF BUSINESS	Consideration	of	Memorandum	from
Hopping, Green & Sams Regarding E- Verify Requirement in 2021
Ms. Rigoni stated both federal and state law prohibit any person from knowingly hiring unauthorized persons to work in the U.S.A. new law starting Jan. 2021 put the affirmative duties on the CDD to verify employment eligibility of the employees hired using the E-Verify system. This requires all contractors to certify that they are enrolled in the program and are complying with all requirements.

NINTH ORDER OF BUSINESS	Staff Reports
Attorney
Ms. Rigoni had nothing further to report.

Engineer
There being none, the next item followed.

District Manager’s Report
Approval of Check Register
Ms. Burns presented the check register included in the agenda package totaling $6,513.16 through December 31st. The Board had no questions on the check register.

3
January 13, 2021	Astonia CDD

Balance Sheet & Income Statement
Ms. Burns stated the financial packets through November are included in the package.

Summary of Series 2020 AA1 Requisitions #1 to #20
Ms. Burns stated all requisitions have been approved by both the Chair and the District Engineer and have been funded by the trustee’s office.

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

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

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

Secretary/Assistant Secretary	Chairman/Vice Chairman

4

(·

S ECT-I ON IV
RESOLUTION 2021-03

A RESOLUTION OF THE BOARD OF SUPERVISORS OF ASTONIA COMMUNITY DEVELOPMENT DISTRICT PROVIDING FOR THE REMOVAL AND APPOINTMENT OF TREASURER AND ASSISTANT TREASURER OF THE DISTRICT AND PROVIDING FOR AN EFFECTIVE DATE.

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

WHEREAS, the Board of Supervisors of the District desires to provide for the removal and appointment of a Treasurer and Assistant Treasurer.

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

Section 1. George Flint is appointed Treasurer effective immediately. Effective immediately, the existing Treasurer, Ariel Lovera, is removed.

Section 2. Katie Costa is appointed Assistant Treasurer effective immediately. Effective immediately, the existing Assistant Treasurer, Jill Burns, is removed.

Section 3. This Resolution shall become effective immediately upon its adoption. PASSED AND ADOPTED THIS 14th  DAY OF APRIL 2021

ATTEST:	ASTONIA COMMUNITY
DEVELOPMENT DISTRICT

SECRETARY/ASSISTANT SECRETARY	 	
CHAIR

S	ECTION V
This space reserved for use Clerk of the Circuit Court

This Instrument Prepared by and return to:

Roy Van Wyk, Esq.
HOPPING GREEN & SAMS, P.A.
119 S. Monroe Street, Suite 300 (32301) Post Office Box 6526
Tallahassee, Florida 32314

NOTICE OF BOUNDARY AMENDMENT OF THE ASTONIA COMMUNITY DEVELOPMENT DISTRICT

PLEASE TAKE NOTICE that on April 6, 2021, the Board of County Commissioners of Polk County, Florida adopted Ordinance No. 2021-023, effective April 6, 2021, amending the boundaries of the Astonia Community Development District (“District”). The legal description of the lands encompassed within the District, after amendment, is attached hereto as Exhibit “A.” The Astonia Community Development District was established by Polk County Ordinance No. 2020-002, which became effective on January 7, 2020. The District is a special-purpose form of local government established pursuant to and governed by Chapter 190, Florida Statutes. More information on the powers, responsibilities, and duties of the District may be obtained by examining Chapter 190, Florida Statutes, or by contacting the District’s registered agent as designated to the Department of Economic Opportunity in accordance with Section 189.014, Florida Statutes.
THE ASTONIA COMMUNITY DEVELOPMENT DISTRICT MAY IMPOSE AND LEVY TAXES OR ASSESSMENTS, OR BOTH TAXES AND ASSESSMENTS, ON THIS PROPERTY. THESE TAXES AND ASSESSMENTS PAY THE CONSTRUCTION, OPERATION AND MAINTENANCE COSTS OF
CERTAIN PUBLIC FACILITIES AND SERVICES OF THE DISTRICT AND ARE SET ANNUALLY BY THE GOVERNING BOARD OF THE DISTRICT. THESE TAXES AND ASSESSMENTS ARE IN ADDITION TO COUNTY AND OTHER LOCAL GOVERNMENT TAXES AND ASSESSMENTS AND ALL OTHER TAXES AND ASSESSMENTS PROVIDED FOR BY LAW.
IN WITNESS WHEREOF, this Notice has been executed on this 14th day of April, 2021, and recorded in the Official Records of Polk County, Florida.

ASTONIA COMMUNITY DEVELOPMENT DISTRICT

By:		 Harold R. Baxter, Chairman

Witness	Witness

Print Name	Print Name

STATE OF FLORIDA
COUNTY OF  	

The foregoing instrument was acknowledged before me by means of 	physical presence or
 	  online notarization, this 	day of 	, 2021, by Harold R. Baxter, Chairman  of  the  Astonia  Community  Development  District,  on  its  behalf.  He  is personally
known to me or has produced	as identification.

(NOTARY SEAL)

Notary Public, State of Florida
Print Name: 	
Commission No.: 	Expires:  	

2
EXHIBIT A

3

4

SECTION VI

ASTONIA
COMMUNITY DEVELOPMENT DISTRICT

FIRST AMENDMENT TO THE MASTER ENGINEER’S REPORT DATED FEBRUARY 3, 2020

FOR CAPITAL IMPROVEMENTS

Prepared for:

BOARD OF SUPERVISORS ASTONIA
COMMUNITY DEVELOPMENT DISTRICT

Prepared by:

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

February 17, 2021
ASTONIA
COMMUNITY DEVELOPMENT DISTRICT

TABLE OF CONTENTS
PURPOSE	1-2
INTRODUCTION…	1
SCOPE	2-3
THE DEVELOPMENT	3
THE CAPITAL IMPROVEMENTS.	3-4
CAPITAL IMPROVEMENT PLAN COMPONENTS	4-5
Stormwater Management Facilities	4
Public Roadways	5
Water and Wastewater Facilities	5
Off-site Improvements	6
Amenities and Parks…	6
Electric and Lighting…	6
Entry Features…	6
Miscellaneous	7
PERMITTING	7-8
RECOMMENDATION	9
REPORT MODIFICATION	9
CONCLUSION	10
LIST OF EXHIBITS

EXHIBIT 1- Location Map
EXHIBIT 2- Existing District Legal Description EXHIBIT 3- Expansion Parcel Legal Description EXHIBIT 4- Amended District Legal Description EXHIBIT 5 – District Boundary Map
EXHIBIT 6- Future Land Use Map EXHIBIT 7- Zoning Map
EXHIBIT 8 - Utility Location Map & Drainage Flow Pattern Map EXHIBIT 9- Summary of Opinion of Probable Costs
EXHIBIT 10- Summary of Proposed District Facilities EXHIBIT 11 & 11A- Overall Site Plan
FIRST AMENDMENT TO THE MASTER ENGINEER’S REPORT ASTONIA
COMMUNITY DEVELOPMENT DISTRICT

PURPOSE
The purpose of this 2nd Supplemental Engineer’s Report is to provide engineering support for the expanded boundaries of the Astonia Community Development District (CDD). The existing CDD contains three phases (Phase 1-191 lots; Phase 2-306 lots; Phase 3 –
184 lots) consisting of approximately 159.93 acres. Phase 2 and Phase 3 will be constructed together and for the purpose of the supplemental report shall be named Phase 2 consisting of 490 lots. The proposed CDD expansion will include the addition of Astonia North consisting of 332 single-family lots. The expanded CDD will have a total of 1,013 single family lots and consist of approximately 267.15 acres.

INTRODUCTION

The Astonia Community Development District (the “District”) is located south of Ernie Caldwell Blvd, west of Lee Jackson Highway, and north and south of Little Zion Road in Polk County (the “County”). The District shall consist of 267.19 acres and is expected to contain 1,013 single family lots, recreation / amenity areas, parks, and associated infrastructure.

The CDD was established under County Ordinance No. 2020-002 which was approved by the Polk County Board of County Commission (“County Commission”) on January 7, 2020, further amended by County Ordinance No. 2021-023 approved by the County Commission on April 6, 2021, expanding the district boundary. The District will own and operate the public roadways and 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 County, Southwest Florida Water Management District (SWFWMD), and other applicable agencies with regulatory jurisdiction over the development. An overall estimate of probable cost of the public improvements is provided in Exhibit 9 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 property within the District. The District reserves the right to make reasonable adjustments to the development plan to meet applicable regulatory requirements of agencies with jurisdiction over the development, while maintaining comparable level of benefits to the 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 roadway improvements including common area, sidewalks in the right-of-way, and 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) will, upon completion, be dedicated to the City for ownership and maintenance.

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, the District Board of Supervisors, and its staff and consultants.

THE DEVELOPMENT

The Development will consist of 1,013 single family homes and associated infrastructure (“Development”). The Development is a planned residential community located north and south of Ernie Caldwell Blvd, west of Lee Jackson Highway, and north and south of Little Zion Road within the County. The Development has a Polk County future land use of RMX (Residential Medium) and NACX (Neighborhood Activity Center) and Polk County zoning of PD (Planned Development). The Development will be constructed in three phases. (Phase 1- 191 lots, Phase 2-490 Lots, Astonia North – 332 lots).

THE CAPITAL IMPROVEMENTS

The Capital Improvement Plan, (the “CIP”), consists of public infrastructure for the Development. 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 also occur at this time. 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 Duke Energy 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 within the Development The public park/amenity center will have connectivity 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 system of improvements comprising the Capital Improvement Plan (“CIP”) includes the following:

Stormwater Management Facilities
Stormwater management facilities consisting of storm conveyance systems and retention ponds are contained within the District boundaries. Stormwater runs off 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 County and the SWFWMD. There are no known surface waters.

Federal Emergency Management Agency Flood Insurance Rate Map (FEMA FIRM) Panel No. 12105C-0230H (dated 12/22/2016) demonstrates that the property is located within Flood Zone X. 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' R/W with 20’ 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.

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 Polk County 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 entire District.

A domestic wastewater collection system inclusive of gravity sanitary sewer mains and sewer laterals will be installed. The sewer service provider will be Polk County Public Utilities. 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 are anticipated for this CIP. Flow from the lift station shall be connected to a proposed force main along Ernie Caldwell Blvd, northwest of the site.

Reclaimed water is not available for this site. An irrigation well to be 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. The site construction activities associated with the CIP are anticipated for completion by phases based on the following estimated schedule: Phase 1 in 2021; Phase 2 in 2022; Astonia North in 2024. Upon completion 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 County.

Public Amenities and Parks
The District will provide funding for the public Amenity Facilities to include the following: pavilion with tot lot, dog park/all-purpose play field, walking trails, and passive parks throughout the Development which will include benches and walking trails.

Electric and Lighting
The electric distribution system thru the District 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 Duke Energy providing underground electrical service to the Development. The CDD will enter into a lighting agreement with Duke Energy for the street light poles and lighting service. Only undergrounding of wire in public right-of-way on District land is included in the cost estimate of the CIP.

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 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 CDD. 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 the Development 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 County 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 (191 Lots)

Permits / Approvals	Approval / Expected Date	
Zoning Approval	Approved	
Preliminary Plat	N/A	
SWFWMD ERP	Approved	
Construction Permits	Approved	
Polk County Health Department Water	Approved	
FDEP Sewer	Approved	
FDEP NOI	Approved	
ACOE	N/A	
PHASE 2 (490 Lots)

Permits / Approvals	Approval / Expected Date	
Zoning Approval	Approved	
Preliminary Plat	N/A	
SWFWMD ERP	Approved	
Construction Permits	Approved	
Polk County Health Department Water	Approved	
FDEP Sewer	Approved	
FDEP NOI	Approved	
ACOE	N/A	

Astonia North (332 Lots)

Permits / Approvals	Approval / Expected Date	
Zoning Approval	Approved	
Preliminary Plat	N/A	
SWFWMD ERP	June 2021	
Construction Permits	June 2021	
Polk County Health Department Water	June 2021	
FDEP Sewer	June 2021	
FDEP NOI	June 2021	
ACOE	N/A	

RECOMMENDATION

As previously described within this report, the public infrastructure as described is necessary for the development and functional operation as required by the County. The site planning, engineering design and construction plans for the infrastructure are in accordance with the applicable requirements of the County 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 County 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 of the proposed CIP can be completed at the estimated cost as stated.

6	8

ERNIE CALDWELL BLVD
9

 EXISTING DISTRICT
 PARCEL ID NUMBERS
1.  272622-000000-033010
2. 272622-000000-031050
3. 272622-000000-034010
4. 272622-000000-032010
5. 272622-000000-043010

 EXPANSION PARCELS
6. 272615-000000-043010
7. 272615-000000-041000
8. 272615-000000-023000
9. 272615-000000-042010
DISTRICT

3

5

N

1925 BARTOW ROAD	LAKELAND, FL 33801
OFFICE: (863) 940-2040	FAX: (863) 940-2044	CELL: (863) 662-0018 EMAIL: INFO@WOODCIVIL.COM
EXHIBIT 1
ASTONIA COMMUNITY DEVELOPMENT DISTRICT LOCATION MAP
*APPROVED AND ADDED TO THE DISTRICT BY THE COUNTY COMMISSION ON APRIL 6, 2021

NO SCALE

EXISTING DISTRICT LEGAL DESCRIPTION

BEGIN AT THE NW CORNER OF THE NE 1/4 OF THE NW 1/4 OF SECTION 22, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA; THENCE RUN N89°38'14"E ALONG THE NORTH LINE OF SAID SECTION 22 A DISTANCE OF 708.93 FEET; THENCE S02°00'48"E A DISTANCE OF 31.96 FEET TO A CURVE TURNING TO THE LEFT WITH A DELTA ANGLE OF 28°43 '45", WITH A RADIUS OF 1385.00 FEET, WITH A CHORD BEARING OF Sl6°22'40"E, WITH A CHORD LENGTH OF 687.21 FEET; THENCE RUN ALONG SAID CURVE AN ARC LENGTH OF 694.46 FEET; THENCE N57°11'19"E A DISTANCE OF 285.23 FEET TO A POINT ON THE WEST RIGHT OF WAY OF ERNIE CALDWELL BOULEVARD, SAID POINT ALSO BEING ON A CURVE TURNING TO THE LEFT WITH A DELTA ANGLE OF 05°12'38", WITH A RADIUS OF 1100.00 FEET, WITH A CHORD BEARING OF S32"48'41"E, WITH A CHORD LENGTH OF 100.00 FEET; THENCE RUN ALONG SAID CURVE AN ARC LENGTH OF 100 . 03 FEET; THENCE LEAVING SAID RIGHT OF WAY RUN S57°11'19"W A DISTANCE OF 285.23 FEET TO A CURVE TURNING TO THE LEFT WITH A DELTA ANGLE OF 21°30'05", WITH A RADIUS OF 1385.00 FEET, WITH A CHORD BEARING OF S45"37'51"E, WITH A CHORD LENGTH OF 516.70 FEET; THENCE RUN ALONG SAID CURVE AN ARC LENGTH OF 519.75 FEET; THENCE S00°34'03"E A DISTANCE OF 1126.63 FEET TO THE NORTH MAINTAINED RIGHT OF WAY OF LITTLE ZION ROAD; THENCE RUN ALONG SAID NORTH RIGHT OF WAY THE FOLLOWING 29 COURSES; 1) N86°53'43"W A DISTANCE OF 12.69 FEET; 2)THENCE N87°23'02"W A DISTANCE OF 65.40 FEET;  3)THENCE  S87°44'53"W  A DISTANCE  OF 34.73 FEET; 4)THENCE S82"19'26"W  A DISTANCE OF
41.07  FEET;  5)THENCE  S73"10'25"W  A  DISTANCE  OF  16.81 FEET;  6)THENCE  S70"46'24"W  A  DISTANCE  OF  24.09 FEET;
?)THENCE S70°28'57"W A DISTANCE OF 16.64 FEET; 8)THENCE S61°58'48"W A DISTANCE OF 36.62 FEET; 9)THENCE S57°16'53"W A DISTANCE OF 63.50 FEET; lO)THENCE S46"20'51"W A DISTANCE OF 35.85 FEET; ll)THENCE S35"40'32"W A DISTANCE OF 14.37 FEET; 12)THENCE S35"36'06"W A DISTANCE OF 15.07 FEET; 13}THENCE S29"16'16"W A DISTANCE OF
33.67 FEET; 14)THENCE S28°02'33"W A DISTANCE OF 100.08 FEET; 15 )THENCE S29°35'32"W A DISTANCE OF 41 .20 FEET; 16)THENCE S37°51'45"W A DISTANCE OF 60 .25 FEET; 17)THENCE S48"18'53"W A DISTANCE OF 16.90 FEET; 18) THENCE S56°1 7'21"W A DISTANCE OF 18.08 FEET; 19)THENCE S62°22'59"W A DISTANCE OF 10.29 FEET; 20)THENCE S89°37'17"W A DISTANCE OF 165.14 FEET; 21)THENCE S00°24'07"E  A DISTANCE OF 17.27 FEET; 22)THENCE S89"49'44"W  A DISTANCE  OF
51.17 FEET; 23)THENCE S89 ° 1 5'22" W A DISTANCE OF 100.01 FEET; 24)THENCE S89°42'52"W A DISTANCE OF 100.00 FEET; 25}THENCE S89°2 5'40"W A DISTANCE OF 100.00 FEET; 26}THENCE S89°18'48"W A DISTANCE OF 100.00 FEET; 27)THENCE S89°35'59"W A DISTANCE OF 100.00 FEET; 28)THENCE S89"42'52"W  A DISTANCE  OF 100.00 FEET; 29)THENCE S89"35'59"W A DISTANCE OF 11.74 FEET; THENCE LEAVING SAID NORTH RIGHT OF WAY RUN S00°31'51"E A DISTANCE OF 672.83 FEET; THENCE S89°33'56"W A DISTANCE OF 663.12 FEET; THENCE S00°30'40"E A DISTANCE OF 661.24 FEET TO THE SOUTH LINE OF  THE  NW 1/4  OF THE SW 1/4  OF SAID SECTION  22; THENCE  S89°31'59"W  ALONG  SAID SOUTH  LINE  A DISTANCE OF
663.35 FEET TO THE WEST LINE OF SAID SECTION 22; THENCE RUN ALONG SAID WEST LINE THE FOLLOWING 3 COURSES; 1) N00°29 '28" W A DISTANCE OF 1323.24 FEET; 2) THENCE N00°09'33"W A DISTANCE OF 1322.55 FEET;  3)  THENCE N00°09'33"W A DISTANCE OF 792.10 FEET TO THE NORTH LINE OF THE SOUTH  24 ACRES OF THE NW 1/4  OF THE NW 1/4 OF SAID SECTION 22; THENCE N89°37'27"E ALONG SAID NORTH LINE A DISTANCE OF 1318 .54 FEET TO THE WEST LINE OF THE NE 1/4 OF THE NW 1/4 OF SAID SECTION 22; THENCE N00°20'51"W ALONG SAID WEST LINE A DISTANCE  OF 529.36  FEET RETURNING TO THE POINT OF BEGINNING, LESS MAINTAINED RIGHT OF WAY FOR LITTLE ZION ROAD.

CONTAINING AN AREA OF 159 .93 ACRES MORE OR LESS.

			
		EXHIBIT  2	
		EXISTING DISTRICT LEGAL DESCRIPTION	
		ASTONIA  COD	
1925 BARTOW ROAD •	LAKELAND. FL 33801		
OFFICE: (863) 940-2040 • FAX: (863) 940-2044 • CELL (863) 662-0018
EM AlL: IN FO@WOODCM L.COM	PAGE I OF I

EXPANSION PARCELS LEGAL DESCRIPTION

A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, BEING A PORTION OF THE LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 1346, PAGE 771, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF SW 1/4 OF SAID SECTION 15; THENCE WITH THE NORTH LINE OF SW 1/4 OF SAID SECTION 15, N89°30'30"E, A DISTANCE OF 516.39 FEET TO THE POINT OF BEGINNING;
THENCE CONTINUE WITH THE NORTH LINE OF SW 1/4 OF SAID SECTION 15, N89 °30'30" E, A DISTANCE OF 1291.38 FEET TO THE SOUTHERLY M AINTA IN ED RI GHT-OF-W AY LINE OF BOWEN ROAD (PER MAP BOOK 3, PAGES 60-68); THENCE LEAVING SAID NORTH LINE OF SW 1/4 OF SAID SECTION 15, RUN WITH SAID SOUTHERLY M AINTAINED RIGH T-OF- WAY LINE THE FOLLOWING TWENTY (20) COURSES: (1) N89°42'11"E, A DISTANCE OF 21.42 FEET; (2) S82°16'47"E, A DISTANCE OF 54.70 FEET; (3) N87°32'02"E, A DISTANCE OF 100.04 FEET; (4) N89°49'31" E, A DISTANCE OF 100.01 FEET; (5) N89°15'08"E, A DISTANCE OF 100.00 FEET; (6) N88°06'24"E, A DISTANCE OF 100.02 FEET; (7) S89° 36'07" E, A DISTANCE OF 52 .28 FEET; (8) S00 °19 ' 33"W, A DISTANCE OF 11.91 FEET; (9) N88°13'01"E, A DISTANCE OF 53.31 FEET; (10) N89°50'01" E, A DISTANCE OF 234.97 FEET; (11) N89°38'12"E, A DISTANCE OF 111.35 FEET;  (12)  N89°35'06"E,  A  DISTANCE  OF  194.59  FEET;  (13) N89°21'5l " E, A DISTANCE OF 197.92 FEET; (14) N89°11'50"E, A DISTANCE OF 95.71 FEET; {15) N89°25' 14" E, A DISTANCE OF 276.53  FEET;  (16)  S8 9°54'44" E,   A  DISTANCE   OF  105 .69  FEET;  (17)  N88°22'31"E,  A  DISTANCE   OF  178.41  FEET; (18)
N89°04'43"E, A DISTANCE OF 49 .78 FEET; (19) N89°12 '03" E, A DISTANCE OF 10 3.74 FEET; (20) S88°4 7'42"E, A DISTANCE OF
0.99 FEET TO THE EAST LINE OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 15; THENCE S00°16'24"E ALONG SAID EAST LINE, A DISTANCE OF 1315.97 FEET TO THE SOUTHEAST CORNER OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 15; THENCE S89°34'34"W ALONG THE SOUTH LINE OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 15, A  DISTANCE  OF 1314.94 FEET TO THE SOUTHWEST CORNER OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 15; THENCE S00°14'11"E ALONG THE WEST LINE OF THE SW 1/4 OF THE SE 1/4, A DISTANCE OF 851.21 FEET; THENCE LEAVING SAID WEST LINE, S89°48'35"W, A DISTANCE OF 127.79 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF ERNIE CALDWELL BOULEVARD (VARIABLE-WIDTH RIGHT OF WAY PER OFFICIAL RECORDS BOOK 9308, PAGE 2093, PUBLIC RECORDS OF POLK COUNTY, FLORI DA); THENCE WITH SAID NORTHERLY RIG HT-OF- WAY LINE THE FOLLOWING TWELVE (12) COURSES, (1) NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 1115.00 FEET, A CENTRAL ANGLE OF 21 °57'59" AND A CHORD BEARING AND DISTANCE OF N19°05'13" W, 424.86 FEET) FOR AN ARC DISTANCE OF 427.47 FEET TO A POINT OF NON-TANGENCY; (2) S59°55'48"W, A DISTANCE OF 5.00 FEET TO A TO A POINT OF NON-TANGENCY; (3) NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS  OF 1110.00 FEET,  A CENTRAL  ANGLE  OF  20°03'13"  AND  A CHORD  BEARING  AND  DISTANCE  OF  N40°05'48"W,
386.52 FEET)  FOR  AN  ARC DISTANCE OF 388.50 FEET TO A POINT OF NON-TANGENCY; (4) S39°52'36"W,  A DISTANCE  OF
20.00 FEET TO A TO A POINT OF NON -TANGENCY; (5) NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 1090 .00 FEET, A CENTRAL ANGLE OF 17°11'19"' AND A CHORD BEARING AND DISTANCE OF N58°43'04"W, 325.77 FEET) FOR AN ARC DISTANCE OF 327.00 FEET TO A POINT OF NON-TANGENCY; (6) N22°41 '17" E, A DISTANCE OF 10.00 FEET TO A TO A POINT OF NON-TANGENCY; (7) NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE LEFT (SAID CURVE HAVI NG A RADIUS OF 1100.00 FEET, A CENTRAL ANGLE OF 22°59'56" AND A CHORD BEARING AND DISTANCE OF N78°48'42"W, 438.59 FEET) FOR AN ARC DISTANCE OF 441.55 FEET TO A POINT OF TANGENCY; (8) S89°41'20"W, A DISTANCE OF 68 . 60 FEET; (9) S00°18'40"E, A DISTANCE OF 10.00  FEET;  (10) S89°41'20"W, A DISTANCE OF 480 . 00 FEET; (11) N00°18'40"W, A DISTANCE OF 10.00 FEET; (12) S89°41'20"W,  A DISTANCE OF 298.97 FEET; THENCE LEAVING SAID NORTHERLY RIG HT-OF-W AY LINE, N00°19'00"W, A DISTANCE OF 351.40 FEET TO A POINT OF NON-TANGENCY; THENCE NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF 150.00 FEET, A CENTRAL ANGLE OF 33°33'26" AND A CHORD BEARING AND DISTANCE OF Nl7°05'23"W, 86.60 FEET) FOR AN ARC DISTANCE OF 87.85 FEET TO A POINT OF TANGENCY; THENCE N00°19'00" W, A DISTANCE OF 786.18 FEET TO THE POINT OF BEGINNING.
CONTAINING 4,670,473 SQUARE FEET 107.219 ACRES) OF LAND, MORE OR LESS.

		
EXHIBIT 3	
		EXPANSION PARCELS LEGAL DESCRIPTION	
		ASTONIA  COD	

1925 BARTOW ROAD •	
LAKELAND, FL 33801		
OFFICE: (863) 940-2040 • FAX: (863) 940-2044 • CELL (863) 662-0018
EMAl L: INFO@WOODCM L.COM	PAGE 1 OF 1

AMENDED DISTRICT LEGAL DESCRIPTION

BEGIN AT THE NW CORNER OF THE NE 1/4 OF THE NW 1/4 OF SECTION 22, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA; THENCE RUN N89°38'14"E ALONG THE NORTH LINE OF SAID SECTION 22 A DISTANCE OF 708.93 FEET; THENCE S02°00'48"E A DISTANCE OF 31.96 FEET TO A CURVE TURNING TO THE LEFT WITH A DELTA ANGLE OF 28°43'45", WITH A RADIUS OF 1385.00 FEET, WITH A CHORD BEARING OF S16°22'40"E, WITH A CHORD LENGTH OF 687.21 FEET; THENCE RUN ALONG SAID CURVE AN ARC LENGTH OF 694.46 FEET; THENCE N57°11'19"E A DISTANCE OF 285.23 FEET TO A POINT ON THE WEST RIGHT OF WAY OF ERNIE CALDWELL BOULEVARD, SAID POINT ALSO BEING ON A CURVE TURNING TO THE LEFT WITH A DELTA ANGLE OF 05°12'38", WITH A RADIUS OF 1100.00 FEET, WITH A CHORD BEARING OF S32°48'41"E, WITH A CHORD LENGTH OF 100.00 FEET; THENCE RUN ALONG SAID CURVE AN ARC LENGTH OF 100.03 FEET; THENCE LEAVING SAID RIGHT OF WAY RUN S57°11'19"W A DISTANCE OF 285.23 FEET TO A CURVE TURNING TO THE LEFT WITH A DELTA ANGLE OF 21°30'05", WITH A RADIUS OF 1385.00 FEET, WITH A CHORD BEARING OF S45°37'51"E, WITH A CHORD LENGTH OF 516.70 FEET; THENCE RUN ALONG SAID CURVE AN ARC LENGTH OF 519.75 FEET; THENCE S00°34'03"E A DISTANCE OF 1126.63 FEET TO THE NORTH MAINTAINED RIGHT OF WAY OF LITTLE ZION ROAD; THENCE RUN ALONG SAID NORTH RIGHT OF WAY THE FOLLOWING 29 COURSES; 1) N86°53'43"W A DISTANCE OF 12.69 FEET; 2)THENCE N87°23'02"W A DISTANCE OF 65.40 FEET; 3)THENCE S87°44'53"W A DISTANCE OF 34.73 FEET; 4)THENCE S82°19'26"W A DISTANCE OF
41.07 FEET; 5)THENCE S73°10'25"W A DISTANCE OF 16.81 FEET; 6)THENCE S70°46'24"W A DISTANCE OF 24.09 FEET; 7)THENCE S70°28'57"W A DISTANCE OF 16.64 FEET; 8)THENCE S61°58'48"W A DISTANCE OF 36.62 FEET; 9)THENCE S57°16'53"W A DISTANCE OF 63.50 FEET; 10)THENCE S46°20'51"W A DISTANCE OF 35.85 FEET; 11)THENCE S35°40'32"W A DISTANCE OF 14.37 FEET; 12)THENCE S35°36'06"W A DISTANCE OF 15.07 FEET; 13)THENCE S29°16'16"W A DISTANCE OF
33.67 FEET; 14)THENCE S28°02'33"W A DISTANCE OF 100.08 FEET; 15)THENCE S29°35'32"W A DISTANCE OF 41.20 FEET; 16)THENCE S37°51'45"W A DISTANCE OF 60.25 FEET; 17)THENCE S48°18'53"W A DISTANCE OF 16.90 FEET; 18)THENCE S56°17'21"W A DISTANCE OF 18.08 FEET; 19)THENCE S62°22'59"W A DISTANCE OF 10.29 FEET; 20)THENCE S89°37'17"W A DISTANCE OF 165.14 FEET; 21)THENCE S00°24'07"E A DISTANCE OF 17.27 FEET; 22)THENCE S89°49'44"W A DISTANCE OF
51.17 FEET; 23)THENCE S89°15'22"W A DISTANCE OF 100.01 FEET; 24)THENCE S89°42'52"W A DISTANCE OF 100.00 FEET; 25)THENCE S89°25'40"W A DISTANCE OF 100.00 FEET; 26)THENCE S89°18'48"W A DISTANCE OF 100.00 FEET; 27)THENCE S89°35'59"W A DISTANCE OF 100.00 FEET; 28)THENCE S89°42'52"W A DISTANCE OF 100.00 FEET; 29)THENCE S89°35'59"W A DISTANCE OF 11.74 FEET; THENCE LEAVING SAID NORTH RIGHT OF WAY RUN S00°31'51"E A DISTANCE OF 672.83 FEET; THENCE S89°33'56"W A DISTANCE OF 663.12 FEET; THENCE S00°30'40"E A DISTANCE OF 661.24 FEET TO THE SOUTH LINE OF THE  NW 1/4 OF THE SW  1/4 OF SAID  SECTION 22; THENCE  S89°31'59"W  ALONG SAID  SOUTH LINE  A DISTANCE  OF
663.35 FEET TO THE WEST LINE OF SAID SECTION 22; THENCE RUN ALONG SAID WEST LINE THE FOLLOWING 3 COURSES; 1) N00°29'28"W A DISTANCE OF 1323.24 FEET; 2) THENCE N00°09'33"W A DISTANCE OF 1322.55 FEET; 3) THENCE N00°09'33"W A DISTANCE OF 792.10 FEET TO THE NORTH LINE OF THE SOUTH 24 ACRES OF THE NW 1/4 OF THE NW 1/4 OF SAID SECTION 22; THENCE N89°37'27"E ALONG SAID NORTH LINE A DISTANCE OF 1318.54 FEET TO THE WEST LINE OF THE NE 1/4 OF THE NW 1/4 OF SAID SECTION 22; THENCE N00°20'51"W ALONG SAID WEST LINE A DISTANCE OF 529.36 FEET RETURNING TO THE POINT OF BEGINNING, LESS MAINTAINED RIGHT OF WAY FOR LITTLE ZION ROAD.

AND

A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, BEING A PORTION OF THE LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 1346, PAGE 771, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF SW 1/4 OF SAID SECTION 15; THENCE WITH THE NORTH LINE OF SW 1/4 OF SAID SECTION 15, N89°30'30"E, A DISTANCE OF 516.39 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE WITH THE NORTH LINE OF SW 1/4 OF SAID SECTION 15, N89°30'30"E, A DISTANCE OF 1291.38 FEET TO THE SOUTHERLY MAINTAINED RIGHT-OF-WAY LINE OF BOWEN ROAD (PER MAP BOOK 3, PAGES 60-68); THENCE LEAVING SAID NORTH LINE OF SW 1/4 OF SAID SECTION 15, RUN WITH SAID SOUTHERLY MAINTAINED RIGHT-OF-WAY LINE THE FOLLOWING TWENTY (20) COURSES:

1925 BARTOW ROAD	LAKELAND, FL 33801
OFFICE: (863) 940-2040	FAX: (863) 940-2044	CELL: (863) 662-0018 EMAIL: INFO@WOODCIVIL.COM
EXHIBIT 4
AMENDED DISTRICT LEGAL DESCRIPTION ASTONIA CDD

PAGE 1 OF 2
 AMENDED DISTRICT LEGAL DESCRIPTION

(1) N89°42'11"E, A DISTANCE OF 21.42 FEET; (2) S82°16'47"E, A DISTANCE OF 54.70 FEET; (3) N87°32'02"E, A DISTANCE OF 100.04 FEET; (4) N89°49'31"E, A DISTANCE OF 100.01 FEET; (5) N89°15'08"E, A DISTANCE OF 100.00 FEET; (6) N88°06'24"E, A DISTANCE OF 100.02 FEET; (7) S89°36'07"E, A DISTANCE OF 52.28 FEET; (8) S00°19'33"W, A DISTANCE OF 11.91 FEET; (9) N88°13'01"E, A DISTANCE OF 53.31 FEET; (10) N89°50'01"E, A DISTANCE OF 234.97 FEET; (11) N89°38'12"E, A DISTANCE OF 111.35 FEET; (12) N89°35'06"E, A DISTANCE OF 194.59 FEET; (13) N89°21'51"E, A DISTANCE OF 197.92 FEET; (14) N89°11'50"E, A DISTANCE OF 95.71 FEET; (15) N89°25'14"E, A DISTANCE OF 276.53 FEET; (16) S89°54'44"E, A DISTANCE OF 105.69 FEET; (17) N88°22'31"E, A DISTANCE OF 178.41 FEET; (18) N89°04'43"E, A DISTANCE OF 49.78 FEET; (19) N89°12'03"E, A DISTANCE OF 103.74 FEET; (20) S88°47'42"E, A DISTANCE OF 0.99 FEET TO THE EAST LINE OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 15; THENCE S00°16'24"E ALONG SAID EAST LINE, A DISTANCE OF 1315.97 FEET TO THE SOUTHEAST CORNER OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 15; THENCE S89°34'34"W ALONG THE SOUTH LINE OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 15, A DISTANCE OF 1314.94 FEET TO THE SOUTHWEST CORNER OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 15; THENCE S00°14'11"E ALONG THE WEST LINE OF THE SW 1/4 OF THE SE 1/4, A DISTANCE OF 851.21 FEET; THENCE LEAVING SAID WEST LINE, S89°48'35"W, A DISTANCE OF 127.79 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF ERNIE CALDWELL BOULEVARD (VARIABLE-WIDTH RIGHT OF WAY PER OFFICIAL RECORDS BOOK 9308, PAGE 2093, PUBLIC RECORDS OF POLK COUNTY, FLORIDA); THENCE WITH SAID NORTHERLY RIGHT-OF-WAY LINE THE FOLLOWING TWELVE (12) COURSES, (1) NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 1115.00 FEET, A CENTRAL ANGLE OF 21°57'59" AND A CHORD BEARING AND DISTANCE OF N19°05'13"W, 424.86 FEET) FOR AN ARC DISTANCE OF 427.47 FEET TO A POINT OF NON-TANGENCY; (2) S59°55'48"W, A DISTANCE OF 5.00 FEET TO A TO A POINT OF NON-TANGENCY; (3) NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 1110.00 FEET, A CENTRAL ANGLE OF 20°03'13" AND A CHORD BEARING AND DISTANCE OF N40°05'48"W, 386.52 FEET) FOR AN ARC DISTANCE OF
388.50 FEET TO A POINT OF NON-TANGENCY; (4) S39°52'36"W, A DISTANCE OF 20.00 FEET TO A TO A POINT OF NON-TANGENCY; (5) NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS  OF 1090.00 FEET,  A  CENTRAL  ANGLE  OF 17°11'19"  AND A  CHORD  BEARING  AND  DISTANCE OF N58°43'04"W,
325.77  FEET) FOR AN ARC  DISTANCE OF  327.00 FEET  TO A POINT  OF NON-TANGENCY; (6) N22°41'17"E, A DISTANCE OF
10.00 FEET TO A TO A POINT OF NON-TANGENCY; (7) NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 1100.00 FEET, A CENTRAL ANGLE OF 22°59'56" AND A CHORD BEARING AND DISTANCE OF N78°48'42"W, 438.59 FEET) FOR AN ARC DISTANCE OF 441.55 FEET TO A POINT OF TANGENCY; (8) S89°41'20"W, A DISTANCE OF 68.60 FEET; (9) S00°18'40"E, A DISTANCE OF 10.00 FEET; (10) S89°41'20"W, A DISTANCE OF
FEET; (11) N00°18'40"W, A DISTANCE OF 10.00 FEET; (12) S89°41'20"W, A DISTANCE OF 298.97 FEET; THENCE LEAVING SAID NORTHERLY RIGHT-OF-WAY LINE, N00°19'00"W, A DISTANCE OF 351.40 FEET TO A POINT OF NON-TANGENCY; THENCE NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF 150.00 FEET, A CENTRAL ANGLE OF 33°33'26" AND A CHORD BEARING AND DISTANCE OF N17°05'23"W, 86.60 FEET) FOR AN ARC DISTANCE OF 87.85 FEET TO A POINT OF TANGENCY; THENCE N00°19'00"W, A DISTANCE OF 786.18 FEET TO THE POINT OF BEGINNING.

AMENDED DISTRICT CONTAINS APPROXIMATELY 267.15 ACRES MORE OR LESS.

EXHIBIT 4
AMENDED DISTRICT LEGAL DESCRIPTION ASTONIA CDD

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

PAGE 2 OF 2

DISTRICT

DISTRICT

N

1925 BARTOW ROAD	LAKELAND, FL 33801
OFFICE: (863) 940-2040	FAX: (863) 940-2044	CELL: (863) 662-0018 EMAIL: INFO@WOODCIVIL.COM
EXHIBIT 5
ASTONIA CDD DISTRICT BOUNDARY MAP
*APPROVED AND ADDED TO THE DISTRICT BY THE COUNTY COMMISSION ON APRIL 6, 2021

NO SCALE

RMX

RMX

RMX
ECX

RMX

LEGEND
RMX - RESIDENTIAL MEDIUM RL-4X - RESIDENTIAL LOW
N

C OMPOSITE EXHIBIT 6

ECX - EMPLOYMENT CENTER
BPC-2X - BUSINESS PARK CENTER
ASTONIA COMMUNITY DEVELOPMENT DISTRICT
P OLK COUNTY FUTURE LAND USE MAP
1925 BARTOW ROAD	LAKELAND, FL 33801
OFFICE: (863) 940-2040	FAX: (863) 940-2044	CELL: (863) 662-0018 EMAIL: INFO@WOODCIVIL.COM
NACX - NEIGHBORHOOD ACTIVITY CENTER

NO SCALE

PD

RMX

PD	ECX

PD

LEGEND
RMX - RESIDENTIAL MEDIUM RL-4X - RESIDENTIAL LOW
N

C OMPOSITE EXHIBIT 7

ECX - EMPLOYMENT CENTER
BPC-2X - BUSINESS PARK CENTER
A STONIA COMMUNITY DEVELOPMENT DISTRICT
P OLK COUNTY ZONING MAP

1925 BARTOW ROAD	LAKELAND, FL 33801
OFFICE: (863) 940-2040	FAX: (863) 940-2044	CELL: (863) 662-0018 EMAIL: INFO@WOODCIVIL.COM
NACX - NEIGHBORHOOD ACTIVITY CENTER PD - PLANNED DEVELOPMENT

NO SCALE

N

C OMPOSITE EXHIBIT 8
A STONIA COMMUNITY DEVELOPMENT DISTRICT

1925 BARTOW ROAD	LAKELAND, FL 33801
OFFICE: (863) 940-2040	FAX: (863) 940-2044	CELL: (863) 662-0018 EMAIL: INFO@WOODCIVIL.COM
D RAINAGE MAP
L EGEND
FLOW DIRECTION

NO SCALE

16"

16"

16"

N

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

LEGEND
COMPOSITE EXHIBIT 8
ASTONIA COMMUNITY DEVELOPMENT DISTRICT
EXISTING 12" WATER MAIN EXISTING 16" FORCE MAIN
EXISTING 16" RECLAIM WATER MAIN

NO SCALE
Composite Exhibit 9 Astonia CDD
Community Development District Summary of Probable Cost

Infrastructure (1)(9)	Phase 1 (2020‐2021)
Existing District 191 Lots (10)	Phase 2 (2021‐2022)
Existing District 490 Lots (11)	Astonia North (2021‐2024)
Expansion
332 LOTS (12)	
Total 1013 Lots (13)	
Offsite Improvements (5)(6)	$ 650,000.00	$ 1,650,000.00	*$ 200,000.00	$ 2,500,000.00	
Stormwater Management (2)(3)(5)(6)	$1,350,000.00	$ 3,450,000.00	$2,300,000.00	$ 7,100,000.00	
Utilities (Water, Sewer, & Street Lighting) (5)(6) (8)	$1,320,000.00	$ 3,380,000.00	$2,300,000.00	$ 7,000,000.00	
Roadway (4)(5)(6)	$ 790,000.00	$ 2,010,000.00	$1,370,000.00	$ 4,170,000.00	
Entry Feature (6)(7)	$ 310,000.00	$	790,000.00	$ 530,000.00	$ 1,630,000.00	
Parks and Recreational Facilities (1)(6)	$ 450,000.00	$ 1,150,000.00	*$ 720,000.00	$ 2,320,000.00	
Contingency	$ 210,000.00	$	590,000.00	$ 400,000.00	$ 1,200,000.00	
TOTAL	$5,080,000.00	$13,020,000.00	$7,820,000.00	$25,920,000.00	
Notes:
Infrastructure consists of offsite improvements, 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, lot finishing in conjunction with home construction, which will be provided by developer or homebuilder.
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 2021 cost.
Includes entry features, signage, hardscape, landscape, irrigation and fencing.
CDD will enter into a Lighting Agreement with Duke Energy for the street light poles and lighting service. Only undergrounding of wire in public right‐of‐way and on District land is included.
Estimates based on Master Infrastructure to support development of 1013 lots.
73 – 40 foot wide lots and 118 ‐ 50 foot wide lots
216 – 40 foot wide lots and 274 – 50 foot wide lots
139 – 40 foot wide lots and 193 ‐ 50 foot wide lots.
428 – 40 foot wide lots and 585 – 50 foot wide lots.

*Not Part of the Astonia North contract scope
Composite Exhibit 10 Astonia CDD
Community Development District Summary of Proposed District Facilities

District Infrastructure	Construction	Ownership	Capital Financing*	Operation and Maintenance	
Offsite Improvements	District	County	District Bonds	County	
Stormwater Facilities	District	District	District Bonds	District	
Lift Stations/Water/Sewer	District	Polk County	District Bonds	Polk County	
Street Lighting/Conduit	District	**District	District Bonds	**District	
Road Construction	District	District	District Bonds	District	
Entry Feature & 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.
** Street lighting/conduit shall be owned and maintained by the District or the District shall enter into a lease with Duke Energy.

LDRES-2020-33

73     72   71  70  69  68  67  66  65  64  63  62	61

WETLANDS "B" (0.031 AC.)

AMENITIES AREA (2.8± AC.)

WETLANDS "A" (0.085 AC.)

10
11
12
13

14
15
33
16
32	17
34	31	18

SITE BENCHMARK #6
SET NAIL BEHIND SIDEWALK
EL = 122.67'

WETLANDS "A" (0.708 AC.)

PROP. COMM.
9	(4.2 ACRES)
8	(MAX 70%
7	IMPERVIOUS)
6
5
4
3

SITE BENCHMARK #7
SET NAIL & DISK "LB 6846" IN SIDEWALK
EL = 125.64'

SITE BENCHMARK #8 SET NAIL
BEHIND SIDEWALK EL = 125.09'

SITE DATA:
NET PROJECT AREA:	159.93 ACRES TOTAL LOTS =	681 (100%) OR 4.3 DU/AC.

n

GRAPHIC SCALE

SCALE: 1 inch =200 ft.

COUNTY
Florida's Crossroads of Opportunity
Glenn Shiller 7/8/2020 7:51:17 AM

WETLANDS "G" (2.032 AC.)

74	  
        EUCALYPTUS WAY                  
30	19	2
51	35	29	20	1
50	36	28
40' LOTS = 289 (42%)

50' LOTS = 392 (58%)

SWM POND 60
75
78
76	79
77	80
81
82
83
101

100
99
98 
97
96
102

103
104
     105 106
107
WETLANDS "D"
(0.248 AC.)

WETLANDS "E"
37	21
49	38	27	22
48	39	26	23
47	40	25
46	41	24
45
42
44
43

513
512

514
515
516

PROP. COMM. (2.4 ACRES)
(MAX 70% IMPERVIOUS)

SITE BENCHMARK #9 SET NAIL
IN SIDEWALK EL = 122.68'

OPEN SPACE REQUIRED = 10% OF DEVELOPMENT = 159.93 AC x 0.10 = 15.99 AC PROVIDED OPEN SPACE SHOWN IN HATCHED AREAS	= 17.23 AC *

WETLANDS "H" (1.761 AC.)

84
85

        86

87

95	108
94	109

93	110
92	111
(1.353 AC.)
60
59

58
57
SWM POND 40	  

467
466
465
468
469
470
471
472
511
510
509
508
507
517
518
519
520

SITE BENCHMARK #10
SET NAIL IN SIDEWALK
WETLAND OPEN SPACE = 6.72 AC (39% OF OPEN SPACE REQUIRED)
UPLAND OPEN SPACE = 10.51 AC (61% OF OPEN SPACE REQUIRED)

*THE AMOUNT OF OPEN SPACE DEPICTED ILLUSTRATES THIS PROJECT EXCEEDS THE REQUIREMENT FOR OPEN SPACE. MORE OPEN SPACE EXISTS PER COUNTY CODE BUT

SWM POND 70
88

        89
91	112
113
114
56
55
54	  
53

356
430
431
432
464
463
462
473
474
475
476

506
505
EL = 123.61'

SITE BENCHMARK #11 SET NAIL & DISK "LB 6846"
IN SIDEWALK
IT IS NOT SHOWN FOR CLARITY OF THE DRAWING.
90

CASCADE DRIVE
AMENITIES AREA (1.8± AC.)
115
116
117
118

52

310

355
354
357
358
359
429
428
427
426

433
434
435
461
460
459

477
478
479
504

503

502
EL = 122.65'

             40.0'        

45.0'

10.0'

50.0' R/W

119
120
121
245 246 247 248 249 250 251 252 253 254

244 243 242 241 240 239 238 237 236 235 234

309
308
307

311
312
313
314
353
352
351
350
360
361
362
363
364

425

424

423
436
437
438
439
440
458

457

456

455
480

501

500

499

WETLANDS "J" (0.223 AC.)

* NOTES:

MINIMUM BUILDING
5.0' TYP
TYP
TYP
20.0' TYP
122	 	
 	BRISBANE PLACE	
123

SWM POND 80
306
305
315

316
349

348

365

366
422

421

441

454

498

497

521
SETBACK FOR A FRONT ENTRY GARAGE IS 20.0'.

·
124
125
126
127

222 223 224 225 226 227 228 229 230 231 232 233

221 220 219 218 217 216 215 214 213 212 211 210 209

275 276 277 278
304
303

302
301

317

318

319
347
346
345
344

367

368

369
420
419
418
417
442
443

444

445
453
452
451
450

496
495
494
493
522
523
524
525
CONTRACTOR TO PLANT 2 TREES PER LOT.

      5.0' TYP

10.0' TYP
128	                   	             		 	
300
320
343
370
416
446
449

492
526
129
130
 	EYRE LOOP	
EYRE LOOP

279
299
298
321
322
342
341
371
372
415
414

447

448

527
131

132

133

134
196  197  198  199  200  201 202  203 204 205 206 207 208

195  194  193  192  191 190  189 188  187 186 185 184 183
274 273 272 271 270

265 266 267 268 269

280
281
282
283

297
296
295
294

323
324
325
326

340
339
338
337

373
374
375

376

413
412
411

410

539

540

541
        BLOOM TERRACE	                         

538 537 536 535 534 533 532 531 530
528

529

135
136

DESERT ROSE DRIVE	DESERT ROSE DRIVE

*
284

285
293

292
327

328
336

335
377
378
409
408
542
543   

137
138
170 171 172 173 174 175 176 177 178 179 180 181 182
264 263 262 261 260

286

287

291

290

329

330

334

333

379

380

407

406

544

545
SWM POND 50

LITTLE ZION RD.
139

140
169 168 167 166 165 164 163 162 161 160 159 158 157
255 256 257 258 259

288

289

331

332
381 405
546
PROPOSED TYPICAL 40' WIDE LOTS

141

                                  CASCADE DRIVE                             	         

CASCADE DRIVE

                       CASCADE DRIVE 
382

383
404

403
547

548
WETLANDS "K" (1.745 AC.)
N.T.S.

142

143 144 145 146 147 148 149 150 151 152 153 154 155 156
392 391 390 389 388 387 386 385 384
401 400 399 398 397 396 395
402	549

 	                         	          LITTLE ZION RD.	                          		 	

                               LITTLE ZION RD.                                	

50.0'	55.0'

563 562 561 560 559 558 557 556 555 554 553 552 551 550
564

660 661 662 663 664 665

666

667

  5.0'     	  
TYP

10.0' TYP

' R/W TYP 20.0'
565

566
ORCHID DRIVE	  		 	LOTUS LOOP                 
668

669
PHASING NOTES:
* NOTES:

·
TYP
567

568
636 637 638 639 640 641 642 643 644 645 646 647 648
659 658 657 656 655 654

670
671
672
IF PHASED CONSTRUCTION CREATES A DEAD END ROAD GREATER THAN 150' FROM THE NEAREST CONSTRUCTED INTERSECTION, A TEMPORARY CUL-DE-SAC SHALL BE CONSTRUCTED. (SEE BELOW FOR TEMPORARY CUL-DE-SAC DETAIL/SECTION)
MINIMUM BUILDING SETBACK FOR A FRONT ENTRY GARAGE IS 20.0'.

CONTRACTOR TO PLANT
569
635 634 633 632 631 630 629 628 627 626 625 624
649 650 651  652 653	  
2 TREES PER LOT.
570	  

571

572

623

602

LOTUS LOOP	LOTUS LOOP

601

675
673

674
HOMES ON LOTS 44-51 ARE NOT TO BE CONSTRUCTED IN PHASE I. HOMES ON LOTS 44-51 WILL BE CONSTRUCTED IN PHASE II AND SERVED BY THE LIFT STATION CONSTRUCTED IN PHASE II.

5.0' TYP

10.0' TYP
573
622
603
600
681 680	  
679 678 677 676
THE NEXT MANHOLE OUTSIDE OF THE CONSTRUCTED PHASE SHALL BE BUILT,

574
575
576
577
578
579
580
621
620
619
618
617
616
615
604
605
606
607
608
609
610
599	  
598
597
596
595
594
593

AMENITIES AREA (2.0± AC.)
ACCESSIBLE, AND STUBBED OUT FOR FUTURE CONNECTION.

R 50'

CONNECT TO THE END OF PHASED CONSTRUCTED PAVEMENT
R 25'

Date: June 12, 2020

Project No.: 19-013
581

614 	611
592

TEMPORARY CUL-DE-SAC

Not Valid Without Engineer's Seal
        582
613
612	591
590

PLAN VIEW

No. 53168

583

584 585 586 587

588
589
1
2

NOTES:
PROPOSED TYPICAL 50' WIDE LOTS
N.T.S.

STATE OF
SWM POND 90/100

7" CRUSHED CONCRETE/LIMEROCK (LBR 100), COMPACTED 98% AASHTO T180 METHOD "D".
8" TYPE B STABILIZED SUB-BASE, LBR = 40 F.D.O.T. SPEC. 160, COMPACTED TO 98% AASHTO T-180.
SECTION VIEW
TEMPORARY CUL-DE-SAC & ACCESS ROAD DETAIL/SECTION
NTS
*FOR THE PURPOSE OFTHIS SUPPLEMENTAL ENGINEER'S REPORT, PHASE 2 AND 3 ARE IDENTIFIED AS PHASE 2 IN COMPOSITE EXHIBIT 9.

IMPROVEMENTS SHOWN WITHIN AMENITIES AREAS ARE FOR INFORMATION PURPOSES ONLY. THE SPECIFIC FEATURES, LOCATION, QUANTITY & DESIGN WILL BE PROVIDED UNDER SEPARATE COVER.

ALL ADA RAMPS AND SIDEWALKS IN COMMON AREAS (NOT IN FRONT OF LOTS) SHALL BE CONSTRUCTED AS A PART OF THIS PROJECT.

EXHIBIT 11 SITE PLAN

This item has been digitally signed and sealed by Bryan A. Hunter using a digital signature on the date indicated. Printed copies of this
document are not considered signed and sealed and the signature must be verified on any
electronic copies.

Bryan A. Hunter, P.E.	Date Reg. No. 53168
C.A. #8394	
C104

X	X':= - X
8

 x -	-		I
"'""·n",.''."".."..,,

""""""""'""."
   311.7		 	N89°30 00"E
---	L	11
ELEVATI
K 3-1
 		1 3  1 2     1	  
I
17	  
        	1 1
1
I	 	- =-----
I
I
X	I
I
157	 	

6

I
 	  	/
I
I
I I
I I
I I

231     232     233    23    235  23	23

I

2 7	2
f--._ 3
'---  7    'I

•
290

2 9

305

3
•

327

326

325
I
' I
; I I
X
I
X

X	\\
 	
"'----	
'--.._   27	/	287	-..       308
I	;   86	309 . 	
'---	3101
I	'---
..........	311
za3'---/ '---	'--- 319	/
WETLANDS "1-1"	I
(5.614   C.)

I
X	""

282'---
/	"--- 318  '-._	I
'--....313 _ .I......_	'--- 	I
I	"-"-
I	"-"­
I	"-"-
/
0	278
314
7/
317	J
/
316  '/	/ /
X
X	'\'\
X	I \
s	 		, /
2  76 277 /	'-._ 315 '-._
0

-'-"·'"-·"
-
ii1

-"

•

- x	X	X

 	

T, 500	 	

        	0

    j

'	"	468.	          	

\	)
l

/	I
/
·"'"

SITE DATA:
NET PROJECT AREA: TOTA L

S89

± ACRES
"' ·"·  "'	C

/
/
/
- · - - I T
      	I
gl  j	o	-

o.O'R/W
>T-~Y,-t-   f-     -++--  TY,  --+   f-     7--1	/
/,	-
1//
/

* NOTES:
MINIMUM BUILDING
SETBACK FOR A FRONT
;	11
I	I	2 I O'
I	I	TYP
I	I
I
I	:..J
/
N

/'/////////////	
ENTRY GARAGE IS .O'. .
u	5,750  S.F.      I	,325  S.F.    t_;	/

UILDING CONTRACTOR

:E 1 -£
0
MIN. LOT
I
MIN. LOT _g
1i	/
T O PLANT 2 TREES PER
LOT.
I	I	I
I	I	I
GRAPHIC SCALE
7	150
,oo	/
I	I	I
. 5 . 0
10. •	/
I    IL      ..
I•     11	TYP	yp
L1 	/

ACE EXI STS PER COUNTY CODE BUT I IS NOT

SC ALE: I inch 150 ft.
iii  "
/	p::

---	

I_ 		I
I
I
 	 /	/ /
\
X

X	-	3-
/
X	/
/
/
/	:,;
/
/
/
/
/
..c
z
=====5;':C:O:N:,,:R:E::T,E:
D:E:W:A:L;K	===  :::=::::::C/	1/
/
I
r	- -	;;;	X
/;;

"z0
ran	 	
i
0"
6
N
/
- - - - - - - - -

PROPOSED TYPICAL 50' WIDE	TS
N.T.S.

ES, LOCA	GN WILL B
-- --§
I
I
I

'
KEYMAP
N.T.5.

X
I
X

)  [{-m:  ,
I
X

I
X

CK FOR A FRONT
ENT Y GARAGE IS 20.

BUil ING C NTRACTOR

  

I
 	 	I
_ 	J
/

\\	H
-    x-	x
x-	x -

 		 	 	I
E -••(
'-.,	,(' ·•.
* "	*
za	1/	I

STATE OF

.••' ,.,_,
••	OFFSITE GL RE.
S   T	IXTURES TO PREVENT
 		/	,(' .
,_,_,
. ..•<0.,•.s.
I	le
'	4,
0
0
§
0

ROJECT AREA =
85.41 AC	PABL

AC. - 21.29 AC

L BE PLANT D R PRESERVED:
E  OPABLE AREA = 		C=
N SPACE PER NIT IS REQUIRED.
80 SF x 332 UNI S = 126,16 SF (2.90 AC) OF REQUIRE PARK-AND-RECREAT ON SPACE.
139 ,89 SF (3.21 AC) OF PARK-AND-RECREATION SPACE IS PROVIDED.
5' CONCRETE SIDEWALK	/

/
- - - - - - - - ---- -
Thi,  tern has been d1B•tal        n	,
r	Hun   u,inga digrtal signature on the d  indicate-0,  P,;nied ,:opie  r this document a e not considered signed and sea ed and the signature must IH! ver f • o a y electron;ccop;e .
ARE PROVIDE VI TREE PLANTINGS PER LOT. (SEE TYPICAL LOT DETAILS)
19 TREES WILL BE ACCOUNTED FOR N THE PRESERVED TREES THAT EXIST IN THE WETLAND
SEE HATCH N KEP MAP FOR RECREATION AREA -

Btu n A Hunter. P. E.
Reg. N.,. ';.1108

tc
0	PRESERVATION AREAS TO BRING THE TOTAL AM UN OF PROPOSED TREES TO 683.
x
C.i\. # .194	

EXHIBIT 11A - SITE PLAN

SECTION VII

AMENDED AND RESTATED MASTER ASSESSMENT METHODOLOGY

FOR

ASTONIA
COMMUNITY DEVELOPMENT DISTRICT

Date: April 14, 2021

Prepared by

Governmental Management Services - Central Florida, LLC 219 East Livingston St.
Orlando, FL 32801
Table of Contents
Introduction	3
Purpose	3
Background	4
Special Benefits and General Benefits	5
Requirements of a Valid Assessment Methodology	5
Special Benefits Exceed the Costs Allocated	6
2.0 Assessment Methodology	6
2.1  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
3.0 True-Up Mechanism	8
4.0 Assessment Roll	9
5.0 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 Astonia 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 Astonia Community Development District with financial
advisory services or offer investment advice in any form.
Introduction

The Astonia 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 $23,500,000 of tax exempt bonds in one or more series (the "Bonds") for the purpose of financing certain infrastructure improvements ("Capital Improvement Plan" or "CIP") within the District more specifically described in the First Amendment to the Master Engineer's Report dated February 3, 2020 prepared by Wood & Associates Engineering, LLC, and dated February 17, 2021 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 Capital Improvement Plan ("Capital Improvements") that benefit property within the District.

Purpose

The Board of Supervisors ("Board") of the District previously approved the Master Assessment Methodology, dated February 13, 2020 (the "Master Report"). The Master Report established an assessment methodology the District Followed to allocate debt assessments to properties within the District benefitting from the District's CIP. Such assessments secure repayment of the Bonds. The District also previously adopted as a supplement to the Master Report, at the time of the issuance of the District's $3,830,000 Capital Improvement Revenue Bonds, Series 2020 ("Series 2020 Bonds"), Supplemental Assessment Methodology report dated September 3, 2020 ("Series 2020 Supplemental Report"). The Series 2020 Supplemental Report applied the methodology to the details of the Series 2020 Bonds to allocate debt assessments ("Series 2020 Assessments") to properties within the District to secure the repayment of the Series 2020 Bonds.

The methodology established by the Master Report allocated debt assessments to planned future units of residential product types. Since adoption of the Master Report, there have been expansions to add new parcels within the District, such that not all of the assumed planned lots found in the Master Report represent the development planned for the District and so must be revised. Specifically, the revised development plan revises the unit mix to include additional 332 lots in Astonia North, as indicated in the Engineers Report in Composite Exhibit 9.

This Amended and Restated Master Assessment Report amends and restates the original approved Master Report (collectively, the "Assessment Report") and provides for an updated assessment methodology that reflects changes in the future development plan, including the new Phase 4 lots. The revised development plan increases the total ERUs (hereinafter defined) planned for the District, thereby reducing the maximum assessment levels of all of the product types. The Series 2020 Assessments are not anticipated to be allocated to any of

3
the new product types; however, the maximum principal for the Series 2020 Assessments will be reduced to the levels provided herein.

This Assessment Report continues to allocate the debt to properties based on the special benefits each receives from the Capital Improvement Plan. 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 Improvement Plan. It is anticipated that the District will issue multiple series of Bonds to fund all or a portion of the Capital Improvement Plan. 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 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 267.15 acres in Polk County, Florida. The revised development program for the District currently envisions approximately 1,013 residential units. The proposed development program is depicted in Table 1. It is recognized that such land use plan may change, and this Assessment Report will be modified or supplemented accordingly.

The 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 recreational facilities. The acquisition and construction costs are summarized in Table 2.

The assessment methodology is a four-step process.

The District Engineer must first determine tl1e public infrastructure improvements that may be provided by the District and the costs to implement the Capital Improvement Plan.
The District Engineer determines the assessable acres that benefit from the District's Capital Improvement Plan.

4
A calculation is made to determine the funding amounts necessary to acquire and/ or construct the Capital Improvement Plan.
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 of platted units.

Special Benefits and General Benefits

Improvements undertaken by the District create special and peculiar benefits to the property, different in kind and degree than general benefits, 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 by law.

There is no doubt that the general public and property owners outside of the District will benefit from the provision of the Capital Improvement Plan. However, these benefits 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 Improvement Plan. The property owners within the District are therefore receiving special benefits not received by those outside the District's boundaries.

Requirements of a Valid Assessment Methodology

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

The properties must receive a special benefit from the improvements being paid for.
The assessments must be fairly and reasonably allocated 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.

5
Special Benefits Exceed the Costs Allocated

The special benefits provided to the property owners within the District will be 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 $25,920,000. The District's Underwriter projects that financing costs required to fund a portion of 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
$23,500,000. 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.

Assessment Methodology

Overview

The District anticipates issuing approximately $23,500,000 in Bonds in one or more series to fund a portion of 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 $23,500,000 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 as identified by the developer within the District. The District has commissioned an Engineer's Report that includes estimated construction costs for the Capital Improvement Plan needed to support the development, which construction costs are outlined in Table 2. The improvements needed to support the development are described in detail in the Engineer's Report and are estimated to cost
$25,920,000. 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 Improvement Plan and related costs was determined by the District's Underwriter to total approximately $23,500,000. 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 Improvement Plan funded by District bonds benefits all acres equally 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 equally from the improvements.

6
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 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 platted units 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 recreational facilities and professional fees along with related incidental costs. There are two product types within the planned development. The single family 50' home has been set as the base unit and has been assigned one equivalent residential unit ("ERU"), with singe family 40' being set at .8 ERU. Table 4 shows the allocation of benefit to the particular land uses. It is important to note that the benefit derived from the improvements on the particular units exceeds the cost that the units 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 Improvement Plan 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 recreation facilities. These improvements accrue in differing amounts and are somewhat dependent on the type of land use receiving the special benefits peculiar to those properties, which flow from the logical relationship of the improvements to the 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 improvements in fact actually provided.

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

7

the added use of the property,
added enjoyment of the property, and
the probability of 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 non-ad valorem special assessment levied for the improvement or the debt 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 Engineer's Report 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 land use categories.

Accordingly, no acre or parcel of property within the boundaries of the District will have a lien for the payment of any non-ad valorem 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 units are built and sold as planned, and the entire proposed Capital Improvement Plan is constructed.

3.0	True Up Mechanism

Although the District does not process plats, declaration of condominiums, site plans or revisions thereto for the developer, 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 processed, 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

8
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 assessment revenue that remains on the Unassigned Properties, taking into account the full development plan of the District. If the total anticipated 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 liens across the property within the District boundaries on a gross acreage basis. As Assigned Properties becomes 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 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 neither fixed nor are they determinable 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.

9

Phase 1	Phase 2- Phase 2 Astonia North - North	Total Assessible
Land Use	Assessment Area	Assessment  Area   Parcel Assessment Area	Units	ERUs per Unit(1)	Total ERUs
Single Family - 41	73	216	139	428	0.80	342
Single Family - 5!	118	274	193	585	1.00	585
Total Units	191	490	332	1,013	927
Benefit is allocated on an ERU basis; based on density of planned development, with Si ngle Family 50' = 1 ERU
* Unit mix is subject to change based on marketing and other factors
0

Prepared by: Governmental Management Services - Central Florida, LLC

TABLE 2
ASTONIA COMMUNITY DEVELOPMENT DISTRICT CAPITAL IMPROVEMENT PLAN COST ESTIMATES
AMENDED AND RESTATED MASTER ASSESSMENT METHODOLOGY		
		
Capital Improvement Plan ("CIP") (1)	Cost Estimate	

Offsite Improvements	$	2,500,000	
Stormwater Management	$	7,100,000	
Utilities (Water, Sewer, & Street Lighting)	$	7,000,000	
Roadway	$	4,170,000	
Entry Feature	$	1,630,000	
Parks and Recreation	$	2,320,000	
Contingencies	$	1,200,000	

 	$	25,920,000 
....,.
....,.

A detailed description of these improvements is provided in the Engineer's Report dated February 17, 2021.

Prepared by: Governmental Management Services - Central Florida, LLC

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

Par Amount*
Total
$	18,100,000
$	1,707,249
$	2,820,000
$	470,000
$	220,000
$	182,751

$	23,500,000

Bond Assumptions:
N

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

Prepared by: Governmental Management Services - Central Florida, LLC

Land Use	No. of Units *	
ERU Factor	
Total ERUs	% of Total
ERUs	Total Improvements
    Costs Per Product Type 	Improvement Costs Per Unit			
	
Single Family - 40'	
428	
0.8	
342	
36.92%	$	9,569,774	$	22,359	
	Single Family - 50'	585	1.00	585	63.08%	$	16,350,226	$	27,949	
	Totals	1,013		927	100.00%	$	25,920,000		

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

<,.)

Prepared by: Governmental Management Services - Central Florida, LLC

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

Single Family - 40'	428	$	9,569,774	$	8,676,299	$	20,272	
Single Family- 50'	585	$	16,350,226	$	14,823,701	$	25,340	

Totals	1,013	$	25,920,000	$	23,500,000

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

-1:>

Prepared by: Governmental Management Services - Central Florida, LLC

	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*	Type	Unit	Service	Per Unit	Per Unit (1)	

Single Family - 40'	428	$	8,676,299	$	20,272	$	630,324	$	1,473	$	1,584
Single Family - 50'	585	$	14,823,701    $	25,340	s	1,076,925	s	1,841   $	1,979

Totals	1,013	$	23,500,000	$	1,707,249

(1) This amount includes estimated 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

(11

Prepared by: Governmental Management Services - Central Florida, LLC

Owner	

Property ID #'s*	Acres	Total Par Debt All ocat i on Per
Acre	
Total Par Debt Allocated	Net Annual Debt Assessm ent
Allocation	Gross Annual Debt Assessment
Allocation (1)		

Ernie Caldwell Properties LLC	
27-26-22-000000-033010	
23.88	
$	87,966	
$	2,100,618	
$	152,608	
$	164,094	
Ernie Caldwell Properties LLC	27-26-22-000000-031050	24.49	$	87,966	$	2,154,277	$	156,506	$	168,286	
Ernie Caldwell Properties LLC	27-26-22-000000-034010	39.86	$	87,966	$	3,506,307	$	254,729	$	273,903	
Ernie Caldwell Properties LLC	27-26-22-000000-032010	36.66	$	87,966	$	3,224,818	$	234,279	$	251,913	
Ernie Caldwell Properties LLC	27-26-22-000000-043010	29.97	$	87,966	$	2,636,328	$	191,526	$	205,942	
Standard Sand and Silica Co	27-26-15-000000-043010**	27.13	$	87,966	$	2,386,506	$	173,377	$	186,427	
Standard Sand and Silica Co	27-26-15-000000-041000	39.01	$	87,966	$	3,431,537	$	249,297	$	268,062	
Standard Sand and Silica Co	27-26-15-000000-023000	39.56	$	87,966	$	3,479,918	$	252,812	$	271,841	
Standa rd Sand and Silica Co	27-26-15-000000-042010	6.59	$	87,966	$	579,693	$	42,114	$	45,284	

O'l

Totals	 267.15	$	23,500,000	$	1,707,249	$	1,835,752

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

* - See Metes and Bounds, attached as Exhibit A
** - Only a portion of this parcel in COD Boundaries

Prepared by: Governmental Management Services - Central Florida, LLC

EXPANSION PARCELS LEGAL DESCRIPTION

A PARCEL OF LAND LOCATED IN SECTION 15 , TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA,BEING A PORTION OF THE LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 1346, PAGE 771, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF SW 1/4 OF SAID SECTION 15; THENCE WITH THE NORTH LINE OF SW 1/4 OF SAID SECTION 15, N89"30'30"E, A DISTANCE OF 516.39 FEET TO THE POlNT OF BEGINNING;
THENCE CONTINUE WITH THE NORTH LINE OF SW 1/4 OF SAID SECTION 15, N89°30'30"E, A DISTANCE OF 1291.38 FEET TO THE SOUTHERLY MAINTAINED RIGHT-OF-WAY LINE OF BOWEN ROAD (PER MAP SOOK 3, PAGES 60-68); THENCE LEAVING SAID NORTH llNE OF SW 1/4 OF SAID SECTlON 15, RUN WITH SAID SOUTHERLY MAINTAIN.ED RIGHT-OF-WAY LINE THE FOLLOWING TWENTY (20} COURSES: (1) NS9"42'11"E, A DISTANCE Of .21 .42 FEET; (2} S82"16'47"E, A DISTANCE OF 54.70
FEET; {3)  N87"32'02"E,  A DISTANCE  OF 1.00.04  FEET; (4)   N89°49'31"E, A DISTANCE  OF 100 .01  FEET; (5) N89°15'08"E,  A
DISTANCE Of 100.00 FEET; (6) N88°06'24"E, A DISTANCE OF 100.02 FEET; (7) S89°36'07"E, A DISTANCE OF 52.28 FEET; (8) s00•19•33•w, A DISTANCE OF 11.91 FEET; {9) N88°13'01"E, A DISTANCE OF 53.31 FEET; {10} N89"50'01"E, A D¾STANCE OF 234.97 FEET; (11) N89"38'12"E, A DISTANCE OF 111.35 FEET; {12} N89°35'06"E, A DISTANCE OF 194.59 FEET; (13) N89"21'51"E, A DISTANCE OF 197.92 FEH; {14) N89°11'50"E, A DISTANCE OF 95.71FEET; (15) N89°25'14"E, A DISTANCE OF 276.53 FEET; (16) S89"54'44"E, A DISTANCE OF 105.69 FEET; {17) N88"22'31"E , A DISTANCE OF 178.41 FEET; {18) N89°04'43"E, A DISTANCE OF 49. 78 FEET; {19) N89"12'03"E, A DISTANCE OF 103.74 FEET; (20) S88°47'42"E, A DISTANCE OF
0.99 FEET TO THE EAST UNE OF THE NW 1/4 OF THE SE 1/4 Of SAID SECTION 15; THENCE S00"16 ' 24''E ALONG SAID EAST LINE, A DISTANCE OF 1315.97 FEET TO THE SOUTHEAST CORNER OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 15; THENCE S89"34'34''W ALONG THE SOUTH LINE OF THE NW 1/4 OF THE SE 1/4 OF SAlO SECTION 15, A DISTANCE OF 1314.94 FEET TO THE SOUTHWEST CORNER OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 15; THENCE S00°14'11"E ALONG THE WEST LINE OF THE SW 1/4 OF THE SE 1/4, A DISTANCE OF 851 .21 FEET; THENCE LEAVING SAID WEST LINE, S89"48'35"W, A DISTANCE OF 127.79 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF ERNIE CALDWELL BOULEVARD
{VARIABLE-WIDTH RIGHT OF WAY PER OFFICIAL RECORDS BOOK 9308, PAGE 2093, PUBLIC RECORDS OF POLK COUNTY, FLORIDA); THENCE WITH SAID NORTHERLY RIGHT-Of-WAY UNE THE FOLLOWING TWELVE (12) COURSES, (1) NORTHWESTERLY WITH THE ARC OF A NON-TANGENTCURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 11.15.00 FEET, A CENTRAL ANGLE OF 21°57'59'' ANO A CHORD BEARING AND DISTANCE OF N19 05'13"W, 424.86 FEET) fOR AN ARC DISTANCE OF 427.47 FEET TO A POINT OF NON-TANGENCY; {2} S59'"55'48"W, A DISTANCE OF 5.00 FEET TO A TO A POINT OF NON-TANGENCY; {3) NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE LEH (SAID CURVE HAVING A RADIUS OF 1110.00 FEET, A CENTRAL ANGLE OF 20"03'13" AND A CHORD BEARING AND DISTANCE OF N40°05'48"W,
386.52 FEET) FOR AN ARC DISTANCE OF 388.50 FEET TO A POINT Of  NON-TANGENCY; {4) S39°52'36"W, A DISTANCE OF
20.00 FEET TO A TO A POINT OF NON-TANGENCY; (5) NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE LEFT {SAID CURVE HAVING A RADIUS OF 1090.00 FEET, A CENTRAL ANGLE OF 17°11'19" ANO A CHORD BEARING AND DISTANCE OF N58"43'04"W, 325.77 FEET) FOR AN ARC DISTANCE OF 3.27.00 FEET TO A POINT Of NON-TANGENCY; (6) N22 41'17"E, A DISTANCE OF 10.00 FEET TO A TO A POINT OF NON-TANGENCY; {7) NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE LEFT {SAID CURVE HAVING A RADIUS OF 1100.00 FEET, A CENTRAL ANGLE OF 22"59'56" ANO A CHORD BEARING AND DISTANCE OF N78"48'42"W, 438.59 FEET) FOR AN ARC DISTANCE OF 441.55 FEET TO A POINT OF TANGENCY; (8) S89"41' 20"W, A DISTANCE Of 68.60 FEET; (9} S00°18'40"E, A DISTANCE OF 10 .00 FEET; (10) S89°41'20 ''W, A DISTANCE OF 480.00 FEET; (11) N00°18'40°W , A DISTANCE OF 10.00 FEET; (12) S89°41'20"W, A DISTANCE OF 298.97 FEET; THENCE LEAVING SAID NORTHERLY RIGHT-OF-WAY LINE, N 00°19'00"W, A DISTANCE OF 351.40 FEET TO A POINT OF NON-TANGENCY; THENCE NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF 150.00 FEET, A CENTRAL ANGLE OF 33°33'26" AND A CHORD BEARING AND DISTANCE OF
N17"05'23"W, S6.60 FEET) FOR AN ARC DISTANCE OF 87.85 FEET TO A POINT OF TANGENCY; THENCE N00°19'00"W, A -
DISTANCE OF 786.18 FEET TO THE POINT OF BEGINNING.
CONTAINING 4,670,473 SQUARE FEET 107.219 ACRES) OF LAND, MORE OR LESS.
-
WoOOD
EXHIBIT 3

:       --	:   "'   •.•        ._J_          r .     .._.    .F   l ::_
-  .       .,	.r. ..,.,. t	- - --
ASTONIA CDD

1.925 BARTOW ROAD • l il lCEl,Al\lO, FL 33801
OFFICE: (863) 940·2()4' • FAX:{861 ) 940-2044 • CELI.: (863) €62-llOlS
EMAll: lNFO@WOODCM L.COM	PAGE 1 OF 1

AMENDED DISTRICT LEGAL DESCRIPTION

BEGIN AT THE NW CORNER OF THE NE 1/4 OF THE NW 1/4 OF SECTION 22, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA; THENCE RUN N89°38'14"E ALONG THE NORTH LINE OF SAID SECTION 22 A DISTANCE OF 708.93 FEET; THENCE S02°00'48"E A DISTANCE OF 31.96 FEET TO A CURVE TURNING TO THE LEFT WITH A DELTA  ANGLE  OF 28°43'45", WITH A RADIUS OF 1385.00 FEET, WITH A CHORD BEARING OF Sl6°22'40"E, WITH A  CHORD  LENGTH  OF  687.21  FEET; THENCE RUN ALONG SAID CURVE AN ARC LENGTH OF 694.46 FEET; THENCE N57°11'19"E A DISTANCE OF 285.23 FEET TO A POINT ON THE WEST RIGHT OF WAY OF ERNIE CALDWELL BOULEVARD, SAID POINT ALSO BEING ON A CURVE TURNING TO THE LEFT WITH A DELTA ANGLE OF 05°12'38", WITH A RADIUS OF 1100.00 FEET, WITH A CHORD BEARING  OF S32°48'41"E, WITH A CHORD LENGTH OF 100.00 FEET; THENCE RUN ALONG SAID CURVE AN ARC LENGTH OF 100.03 FEET; THENCE LEAVING SAID RIGHT OF WAY RUN S57°11'19"W A DISTANCE OF 285 .23 FEET TO A CURVE TURNING TO THE LEFT WITH A DELTA ANGLE OF 21°30'05", WITH A RADIUS OF 1385.00 FEET, WITH A CHORD BEARING OF S45°37'51"E, WITH A CHORD LENGTH OF 516.70 FEET; THENCE RUN ALONG SAID CURVE AN ARC LENGTH OF 519 .75 FEET; THENCE S00°34'03"E A DISTANCE OF 1126.63 FEET TO THE NORTH MAINTAINED RIGHT OF WAY OF LITTLE ZION ROAD; THENCE RUN ALONG SAID NORTH RIGHT OF WAY THE FOLLOWING  29  COURSES;  1)  N86°53'43"W  A DISTANCE  OF 12.69 FEET;  2)THENCE N87°23'02"W A  DISTANCE  OF  65.40 FEET; 3)THENCE  S87°44'53"W  A  DISTANCE  OF 34.73  FEET; 4)THENCE  S82°19'26"W  A  DISTANCE OF
41.07 FEET; 5)THENCE S73°10'25"W A DISTANCE OF 16.81 FEET; 6)THENCE S70°46'24"W A DISTANCE OF 24.09 FEET; 7)THENCE S70°28'57"W A DISTANCE OF 16.64 FEET; 8)THENCE S61°58'48"W A DISTANCE OF 36.62 FEET; 9)THENCE S57°16'53"W A DISTANCE OF 63.50 FEET; lO)THENCE S46°20'51"W A DISTANCE OF 35 .85 FEET; ll)THENCE S35°40'32"W A DISTANCE OF 14.37 FEET; 12)THENCE S35°36'06"W  A DISTANCE OF 15.07 FEET; 13)THENCE S29°16'16"W A DISTANCE OF
33.67 FEET; 14)THENCE S28°02'33"W A DISTANCE OF 100.08 FEET; 15)THENCE S29°35'32"W A DISTANCE OF 41.20 FEET; 16)THENCE S37°51'45"W A DISTANCE OF 60.25 FEET; 17)THENCE S48°18'53"W A DISTANCE OF 16.90 FEET; 18)THENCE S56°17'21"W A DISTANCE OF 18.08 FEET; 19)THENCE S62°22'59"W A DISTANCE OF 10.29 FEET; 20)THENCE S89°37'17"W A DISTANCE OF 165.14 FEET; 21)THENCE S00°24'07"E A DISTANCE OF 17.27 FEET; 22)THENCE S89°49'44"W A DISTANCE OF
51.17 FEET; 23)THENCE S89°15'22"W A DISTANCE OF 100.01 FEET; 24)THENCE S89°42'52"W A DISTANCE OF 100.00 FEET; 25)THENCE S89°25'40"W A DISTANCE OF 100.00 FEET; 26)THENCE S89°18'48"W A DISTANCE OF 100.00 FEET; 27)THENCE S89°35'59"W A DISTANCE OF 100.00 FEET; 28)THENCE S89°42'52"W A DISTANCE OF 100.00 FEET; 29)THENCE S89°35'59"W A DISTANCE OF 11.74 FEET; THENCE LEAVING SAID NORTH RIGHT OF WAY RUN S00°31'51"E A DISTANCE OF 672.83 FEET; THENCE S89°33'56"W A DISTANCE OF 663 .12 FEET; THENCE S00°30'40"E A DISTANCE OF 661.24 FEET TO THE SOUTH LINE OF THE NW  1/4  OF THE SW 1/4  OF SAID SECTION  22;  THENCE  S89°31'59"W  ALONG SAID SOUTH LINE A DISTANCE OF
FEET TO THE WEST LINE OF SAID SECTION 22; THENCE RUN ALONG SAID WEST LINE THE FOLLOWING 3 COURSES; 1) N00°29'28"W A DISTANCE OF 1323.24 FEET; 2) THENCE N00°09'33"W A DISTANCE OF 1322.55 FEET; 3) THENCE N00°09'33"W A DISTANCE OF 792.10 FEET TO THE NORTH LINE OF THE SOUTH 24 ACRES OF THE NW 1/4 OF THE NW 1/4 OF SAID SECTION 22; THENCE N89°37'27"E ALONG SAID NORTH LINE A DISTANCE OF 1318.54 FEET TO THE WEST LINE OF THE NE 1/4 OF THE NW 1/4 OF SAID SECTION 22; THENCE N00°20'51"W ALONG SAID WEST LINE A DISTANCE OF 529.36 FEET RETURNING TO THE POINT OF BEGINNING, LESS MAINTAINED RIGHT OF WAY FOR LITTLE ZION ROAD.

AND

A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, BEING A PORTION OF THE LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 1346, PAGE 771, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF SW 1/4 OF SAID SECTION 15; THENCE WITH THE NORTH LINE OF SW 1/4 OF SAID SECTION 15, N89°30'30"E, A DISTANCE OF 516.39 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE WITH THE NORTH LINE OF SW 1/4 OF SAID SECTION 15, N89"30'30"E, A DISTANCE OF 1291.38 FEET TO THE SOUTHERLY MAINTAINED RIGHT-OF-WAY  LINE OF BOWEN ROAD (PER MAP  BOOK  3,  PAGES 60-68); THENCE  LEAVING SAID NORTH LINE OF SW 1/4 OF SAID SECTION 15, RUN WITH SAID SOUTHERLY MAINTAINED RIGHT-OF-WAY LINE THE FOLLOWING TWENTY (20) COURSES:
-
t2f;{j?L., \ A IOO D
c/ '21Z! V Vo	AMENDED
EXHIBIT 4
DISTRICT LEGAL DESCRIPTION
(,_,_.s- 7:--::::::,_,
Q, AS SO CI ATES

i  \ 	.....	r::.	.
- --·-·--- --· -·-·- ·/	.	L.
ri. ng,  '1•L•   C.,,,
ASTONIA COD

1925 BARTOW ROAD	LAKELAND, FL 33801
OFFICE: (863) 940-2040	FAX: (863) 940-2044	CELL: (863) 662-0018
EMAIL: !NFO@WOODO VIL.COM	18	PAGE 1 OF 2

AMENDED DISTRICT LEGAL DESCRIPTION

N89"42'll"E, A DISTANCE OF 21.42 FEET; (2) S82"16'47"E, A DISTANCE OF 54.70 FEET; (3) N87°32'02"E, A DISTANCE OF 100.04 FEET; (4) N89"49'31"E, A DISTANCE OF 100.01 FEET; (5) N89°15'08"E, A DISTANCE OF 100.00 FEET; (6) N88°06'24"E, A DISTANCE OF 100.02 FEET; (7) S89°36'07"E, A DISTANCE OF 52.28 FEET; (8) S00°19'33"W, A DISTANCE OF 11.91 FEET; (9) N88"13'01"E, A DISTANCE OF 53.31 FEET; (10) N89°50'01"E, A DISTANCE OF 234.97 FEET; (11) N89°38'12"E, A DISTANCE OF 111.35 FEET; (12) N89"35'06"E, A DISTANCE OF 194.59 FEET; (13) N89°21'51"E; A DISTANCE OF 197.92 FEET; (14) N89"11'50"E, A DISTANCE OF 95.71 FEET; (15) N89"25'14"E, A DISTANCE OF 276.53 FEET; (16) S89"54'44"E, A DISTANCE OF 105.69 FEET; (17) N88°22'3l"E, A DISTANCE OF 178.41 FEET; (18) N89°04'43"E, A DISTANCE OF 49.78 FEET; (19) N89"12'03"E, A DISTANCE OF 103.74 FEET; (20) S88°47'42"E, A DISTANCE OF 0.99 FEET TO THE EAST LINE OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 15; THENCE S00"16'24"E ALONG SAID EAST LINE, A DISTANCE OF 1315.97 FEET TO THE SOUTHEAST CORNER OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 15; THENCE S89°34'34"W ALONG THE SOUTH LINE OF THE NW 1/4 OF THE SE 1/4  OF SAID SECTION 15, A DISTANCE OF 1314.94 FEET TO THE SOUTHWEST CORNER OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 15; THENCE S00°14'11"E ALONG THE WEST LINE OF THE SW 1/4 OF THE SE 1/4, A DISTANCE OF 851.21 FEET; THENCE LEAVING SAID WEST LINE, 589"48'35"W, A DISTANCE OF 127.79 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF ERNIE CALDWELL BOULEVARD (VARIABLE-WIDTH RIGHT OF WAY PER OFFICIAL RECORDS BOOK 9308, PAGE 2093, PUBLIC RECORDS OF POLK COUNTY, FLORIDA); THENCE WITH SAID NORTHERLY RIGHT-OF-WAY LINE THE FOLLOWING TWELVE (12) COURSES, (1) NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 1115.00 FEET, A CENTRAL ANGLE OF 21 "57'59" AND A CHORD BEARING AND DISTANCE OF N19"05'13"W, 424.86 FEET) FOR AN ARC DISTANCE OF 427.47 FEET TO A POINT OF NON-TANGENCY; (2) SS9"55'48"W, A DISTANCE OF 5.00 FEET TO A TO A POINT OF NON-TANGENCY; (3) NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 1110.00 FEET, A CENTRAL ANGLE OF 20"03'13" AND A CHORD BEARING AND DISTANCE OF N40"05'48"W, 386.52 FEET) FOR AN ARC DISTANCE OF
388.50  FEET  TO  A  POINT  OF  NON-TANGENCY;  (4)  S39°52'36"W,  A DISTANCE  OF  20.00  FEET TO  A  TO  A POINT OF
NON-TANGENCY; (5) NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS  OF 1090.00 FEET, A CENTRAL  ANGLE OF 17"11'19"  AND A CHORD  BEARING  AND DISTANCE  OF N58"43'04"W,
325.77 FEET) FOR AN ARC DISTANCE OF 327.00 FEET TO A POINT OF NON-TANGENCY; (6) N22°41'17"E, A DISTANCE OF
10.00 FEET TO A TO A POINT OF NON-TANGENCY; (7) NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 1100.00 FEET, A CENTRAL ANGLE OF 22°59'56" AND A CHORD BEARING AND DISTANCE OF N78"48'42"W, 438.59 FEET) FOR AN ARC DISTANCE OF 441.55 FEET TO A POINT OF TANGENCY; (8) S89"41'20"W, A DISTANCE OF 68.60 FEET; (9) S00°18'40"E, A DISTANCE OF 10.00 FEET; (10) S89"41'20"W, A DISTANCE OF
480.00 FEET; (11) N00°18'40"W, A DISTANCE OF 10.00 FEET; (12) S89"41'20"W, A DISTANCE OF 298.97 FEET; THENCE LEAVING SAID NORTHERLY RIGHT-OF-WAY LINE, N00"19'00"W, A DISTANCE OF 351.40 FEET TO A POINT OF NON-TANGENCY; THENCE NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF 150.00 FEET, A CENTRAL ANGLE OF 33"33'26" AND A CHORD BEARING AND DISTANCE OF N17"05'23"W, 86.60 FEET) FOR AN ARC DISTANCE OF 87.85 FEET TO A POINT OF TANGENCY; THENCE N00°19'00"W, A DISTANCE OF 786.18 FEET TO THE POINT OF BEGINNING.

AMENDED DISTRICT CONTAINS APPROXIMATELY 267.15 ACRES MORE OR LESS.

-	-
-	-
EXHIBIT  4
AMENDED DISTRICT LEGAL DESCRIPTION ASTONIA  COD

1925 BARTOW ROAD	LAKELAND, FL 33801
OFFICE: (863) 940 -2 040	FAX: (863) 940-2044	CELL: (863) 662-0018 EMAIL: !NFO@WOODOVILCOM

19	PAGE 2 OF 2

SECTION VIII
RESOLUTION 2021-04

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE ASTONIA COMMUNITY DEVELOPMENT DISTRICT ADOPTING AND CONFIRMING THE ASSESSMENT REPORT; ADOPTING AND CONFIRMING THE ENGINEER’S REPORT; DECLARING SPECIAL ASSESSMENTS; INDICATING THE LOCATION, NATURE AND ESTIMATED COST OF THOSE INFRASTRUCTURE IMPROVEMENTS WHOSE COST IS TO BE DEFRAYED BY THE SPECIAL ASSESSMENTS; PROVIDING THE MANNER IN WHICH SUCH SPECIAL ASSESSMENTS SHALL BE MADE; PROVIDING WHEN SUCH SPECIAL ASSESSMENTS SHALL BE PAID; DESIGNATING LANDS UPON WHICH THE SPECIAL ASSESSMENTS SHALL BE LEVIED; PROVIDING FOR AN ASSESSMENT PLAT; ADOPTING A PRELIMINARY ASSESSMENT ROLL; PROVIDING FOR PUBLICATION OF THIS RESOLUTION.

WHEREAS, the Board of Supervisors (the “Board”) of the Astonia Community Development District (the “District”) previously determined to undertake, install, plan, establish, construct or reconstruct, enlarge or extend, equip, acquire, operate and/or maintain certain infrastructure improvements within and without the boundary of the District (the “Improvements”), and evidenced its intent to defray the cost of such Improvements through the levy and collection of assessments against property within the District benefitted by such improvements, pursuant to Resolution Nos. 2020-28, 2020-29, 2020-36 and 2020-42 (collectively, the “Assessment Resolutions”); and

WHEREAS, the Board of County Commissioners of Polk County, Florida adopted Ordinance No. 2021-023, effective April 6, 2021 (the “Expansion Ordinance”), amending and supplementing Ordinance No. 2020-002, effective January 7, 2020 (“Establishing Ordinance” and together with the Expansion Ordinance, the “Ordinance”), amending the external boundaries of the District to include an additional
107.219 acres of land, more or less (the “Expansion Parcels”); and

WHEREAS, the District Board hereby determines to undertake, install, plan, establish, construct or reconstruct, enlarge or extend, equip, acquire, operate and/or maintain the infrastructure improvements described in the District’s First Amendment to the Master Engineer’s Report dated February 17, 2021 (the “First Amended Engineer’s  Report”),  attached  hereto  as  Exhibit  A  and incorporated herein by reference, which amends and supplements the Engineer’s Report for Capital Improvements, dated February 3, 2020 (the “Master Engineer’s Report”), as supplemented by that Supplemental Engineer’s Report for Capital Improvements, dated May 14, 2020 (the “First Supplemental Engineer’s Report”, and together with the Master Engineer’s Report and the First Amended Engineer’s Report, the “Engineer’s Report”); and

WHEREAS, the Engineer’s Report details the scope and cost of public Improvements necessary to serve the Expansion Parcels; and

WHEREAS, it is in the best interest of the District to pay the cost of the public Improvements by imposing and collecting special assessments pursuant to Chapter 190, Florida Statutes (the “Assessments”) upon the Expansion Parcels; and

WHEREAS, the District is empowered by Chapter 190, the Uniform Community Development District Act, Chapter 170, Supplemental and Alternative Method of Making Local Municipal Improvements, and Chapter 197, the Uniform Method for the Levy, Collection, and Enforcement of Non- Ad Valorem Assessments, Florida Statutes, to finance, fund, plan, establish, acquire, construct or

1
reconstruct, enlarge or extend, equip, operate, and maintain the Public Improvements and to impose, levy and collect the Assessments; and

WHEREAS, the District hereby determines that benefits will accrue to the Expansion Parcels, the amount of those benefits, and that special assessments will be made in proportion to the benefits received as set forth in the Supplemental Assessment Methodology for Expansion Parcels, dated
 	, 2021 (the “Third Supplemental Assessment Methodology”) , attached hereto as Exhibit B and incorporated herein by reference, which amends and supplements the Master Assessment Methodology Report, dated February 13, 2020 (the “Master Assessment Methodology”), as supplemented by that Supplemental Assessment Methodology, dated September 3, 2020 (the “First Supplemental Assessment Methodology”, and together with the Master Assessment Methodology and the Third Supplemental Assessment Methodology, the “Assessment Report”), all of which are on file at the office of the District Manager, c/o Governmental Management Services – Central Florida, LLC, 219 East Livingston Street, Orlando, Florida 32801 (the “District Records Office”); and

WHEREAS, the lands within the Expansion Parcels benefit from the entire Capital Improvement Plan described in the Engineer’s Report, however, the District only anticipates issuing special assessment bonds in an amount which can be supported by developable lands within the Expansion Parcels (“Bonds”); and

WHEREAS, the District anticipates using the proceeds of the Bonds for the acquisition, construction or installation of the Improvements within the District; and

WHEREAS, the final Assessments levied and imposed by the District upon the benefited lands within the Expansion Parcels to pay the costs of the Improvements will be in an amount necessary to secure repayment of the Bonds; and

WHEREAS, the District hereby determines that the Assessments to be levied on the Expansion Parcels will not exceed the benefit to the property improved as set forth in the Assessment Report.

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

Assessments shall be levied to defray a portion of the cost of the Improvements benefitting the Expansion Parcels as specified in the Assessment Report.

The nature and general location of, and plans and specifications for, the Improvements benefitting the Expansion Parcels are described in Exhibit A, which is on file at the District Records Office. Exhibit B is also on file and available for public inspection at the same location.
The total estimated cost of the Improvements benefitting the Expansion Parcels is
$	(the “Estimated Cost”).
The	Assessments	on	the	Expansion	Parcels	will	defray	approximately
$ 	, which includes the Estimated Cost, plus financing-related costs, capitalized interest and a debt service reserve.

2
The manner in which the Assessments shall be apportioned and paid is set forth in
Exhibit B, including provisions for supplemental assessment resolutions.

The Assessments shall be levied, within the District, on all lots and lands adjoining and contiguous or bounding and abutting upon the Improvements or specially benefitted thereby and further designated by the assessment plat hereinafter provided for.

There is on file, at the District Records Office, an assessment plat showing the area to be assessed, with certain plans and specifications describing the Improvements and the estimated cost of the Improvements, all of which shall be open to inspection by the public.

Commencing with the year in which the Assessments are levied and confirmed, the Assessments shall be paid in not more than (30) thirty annual installments. The Assessments may be payable at the same time and in the same manner as are ad-valorem taxes and collected pursuant to Chapter 197, Florida Statutes; provided, however, that in the event the uniform non-ad valorem assessment method of collecting the Assessments is not available to the District in any year, or if determined by the District to be in its best interest, the Assessments may be collected as is otherwise permitted by law.

The District Manager has caused to be made a preliminary assessment roll, in accordance with the method of assessment described in the Assessment Report and Exhibit B attached hereto, which shows the lots and lands assessed, the amount of benefit to and the assessment against each lot or parcel of land and the number of annual installments into which the assessment may be divided, which assessment roll is hereby adopted and approved as the District's preliminary assessment roll.

The Board shall adopt a subsequent resolution to fix a time and place at which the owners of property to be assessed or any other persons interested therein may appear before the Board and be heard as to the propriety and advisability of the assessments or the making of the Improvements, the cost thereof, the manner of payment therefore, or the amount thereof to be assessed against each property as improved.

The District Manager is hereby directed to cause this Resolution to be published twice (once a week for two (2) consecutive weeks) in a newspaper of general circulation within Polk County and to provide such other notice as may be required by law or desired in the best interests of the District.

This Resolution is intended to amend and supplement the Assessment Resolutions relating to the District’s levy of special assessments on certain lands within the boundaries of the District benefitting from the Improvements. As such, all such prior resolutions, including but not limited to the Assessment Resolutions, remain in full force and effect, except to the extent provided for herein.
This Resolution shall become effective upon its passage.

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

3
PASSED AND ADOPTED this 14th day of April 2021.
Attest:	ASTONIA COMMUNITY DEVELOPMENT
DISTRICT

Secretary/Assistant Secretary	Chairperson, Board of Supervisors

Exhibit A: Exhibit B:
First Amendment to the Master Engineer’s Report dated February 17, 2021
Supplemental Assessment Methodology for Expansion Parcels, dated 	, 2021

4

ASTONIA
COMMUNITY DEVELOPMENT DISTRICT

FIRST AMENDMENT TO THE MASTER ENGINEER’S REPORT DATED FEBRUARY 3, 2020

FOR CAPITAL IMPROVEMENTS

Prepared for:

BOARD OF SUPERVISORS ASTONIA
COMMUNITY DEVELOPMENT DISTRICT

Prepared by:

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

February 17, 2021
ASTONIA
COMMUNITY DEVELOPMENT DISTRICT

TABLE OF CONTENTS
PURPOSE	1-2
INTRODUCTION…	1
SCOPE	2-3
THE DEVELOPMENT	3
THE CAPITAL IMPROVEMENTS.	3-4
CAPITAL IMPROVEMENT PLAN COMPONENTS	4-5
Stormwater Management Facilities	4
Public Roadways	5
Water and Wastewater Facilities	5
Off-site Improvements	6
Amenities and Parks…	6
Electric and Lighting…	6
Entry Features…	6
Miscellaneous	7
PERMITTING	7-8
RECOMMENDATION	9
REPORT MODIFICATION	9
CONCLUSION	10
LIST OF EXHIBITS

EXHIBIT 1- Location Map
EXHIBIT 2- Existing District Legal Description EXHIBIT 3- Expansion Parcel Legal Description EXHIBIT 4- Amended District Legal Description EXHIBIT 5 – District Boundary Map
EXHIBIT 6- Future Land Use Map EXHIBIT 7- Zoning Map
EXHIBIT 8 - Utility Location Map & Drainage Flow Pattern Map EXHIBIT 9- Summary of Opinion of Probable Costs
EXHIBIT 10- Summary of Proposed District Facilities EXHIBIT 11 & 11A- Overall Site Plan
FIRST AMENDMENT TO THE MASTER ENGINEER’S REPORT ASTONIA
COMMUNITY DEVELOPMENT DISTRICT

PURPOSE
The purpose of this 2nd Supplemental Engineer’s Report is to expand the boundary of the existing Community Development District (CDD). The existing CDD contains three phases (Phase 1-191 lots; Phase 2-306 lots; Phase 3 – 184 lots) consisting of approximately 159.93 acres. The proposed CDD expansion will include the addition of Phase 4 consisting of 332 single-family lots. The expanded CDD will have a total of 1,013 single family lots and consist of approximately 267.15 acres.

INTRODUCTION

The Astonia Community Development District (the “District”) is located south of Ernie Caldwell Blvd, west of Lee Jackson Highway, and north and south of Little Zion Road in Polk County (the “County”). The District shall consist of 267.19 acres and is expected to contain 1,013 single family lots, recreation / amenity areas, parks, and associated infrastructure.
The CDD was established under County Ordinance No. 2020-002 which was approved by the Polk County Board of County Commission on January 7, 2020. The District will own and operate the public roadways and 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 County, Southwest Florida Water Management District (SWFWMD), and other applicable agencies with regulatory jurisdiction over the development. An overall estimate of probable cost of the public improvements is provided in Exhibit 9 of this report.

1
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 property within the District. The District reserves the right to make reasonable adjustments to the development plan to meet applicable regulatory requirements of agencies with jurisdiction over the development, while maintaining comparable level of benefits to the 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 roadway improvements including common area, sidewalks in the right-of-way, and 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) will, upon completion, be dedicated to the City for ownership and maintenance.

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, determi2nation 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, the District Board of Supervisors, and its staff and consultants.

THE DEVELOPMENT

The Development will consist of 1,013 single family homes and associated infrastructure (“Development”). The Development is a planned residential community located north and south of Ernie Caldwell Blvd, west of Lee Jackson Highway, and north and south of Little Zion Road within the County. The Development has a Polk County future land use of RMX (Residential Medium) and NACX (Neighborhood Activity Center) and Polk County zoning of PD (Planned Development). The Development will be constructed in four phases. (Phase 1- 191 lots, Phase 2 - 306 Lots, Phase 3 – 184 lots, and Phase 4 – 332 lots).

THE CAPITAL IMPROVEMENTS

The Capital Improvement Plan, (the “CIP”), consists of public infrastructure for the Development. 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 also occur at this time. 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 Duke Energy for the street light poles and lighting service. Only undergrounding of wire in public right-of-way on District Land is included.

3
As a part of the recreational component of the CIP, a public park/amenity center will be within the Development The public park/amenity center will have connectivity 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 system of improvements comprising the Capital Improvement Plan (“CIP”) includes the following:

Stormwater Management Facilities
Stormwater management facilities consisting of storm conveyance systems and retention ponds are contained within the District boundaries. Stormwater runs off 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 County and the SWFWMD. There are no known surface waters.

Federal Emergency Management Agency Flood Insurance Rate Map (FEMA FIRM) Panel No. 12105C-0230H (dated 12/22/2016) demonstrates that the property is located within Flood Zone X. 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.

4
Public Roadways
The proposed public roadway sections are to be 50' R/W with 20’ 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.

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 Polk County 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 entire District.

A domestic wastewater collection system inclusive of gravity sanitary sewer mains and sewer laterals will be installed. The sewer service provider will be Polk County Public Utilities. 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 are anticipated for this CIP. Flow from the lift station shall be connected to a proposed force main along Ernie Caldwell Blvd, northwest of the site.

Reclaimed water is not available for this site. An irrigation well to be 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.

5
Off-Site Improvements
The District will provide funding for the anticipated turn lanes at the development entrance. The site construction activities associated with the CIP are anticipated for completion by phases based on the following estimated schedule: Phase 1 in 2021; Phase 2 in 2022; Phase 3 in 2022; Phase 4 in 2024. Upon completion 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 County.

Public Amenities and Parks
The District will provide funding for the public Amenity Facilities to include the following: pavilion with tot lot, dog park/all-purpose play field, walking trails, and passive parks throughout the Development which will include benches and walking trails.

Electric and Lighting
The electric distribution system thru the District 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 Duke Energy providing underground electrical service to the Development. The CDD will enter into a lighting agreement with Duke Energy for the street light poles and lighting service. Only undergrounding of wire in public right-of-way on District land is included in the cost estimate of the CIP.

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 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 CDD. Perimeter fencing will be provided at the site entrances and perimeters. These items will be funded, owned and maintained by the CDD.

6
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 the Development 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 County 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 (191 Lots)

Permits / Approvals	Approval / Expected Date	
Zoning Approval	Approved	
Preliminary Plat	N/A	
SWFWMD ERP	Approved	
Construction Permits	Approved	
Polk County Health Department Water	Approved	
FDEP Sewer	Approved	
FDEP NOI	Approved	
ACOE	N/A	

7
PHASE 2 (306 Lots)

Permits / Approvals	Approval / Expected Date	
Zoning Approval	Approved	
Preliminary Plat	N/A	
SWFWMD ERP	Approved	
Construction Permits	Approved	
Polk County Health Department Water	Approved	
FDEP Sewer	Approved	
FDEP NOI	Approved	
ACOE	N/A	

PHASE 3 (184 Lots)

Permits / Approvals	Approval / Expected Date	
Zoning Approval	Approved	
Preliminary Plat	N/A	
SWFWMD ERP	Approved	
Construction Permits	Approved	
Polk County Health Department Water	Approved	
FDEP Sewer	Approved	
FDEP NOI	Approved	
ACOE	N/A	

PHASE 4 (332 Lots)

Permits / Approvals	Approval / Expected Date	
Zoning Approval	Approved	
Preliminary Plat	N/A	
SWFWMD ERP	June 2021	
Construction Permits	June 2021	
Polk County Health Department Water	June 2021	
FDEP Sewer	June 2021	
FDEP NOI	June 2021	
ACOE	N/A	

8

RECOMMENDATION

As previously described within this report, the public infrastructure as described is necessary for the development and functional operation as required by the County. The site planning, engineering design and construction plans for the infrastructure are in accordance with the applicable requirements of the County 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 County 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

9
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 of the proposed CIP can be completed at the estimated cost as stated.

10

_.;:,;.-:.,,... o""'"'
;•L

·•,

r1"r.t
'?a:.,•
c.-4,:=
'\'?'
Hd	¼¼
V
7	8

ERNIE CALDWEL L BLVD

nor
	EXISTING DISTRICT	
	PARCEL ID NUMBERS	
<	I    1  .    2 72622-000000-033010
2.   272622-000000-031050
3     .        2   72622-000000-034010
4. 272622-000000-032010	
I;.
RI		
	5. 272622-000000-043010	
	EXPANSION PARCELS	
	6. 272615-000000-043010	
	7. 272615-000000-041000	
	8. 272615-000000-023000	
	9. 272615-000000-042010	

LITTLE ZION ROAD IS NOT INCLUDED IN THE COD

1

3	4

LITTLE ZION RD
i
fr " Bott-fut

!:!'
i
n
\,.,
.....

((,,
"- .

..­
..-

N

192S BARTOWROAD • LA ELANO, FL 33801
OFFICE: (863) 940-2040 ' FAX: (863) 940-2044 • CELL: (863) 662 -0018
EMAIL: INFO@WOOD OVILCOM
EXHIBIT 1
ASTONIA COMMUNITY DEVELOPMENT DISTRICT LOCATION MAP

NO SCALE

EXISTING DISTRICT LEGAL DESCRIPTION

BEGIN AT THE NW CORNER OF THE NE 1/4 OF THE NW 1/4 OF SECTION 22, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA; THENCE RUN N89°38'14"E ALONG THE NORTH LINE OF SAID SECTION 22 A DISTANCE OF 708.93 FEET; THENCE S02°00'48"E A DISTANCE OF 31.96 FEET TO A CURVE TURNING TO THE LEFT WITH A DELTA ANGLE OF 28°43 '45", WITH A RADIUS OF 1385.00 FEET, WITH A CHORD BEARING OF Sl6°22'40"E, WITH A CHORD LENGTH OF 687.21 FEET; THENCE RUN ALONG SAID CURVE AN ARC LENGTH OF 694.46 FEET; THENCE N57°11'19"E A DISTANCE OF 285.23 FEET TO A POINT ON THE WEST RIGHT OF WAY OF ERNIE CALDWELL BOULEVARD, SAID POINT ALSO BEING ON A CURVE TURNING TO THE LEFT WITH A DELTA ANGLE OF 05°12'38", WITH A RADIUS OF 1100.00 FEET, WITH A CHORD BEARING OF S32"48'41"E, WITH A CHORD LENGTH OF 100.00 FEET; THENCE RUN ALONG SAID CURVE AN ARC LENGTH OF 100 . 03 FEET; THENCE LEAVING SAID RIGHT OF WAY RUN S57°11'19"W A DISTANCE OF 285.23 FEET TO A CURVE TURNING TO THE LEFT WITH A DELTA ANGLE OF 21°30'05", WITH A RADIUS OF 1385.00 FEET, WITH A CHORD BEARING OF S45"37'51"E, WITH A CHORD LENGTH OF 516.70 FEET; THENCE RUN ALONG SAID CURVE AN ARC LENGTH OF 519.75 FEET; THENCE S00°34'03"E A DISTANCE OF 1126.63 FEET TO THE NORTH MAINTAINED RIGHT OF WAY OF LITTLE ZION ROAD; THENCE RUN ALONG SAID NORTH RIGHT OF WAY THE FOLLOWING 29 COURSES; 1) N86°53'43"W A DISTANCE OF 12.69 FEET; 2)THENCE N87°23'02"W A DISTANCE OF 65.40 FEET;  3)THENCE  S87°44'53"W  A DISTANCE  OF 34.73 FEET; 4)THENCE S82"19'26"W  A DISTANCE OF
41.07  FEET;  5)THENCE  S73"10'25"W  A  DISTANCE  OF  16.81 FEET;  6)THENCE  S70"46'24"W  A  DISTANCE  OF  24.09 FEET;
?)THENCE S70°28'57"W A DISTANCE OF 16.64 FEET; 8)THENCE S61°58'48"W A DISTANCE OF 36.62 FEET; 9)THENCE S57°16'53"W A DISTANCE OF 63.50 FEET; lO)THENCE S46"20'51"W A DISTANCE OF 35.85 FEET; ll)THENCE S35"40'32"W A DISTANCE OF 14.37 FEET; 12)THENCE S35"36'06"W A DISTANCE OF 15.07 FEET; 13}THENCE S29"16'16"W A DISTANCE OF
33.67 FEET; 14)THENCE S28°02'33"W A DISTANCE OF 100.08 FEET; 15 )THENCE S29°35'32"W A DISTANCE OF 41 .20 FEET; 16)THENCE S37°51'45"W A DISTANCE OF 60 .25 FEET; 17)THENCE S48"18'53"W A DISTANCE OF 16.90 FEET; 18) THENCE S56°1 7'21"W A DISTANCE OF 18.08 FEET; 19)THENCE S62°22'59"W A DISTANCE OF 10.29 FEET; 20)THENCE S89°37'17"W A DISTANCE OF 165.14 FEET; 21)THENCE S00°24'07"E  A DISTANCE OF 17.27 FEET; 22)THENCE S89"49'44"W  A DISTANCE  OF
51.17 FEET; 23)THENCE S89 ° 1 5'22" W A DISTANCE OF 100.01 FEET; 24)THENCE S89°42'52"W A DISTANCE OF 100.00 FEET; 25}THENCE S89°2 5'40"W A DISTANCE OF 100.00 FEET; 26}THENCE S89°18'48"W A DISTANCE OF 100.00 FEET; 27)THENCE S89°35'59"W A DISTANCE OF 100.00 FEET; 28)THENCE S89"42'52"W  A DISTANCE  OF 100.00 FEET; 29)THENCE S89"35'59"W A DISTANCE OF 11.74 FEET; THENCE LEAVING SAID NORTH RIGHT OF WAY RUN S00°31'51"E A DISTANCE OF 672.83 FEET; THENCE S89°33'56"W A DISTANCE OF 663.12 FEET; THENCE S00°30'40"E A DISTANCE OF 661.24 FEET TO THE SOUTH LINE OF  THE  NW 1/4  OF THE SW 1/4  OF SAID SECTION  22; THENCE  S89°31'59"W  ALONG  SAID SOUTH  LINE  A DISTANCE OF
663.35 FEET TO THE WEST LINE OF SAID SECTION 22; THENCE RUN ALONG SAID WEST LINE THE FOLLOWING 3 COURSES; 1) N00°29 '28" W A DISTANCE OF 1323.24 FEET; 2) THENCE N00°09'33"W A DISTANCE OF 1322.55 FEET;  3)  THENCE N00°09'33"W A DISTANCE OF 792.10 FEET TO THE NORTH LINE OF THE SOUTH  24 ACRES OF THE NW 1/4  OF THE NW 1/4 OF SAID SECTION 22; THENCE N89°37'27"E ALONG SAID NORTH LINE A DISTANCE OF 1318 .54 FEET TO THE WEST LINE OF THE NE 1/4 OF THE NW 1/4 OF SAID SECTION 22; THENCE N00°20'51"W ALONG SAID WEST LINE A DISTANCE  OF 529.36  FEET RETURNING TO THE POINT OF BEGINNING, LESS MAINTAINED RIGHT OF WAY FOR LITTLE ZION ROAD.

CONTAINING AN AREA OF 159 .93 ACRES MORE OR LESS.

-
-
WOOD

-
-
EXHIBIT 2
 	& A SSO C I ATE S
En g ine  e r in g .  LLC
EXISTING DISTRICT LEGAL DESCRIPTION ASTONIA COD

1925 BARTOW ROAD • LAKELAND. FL 33801
OFFICE: (863) 940-2040  •  FAX: (863) 940-2044  •  CELL (863) 662-0018 EM AlL: IN FO@WOODCM L.COM

,....

PAGE I OF I

EXPANSION PARCELS LEGAL DESCRIPTION

A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORI DA, BEING A PORTION OF THE LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 1346, PAGE 771, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF SW 1/4 OF SAID SECTION 15; THENCE WITH THE NORTH LINE OF SW 1/4 OF SAID SECTION 15, N89°30'30"E, A DISTANCE OF 516.39 FEET TO THE POINT OF BEGINNING;
THENCE CONTINUE WITH THE NORTH LINE OF SW 1/4 OF SAID SECTION 15, N89 °30'30" E, A DISTANCE OF 1291.38 FEET TO THE SOUTHERLY M AINTA IN ED RI GHT-OF-W AY LINE OF BOWEN ROAD (PER MAP BOOK 3, PAGES 60-68); THENCE LEAVING SAID NORTH LINE OF SW 1/4 OF SAID SECTION 15, RUN WITH SAID SOUTHERLY M AINTAINED RIGH T-OF- WAY LINE THE FOLLOWING TWENTY (20) COURSES: (1) N89°42'11"E, A DISTANCE OF 21.42 FEET; (2) S82°16'47"E, A DISTANCE OF 54.70 FEET; (3) N87°32'02"E, A DISTANCE OF 100.04 FEET; (4) N89°49'31" E, A DISTANCE OF 100.01 FEET; (5) N89°15'08"E, A DISTANCE OF 100.00 FEET; (6) N88°06'24"E, A DISTANCE OF 100.02 FEET; (7) S89° 36'07" E, A DISTANCE OF 52 .28 FEET; (8) S00 °19 ' 33"W, A DISTANCE OF 11.91 FEET; (9) N88°13'01"E, A DISTANCE OF 53.31 FEET; (10) N89°50'01" E, A DISTANCE OF 234.97 FEET; (11) N89°38'12"E, A DISTANCE OF 111.35 FEET;  (12)  N89°35'06"E,  A  DISTANCE  OF  194.59  FEET;  (13) N89°21'5l " E, A DISTANCE OF 197.92 FEET; (14) N89°11'50"E, A DISTANCE OF 95.71 FEET; {15) N89°25' 14" E, A DISTANCE OF 276.53  FEET;  (16)  S8 9°54'44" E,   A  DISTANCE   OF  105 .69  FEET;  (17)  N88°22'31"E,  A  DISTANCE   OF  178.41  FEET; (18)
N89°04'43"E, A DISTANCE OF 49 .78 FEET; (19) N89°12 '03" E, A DISTANCE OF 10 3.74 FEET; (20) S88°4 7'42"E, A DISTANCE OF
0.99 FEET TO THE EAST LINE OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 15; THENCE S00°16'24"E ALONG SAID EAST LINE, A DISTANCE OF 1315.97 FEET TO THE SOUTHEAST CORNER OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 15; THENCE S89°34'34"W ALONG THE SOUTH LINE OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 15, A  DISTANCE  OF 1314.94 FEET TO THE SOUTHWEST CORNER OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 15; THENCE S00°14'11"E ALONG THE WEST LINE OF THE SW 1/4 OF THE SE 1/4, A DISTANCE OF 851.21 FEET; THENCE LEAVING SAID WEST LINE, S89°48'35"W, A DISTANCE OF 127.79 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF ERNIE CALDWELL BOULEVARD (VARIABLE-WIDTH RIGHT OF WAY PER OFFICIAL RECORDS BOOK 9308, PAGE 2093, PUBLIC RECORDS OF POLK COUNTY, FLORI DA); THENCE WITH SAID NORTHERLY RIG HT-OF- WAY LINE THE FOLLOWING TWELVE (12) COURSES, (1) NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 1115.00 FEET, A CENTRAL ANGLE OF 21 °57'59" AND A CHORD BEARING AND DISTANCE OF N19°05'13" W, 424.86 FEET) FOR AN ARC DISTANCE OF 427.47 FEET TO A POINT OF NON-TANGENCY; (2) S59°55'48"W, A DISTANCE OF 5.00 FEET TO A TO A POINT OF NON-TANGENCY; (3) NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS  OF 1110.00 FEET,  A CENTRAL  ANGLE  OF  20°03'13"  AND  A CHORD  BEARING  AND  DISTANCE  OF  N40°05'48"W,
386.52 FEET)  FOR  AN  ARC DISTANCE OF 388.50 FEET TO A POINT OF NON-TANGENCY; (4) S39°52'36"W,  A DISTANCE  OF
20.00 FEET TO A TO A POINT OF NON -TANGENCY; (5) NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 1090 .00 FEET, A CENTRAL ANGLE OF 17°11'19"' AND A CHORD BEARING AND DISTANCE OF N58°43'04"W, 325.77 FEET) FOR AN ARC DISTANCE OF 327.00 FEET TO A POINT OF NON-TANGENCY; (6) N22°41 '17" E, A DISTANCE OF 10.00 FEET TO A TO A POINT OF NON-TANGENCY; (7) NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE LEFT (SAID CURVE HAVI NG A RADIUS OF 1100.00 FEET, A CENTRAL ANGLE OF 22°59'56" AND A CHORD BEARING AND DISTANCE OF N78°48'42"W, 438.59 FEET) FOR AN ARC DISTANCE OF 441.55 FEET TO A POINT OF TANGENCY; (8) S89°41'20"W, A DISTANCE OF 68 . 60 FEET; (9) S00°18'40"E, A DISTANCE OF 10.00  FEET;  (10) S89°41'20"W, A DISTANCE OF 480 . 00 FEET; (11) N00°18'40"W, A DISTANCE OF 10.00 FEET; (12) S89°41'20"W,  A DISTANCE OF 298.97 FEET; THENCE LEAVING SAID NORTHERLY RIG HT-OF-W AY LINE, N00°19'00"W, A DISTANCE OF 351.40 FEET TO A POINT OF NON-TANGENCY; THENCE NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF 150.00 FEET, A CENTRAL ANGLE OF 33°33'26" AND A CHORD BEARING AND DISTANCE OF Nl7°05'23"W, 86.60 FEET) FOR AN ARC DISTANCE OF 87.85 FEET TO A POINT OF TANGENCY; THENCE N00°19'00" W, A DISTANCE OF 786.18 FEET TO THE POINT OF BEGINNING.
CONTAINING 4,670,473 SQUARE FEET 107.219 ACRES) OF LAND, MORE OR LESS.
-
 		WOOD&

ASSOCIATES
En g i n e e r in g , LLC

EXHIBIT 3
EXPANSION PARCELS LEGAL DESCRIPTION ASTONIA  COD

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

PAGE 1 OF 1

IV
AMENDED DISTRICT LEGAL DESCRIPTION

BEGIN AT THE NW CORNER OF THE NE 1/4 OF THE NW 1/4 OF SECTION 22, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA; THENCE RUN N89°38'14"E ALONG THE NORTH LINE OF SAID SECTION 22 A DISTANCE OF 708.93 FEET; THENCE S02°00'48"E A DISTANCE OF 31.96 FEET TO A CURVE TURNING TO THE LEFT WITH A DELTA ANGLE OF 28°43'45", WITH A RADIUS OF 1385.00 FEET, WITH A CHORD BEARING OF S16°22'40"E, WITH A CHORD LENGTH OF 687.21 FEET; THENCE RUN ALONG SAID CURVE AN ARC LENGTH OF 694.46 FEET; THENCE N57°11'19"E A DISTANCE OF 285.23 FEET TO A POINT ON THE WEST RIGHT OF WAY OF ERNIE CALDWELL BOULEVARD, SAID POINT ALSO BEING ON A CURVE TURNING TO THE LEFT WITH A DELTA ANGLE OF 05°12'38", WITH A RADIUS OF 1100.00 FEET, WITH A CHORD BEARING OF S32°48'41"E, WITH A CHORD LENGTH OF 100.00 FEET; THENCE RUN ALONG SAID CURVE AN ARC LENGTH OF 100.03 FEET; THENCE LEAVING SAID RIGHT OF WAY RUN S57°11'19"W A DISTANCE OF 285.23 FEET TO A CURVE TURNING TO THE LEFT WITH A DELTA ANGLE OF 21°30'05", WITH A RADIUS OF 1385.00 FEET, WITH A CHORD BEARING OF S45°37'51"E, WITH A CHORD LENGTH OF 516.70 FEET; THENCE RUN ALONG SAID CURVE AN ARC LENGTH OF 519.75 FEET; THENCE S00°34'03"E A DISTANCE OF 1126.63 FEET TO THE NORTH MAINTAINED RIGHT OF WAY OF LITTLE ZION ROAD; THENCE RUN ALONG SAID NORTH RIGHT OF WAY THE FOLLOWING 29 COURSES; 1) N86°53'43"W A DISTANCE OF 12.69 FEET; 2)THENCE N87°23'02"W A DISTANCE OF 65.40 FEET; 3)THENCE S87°44'53"W A DISTANCE OF 34.73 FEET; 4)THENCE S82°19'26"W A DISTANCE OF
41.07 FEET; 5)THENCE S73°10'25"W A DISTANCE OF 16.81 FEET; 6)THENCE S70°46'24"W A DISTANCE OF 24.09 FEET; 7)THENCE S70°28'57"W A DISTANCE OF 16.64 FEET; 8)THENCE S61°58'48"W A DISTANCE OF 36.62 FEET; 9)THENCE S57°16'53"W A DISTANCE OF 63.50 FEET; 10)THENCE S46°20'51"W A DISTANCE OF 35.85 FEET; 11)THENCE S35°40'32"W A DISTANCE OF 14.37 FEET; 12)THENCE S35°36'06"W A DISTANCE OF 15.07 FEET; 13)THENCE S29°16'16"W A DISTANCE OF
33.67 FEET; 14)THENCE S28°02'33"W A DISTANCE OF 100.08 FEET; 15)THENCE S29°35'32"W A DISTANCE OF 41.20 FEET; 16)THENCE S37°51'45"W A DISTANCE OF 60.25 FEET; 17)THENCE S48°18'53"W A DISTANCE OF 16.90 FEET; 18)THENCE S56°17'21"W A DISTANCE OF 18.08 FEET; 19)THENCE S62°22'59"W A DISTANCE OF 10.29 FEET; 20)THENCE S89°37'17"W A DISTANCE OF 165.14 FEET; 21)THENCE S00°24'07"E A DISTANCE OF 17.27 FEET; 22)THENCE S89°49'44"W A DISTANCE OF
51.17 FEET; 23)THENCE S89°15'22"W A DISTANCE OF 100.01 FEET; 24)THENCE S89°42'52"W A DISTANCE OF 100.00 FEET; 25)THENCE S89°25'40"W A DISTANCE OF 100.00 FEET; 26)THENCE S89°18'48"W A DISTANCE OF 100.00 FEET; 27)THENCE S89°35'59"W A DISTANCE OF 100.00 FEET; 28)THENCE S89°42'52"W A DISTANCE OF 100.00 FEET; 29)THENCE S89°35'59"W A DISTANCE OF 11.74 FEET; THENCE LEAVING SAID NORTH RIGHT OF WAY RUN S00°31'51"E A DISTANCE OF 672.83 FEET; THENCE S89°33'56"W A DISTANCE OF 663.12 FEET; THENCE S00°30'40"E A DISTANCE OF 661.24 FEET TO THE SOUTH LINE OF THE  NW 1/4 OF THE SW  1/4 OF SAID  SECTION 22; THENCE  S89°31'59"W  ALONG SAID  SOUTH LINE  A DISTANCE  OF
663.35 FEET TO THE WEST LINE OF SAID SECTION 22; THENCE RUN ALONG SAID WEST LINE THE FOLLOWING 3 COURSES; 1) N00°29'28"W A DISTANCE OF 1323.24 FEET; 2) THENCE N00°09'33"W A DISTANCE OF 1322.55 FEET; 3) THENCE N00°09'33"W A DISTANCE OF 792.10 FEET TO THE NORTH LINE OF THE SOUTH 24 ACRES OF THE NW 1/4 OF THE NW 1/4 OF SAID SECTION 22; THENCE N89°37'27"E ALONG SAID NORTH LINE A DISTANCE OF 1318.54 FEET TO THE WEST LINE OF THE NE 1/4 OF THE NW 1/4 OF SAID SECTION 22; THENCE N00°20'51"W ALONG SAID WEST LINE A DISTANCE OF 529.36 FEET RETURNING TO THE POINT OF BEGINNING, LESS MAINTAINED RIGHT OF WAY FOR LITTLE ZION ROAD.

AND

A PARCEL OF LAND LOCATED IN SECTION 15, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, BEING A PORTION OF THE LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 1346, PAGE 771, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF SW 1/4 OF SAID SECTION 15; THENCE WITH THE NORTH LINE OF SW 1/4 OF SAID SECTION 15, N89°30'30"E, A DISTANCE OF 516.39 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE WITH THE NORTH LINE OF SW 1/4 OF SAID SECTION 15, N89°30'30"E, A DISTANCE OF 1291.38 FEET TO THE SOUTHERLY MAINTAINED RIGHT-OF-WAY LINE OF BOWEN ROAD (PER MAP BOOK 3, PAGES 60-68); THENCE LEAVING SAID NORTH LINE OF SW 1/4 OF SAID SECTION 15, RUN WITH SAID SOUTHERLY MAINTAINED RIGHT-OF-WAY LINE THE FOLLOWING TWENTY (20) COURSES:

1925 BARTOW ROAD	LAKELAND, FL 33801
OFFICE: (863) 940-2040	FAX: (863) 940-2044	CELL: (863) 662-0018 EMAIL: INFO@WOODCIVIL.COM
EXHIBIT 4
AMENDED DISTRICT LEGAL DESCRIPTION ASTONIA CDD

PAGE 1 OF 2
 AMENDED DISTRICT LEGAL DESCRIPTION

(1) N89°42'11"E, A DISTANCE OF 21.42 FEET; (2) S82°16'47"E, A DISTANCE OF 54.70 FEET; (3) N87°32'02"E, A DISTANCE OF 100.04 FEET; (4) N89°49'31"E, A DISTANCE OF 100.01 FEET; (5) N89°15'08"E, A DISTANCE OF 100.00 FEET; (6) N88°06'24"E, A DISTANCE OF 100.02 FEET; (7) S89°36'07"E, A DISTANCE OF 52.28 FEET; (8) S00°19'33"W, A DISTANCE OF 11.91 FEET; (9) N88°13'01"E, A DISTANCE OF 53.31 FEET; (10) N89°50'01"E, A DISTANCE OF 234.97 FEET; (11) N89°38'12"E, A DISTANCE OF 111.35 FEET; (12) N89°35'06"E, A DISTANCE OF 194.59 FEET; (13) N89°21'51"E, A DISTANCE OF 197.92 FEET; (14) N89°11'50"E, A DISTANCE OF 95.71 FEET; (15) N89°25'14"E, A DISTANCE OF 276.53 FEET; (16) S89°54'44"E, A DISTANCE OF 105.69 FEET; (17) N88°22'31"E, A DISTANCE OF 178.41 FEET; (18) N89°04'43"E, A DISTANCE OF 49.78 FEET; (19) N89°12'03"E, A DISTANCE OF 103.74 FEET; (20) S88°47'42"E, A DISTANCE OF 0.99 FEET TO THE EAST LINE OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 15; THENCE S00°16'24"E ALONG SAID EAST LINE, A DISTANCE OF 1315.97 FEET TO THE SOUTHEAST CORNER OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 15; THENCE S89°34'34"W ALONG THE SOUTH LINE OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 15, A DISTANCE OF 1314.94 FEET TO THE SOUTHWEST CORNER OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 15; THENCE S00°14'11"E ALONG THE WEST LINE OF THE SW 1/4 OF THE SE 1/4, A DISTANCE OF 851.21 FEET; THENCE LEAVING SAID WEST LINE, S89°48'35"W, A DISTANCE OF 127.79 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF ERNIE CALDWELL BOULEVARD (VARIABLE-WIDTH RIGHT OF WAY PER OFFICIAL RECORDS BOOK 9308, PAGE 2093, PUBLIC RECORDS OF POLK COUNTY, FLORIDA); THENCE WITH SAID NORTHERLY RIGHT-OF-WAY LINE THE FOLLOWING TWELVE (12) COURSES, (1) NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 1115.00 FEET, A CENTRAL ANGLE OF 21°57'59" AND A CHORD BEARING AND DISTANCE OF N19°05'13"W, 424.86 FEET) FOR AN ARC DISTANCE OF 427.47 FEET TO A POINT OF NON-TANGENCY; (2) S59°55'48"W, A DISTANCE OF 5.00 FEET TO A TO A POINT OF NON-TANGENCY; (3) NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 1110.00 FEET, A CENTRAL ANGLE OF 20°03'13" AND A CHORD BEARING AND DISTANCE OF N40°05'48"W, 386.52 FEET) FOR AN ARC DISTANCE OF
388.50 FEET TO A POINT OF NON-TANGENCY; (4) S39°52'36"W, A DISTANCE OF 20.00 FEET TO A TO A POINT OF NON-TANGENCY; (5) NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS  OF 1090.00 FEET,  A  CENTRAL  ANGLE  OF 17°11'19"  AND A  CHORD  BEARING  AND  DISTANCE OF N58°43'04"W,
325.77  FEET) FOR AN ARC  DISTANCE OF  327.00 FEET  TO A POINT  OF NON-TANGENCY; (6) N22°41'17"E, A DISTANCE OF
10.00 FEET TO A TO A POINT OF NON-TANGENCY; (7) NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 1100.00 FEET, A CENTRAL ANGLE OF 22°59'56" AND A CHORD BEARING AND DISTANCE OF N78°48'42"W, 438.59 FEET) FOR AN ARC DISTANCE OF 441.55 FEET TO A POINT OF TANGENCY; (8) S89°41'20"W, A DISTANCE OF 68.60 FEET; (9) S00°18'40"E, A DISTANCE OF 10.00 FEET; (10) S89°41'20"W, A DISTANCE OF
FEET; (11) N00°18'40"W, A DISTANCE OF 10.00 FEET; (12) S89°41'20"W, A DISTANCE OF 298.97 FEET; THENCE LEAVING SAID NORTHERLY RIGHT-OF-WAY LINE, N00°19'00"W, A DISTANCE OF 351.40 FEET TO A POINT OF NON-TANGENCY; THENCE NORTHWESTERLY WITH THE ARC OF A NON-TANGENT CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF 150.00 FEET, A CENTRAL ANGLE OF 33°33'26" AND A CHORD BEARING AND DISTANCE OF N17°05'23"W, 86.60 FEET) FOR AN ARC DISTANCE OF 87.85 FEET TO A POINT OF TANGENCY; THENCE N00°19'00"W, A DISTANCE OF 786.18 FEET TO THE POINT OF BEGINNING.

AMENDED DISTRICT CONTAINS APPROXIMATELY 267.15 ACRES MORE OR LESS.

EXHIBIT 4
AMENDED DISTRICT LEGAL DESCRIPTION ASTONIA CDD

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

PAGE 2 OF 2

DISTRICT

DISTRICT

LITTLE ZION RD

N

1925 BARTOW ROAD	LAKELAND, FL 33801
OFFICE: (863) 940-2040	FAX: (863) 940-2044	CELL: (863) 662-0018 EMAIL: INFO@WOODCIVIL.COM
EXHIBIT 5
ASTONIA CDD DISTRICT BOUNDARY MAP

NO SCALE

RMX

RMX

RMX
ECX

RMX

LEGEND
RMX - RESIDENTIAL MEDIUM RL-4X - RESIDENTIAL LOW
N

C OMPOSITE EXHIBIT 6

ECX - EMPLOYMENT CENTER
BPC-2X - BUSINESS PARK CENTER
ASTONIA COMMUNITY DEVELOPMENT DISTRICT
P OLK COUNTY FUTURE LAND USE MAP
1925 BARTOW ROAD	LAKELAND, FL 33801
OFFICE: (863) 940-2040	FAX: (863) 940-2044	CELL: (863) 662-0018 EMAIL: INFO@WOODCIVIL.COM
NACX - NEIGHBORHOOD ACTIVITY CENTER

NO SCALE

PD

RMX

PD	ECX

PD

LEGEND
RMX - RESIDENTIAL MEDIUM RL-4X - RESIDENTIAL LOW
N

C OMPOSITE EXHIBIT 7

ECX - EMPLOYMENT CENTER
BPC-2X - BUSINESS PARK CENTER
A STONIA COMMUNITY DEVELOPMENT DISTRICT
P OLK COUNTY ZONING MAP

1925 BARTOW ROAD	LAKELAND, FL 33801
OFFICE: (863) 940-2040	FAX: (863) 940-2044	CELL: (863) 662-0018 EMAIL: INFO@WOODCIVIL.COM
NACX - NEIGHBORHOOD ACTIVITY CENTER PD - PLANNED DEVELOPMENT

NO SCALE

N

C OMPOSITE EXHIBIT 8
A STONIA COMMUNITY DEVELOPMENT DISTRICT

1925 BARTOW ROAD	LAKELAND, FL 33801
OFFICE: (863) 940-2040	FAX: (863) 940-2044	CELL: (863) 662-0018 EMAIL: INFO@WOODCIVIL.COM
D RAINAGE MAP
L EGEND
FLOW DIRECTION

NO SCALE

16"

16"

16"

N

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

LEGEND
COMPOSITE EXHIBIT 8
ASTONIA COMMUNITY DEVELOPMENT DISTRICT
EXISTING 12" WATER MAIN EXISTING 16" FORCE MAIN
EXISTING 16" RECLAIM WATER MAIN

NO SCALE
Composite Exhibit 9 Astonia CDD
Summary of Probable Cost

Infrastructure (1)(9)(15)	Phase 1 (2020‐2021)
Existing District 191 Lots (10)	Phase 2 (2021‐2022)
Existing District 306 Lots (11)	Phase 3 (2021‐2022)
Existing District 184 Lots (12)	Phase 4 (2021‐2024)
Expansion 332 LOTS (13)	Total 1013 Lots (14)	
Offsite Improvements (5)(6)	$ 650,000.00	$1,050,000.00	$ 600,000.00	$ 200,000.00	$ 2,500,000.00	
Stormwater Management (2)(3)(5)(6)	$1,350,000.00	$2,160,000.00	$1,290,000.00	$2,300,000.00	$ 7,100,000.00	
Utilities (Water, Sewer, & Street Lighting) (5)(6) (8)	$1,320,000.00	$2,120,000.00	$1,260,000.00	$2,300,000.00	$ 7,000,000.00	
Roadway (4)(5)(6)	$ 790,000.00	$1,260,000.00	$ 750,000.00	$1,370,000.00	$ 4,170,000.00	
Entry Feature (6)(7)	$ 310,000.00	$ 495,000.00	$ 295,000.00	$ 530,000.00	$ 1,630,000.00	
Parks and Recreational Facilities (1)(6)	$ 450,000.00	$ 720,000.00	$ 430,000.00	$ 720,000.00	$ 2,320,000.00	
Contingency	$ 210,000.00	$ 345,000.00	$ 245,000.00	$ 400,000.00	$ 1,200,000.00	
TOTAL	$5,080,000.00	$8,150,000.00	$4,870,000.00	$7,820,000.00	$25,920,000.00	
Notes:
Infrastructure consists of offsite improvements, 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, lot finishing in conjunction with home construction, which will be provided by developer or homebuilder.
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 2021 cost.
Includes entry features, signage, hardscape, landscape, irrigation and buffer fencing.
CDD will enter into a Lighting Agreement with Duke Energy for the street light poles and lighting service. Only undergrounding of wire in public right‐of‐way and on District land is included.
Estimates based on Master Infrastructure to support development of 1013 lots.
73 – 40 foot wide lots and 118 ‐ 50 foot wide lots
143 – 40 foot wide lots and 163 – 50 foot wide lots
73 – 40 foot wide lots and 111 – 50 foot wide lots
139 – 40 foot wide lots and 193 ‐ 50 foot wide lots
428 – 40 foot wide lots and 585 – 50 foot wide lots
All financed improvements will be on land owned by, or subject to a permanent easement for the benefit of the District or another government entity.
Composite Exhibit 10 Astonia CDD
Community Development District Summary of Proposed District Facilities

District Infrastructure	Construction	Ownership	Capital Financing*	Operation and Maintenance	
Offsite Improvements	District	County	District Bonds	County	
Stormwater Facilities	District	District	District Bonds	District	
Lift Stations/Water/Sewer	District	Polk County	District Bonds	Polk County	
Street Lighting/Conduit	District	**District	District Bonds	**District	
Road Construction	District	District	District Bonds	District	
Entry Feature & 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.
** Street lighting/conduit shall be owned and maintained by the District or the District shall enter into a lease with Duke Energy.

22

LDRES-2020-33

73     72   71  70  69  68  67  66  65  64  63  62	61

WETLANDS "B" (0.031 AC.)

AMENITIES AREA (2.8± AC.)

WETLANDS "A" (0.085 AC.)

10
11
12
13

14
15
33
16
32	17
34	31	18

SITE BENCHMARK #6
SET NAIL BEHIND SIDEWALK
EL = 122.67'

WETLANDS "A" (0.708 AC.)

PROP. COMM.
9	(4.2 ACRES)
8	(MAX 70%
7	IMPERVIOUS)
6
5
4
3

SITE BENCHMARK #7
SET NAIL & DISK "LB 6846" IN SIDEWALK
EL = 125.64'

SITE BENCHMARK #8 SET NAIL
BEHIND SIDEWALK EL = 125.09'

SITE DATA:
NET PROJECT AREA:	159.93 ACRES TOTAL LOTS =	681 (100%) OR 4.3 DU/AC.

n

GRAPHIC SCALE

SCALE: 1 inch =200 ft.

COUNTY
Florida's Crossroads of Opportunity
Glenn Shiller 7/8/2020 7:51:17

WETLANDS "G"

74	  
        EUCALYPTUS WAY                  
30	19	2
51	35	29	20	1
40' LOTS = 289 (42%)
(2.032 AC.)	  
75
78

101

102
WETLANDS "D" (0.248 AC.)
36
50	37
49	38
28	21
27
22

SITE BENCHMARK #9
50' LOTS = 392 (58%)

SWM POND 60
76	79
77	80
81
82
83
100
99
98 
97
96
103
104
     105 106
107

WETLANDS "E" (1.353 AC.)
48	39
47	40
46	41
45
42
44
43
26
23
25
24

468

513
512
511

514
515
516
517
PROP. COMM. (2.4 ACRES)
(MAX 70% IMPERVIOUS)
SET NAIL
IN SIDEWALK EL = 122.68'
OPEN SPACE REQUIRED = 10% OF DEVELOPMENT = 159.93 AC x 0.10 = 15.99 AC PROVIDED OPEN SPACE SHOWN IN HATCHED AREAS	= 17.23 AC *
WETLAND OPEN SPACE = 6.72 AC (39% OF OPEN SPACE REQUIRED)

WETLANDS "H" (1.761 AC.)
84
85

        86

87
95	108	60
94	109	59

93	110	58
92	111	57
56
112

SWM POND 40	  

467
466
465
464
469
470
471
472
473

510
509
508
507
518
519
520

SITE BENCHMARK #10
SET NAIL IN SIDEWALK EL = 123.61'
UPLAND OPEN SPACE = 10.51 AC (61% OF OPEN SPACE REQUIRED)

*THE AMOUNT OF OPEN SPACE DEPICTED ILLUSTRATES THIS PROJECT EXCEEDS THE REQUIREMENT FOR OPEN SPACE. MORE OPEN SPACE EXISTS PER COUNTY CODE BUT IT IS NOT SHOWN FOR CLARITY OF THE DRAWING.
SWM POND 70
88	91

        89
55
113
114	54
53

356
430
431
432
463
462
474
475
476
506
505
SITE BENCHMARK #11 SET NAIL & DISK "LB 6846"
IN SIDEWALK
90

CASCADE DRIVE
AMENITIES AREA (1.8± AC.)
115
116
117
118

52

310

355
354
357
358
359
429
428
427
426

433
434
435
461
460
459

477
478
479
504

503

502
EL = 122.65'

             40.0'        

45.0'

10.0'

50.0' R/W

119
120
121
245 246 247 248 249 250 251 252 253 254

244 243 242 241 240 239 238 237 236 235 234

  

309
308
307

311
312
313
314
353
352
351
350
360
361
362
363
364

425

424

423
436
437
438
439
440
458

457

456

455
480

501

500

499

WETLANDS "J" (0.223 AC.)

* NOTES:

MINIMUM BUILDING
5.0' TYP
TYP
TYP
20.0' TYP
122	 	
 	BRISBANE PLACE	
123

SWM POND 80
306
305
315

316
349

348

365

366
422

421

441

454

498

497

521
SETBACK FOR A FRONT ENTRY GARAGE IS 20.0'.

·
124
125
126
127

222 223 224 225 226 227 228 229 230 231 232 233

221 220 219 218 217 216 215 214 213 212 211 210 209

275 276 277 278
304
303

302
301

317

318

319
347
346
345
344

367

368

369
420
419
418
417
442
443

444

445
453
452
451
450

496
495
494
493
522
523
524
525
CONTRACTOR TO PLANT 2 TREES PER LOT.

      5.0' TYP

10.0' TYP
128	                   	             		 	
300
320
343
370
416
446
449

492
526
129
130
 	EYRE LOOP	
EYRE LOOP

279
299
298
321
322
342
341
371
372
415
414

447

448

527
131

132

133
196  197  198  199  200  201 202  203 204 205 206 207 208

195  194  193  192  191 190  189 188  187 186 185 184 183
274 273 272 271 270

265 266 267 268 269

280
281
282

297
296
295

323
324
325

340
339
338

373
374
375

413
412
411

539

540
        BLOOM TERRACE	                         

538 537 536 535 534 533 532 531 530
528

529
134	 	        

135
136

DESERT ROSE DRIVE	 	 	DESERT ROSE DRIVE
283

284

285
294

293

292
326

327

328
337

336

335
376
377
378
410
409
408
541
542
543

SWM POND 50	 	            		 	

137
138
170 171 172 173 174 175 176 177 178 179 180 181 182
264 263 262 261 260
286

287
291

290
329

330
334

333
379

380
407

406
544

545
LITTLE ZION RD.
139

140
169 168 167 166 165 164 163 162 161 160 159 158 157
255 256 257 258 259

288

289

331

332
381 405
546
PROPOSED TYPICAL 40' WIDE LOTS

141

                                  CASCADE DRIVE                             	         

CASCADE DRIVE

                       CASCADE DRIVE 
382

383
404

403
547

548
WETLANDS "K" (1.745 AC.)
N.T.S.

142

143 144 145 146 147 148 149 150 151 152 153 154 155 156
392 391 390 389 388 387 386 385 384
401 400 399 398 397 396 395
402	549

 	                         	          LITTLE ZION RD.	                          		 	

                               LITTLE ZION RD.                                	

50.0'	55.0'

563 562 561 560 559 558 557 556 555 554 553 552 551 550
564

660 661 662 663 664 665

666

667

5.0' TYP

10.0' TYP

50.0' R/W TYP 20.0'
565

566
ORCHID DRIVE	  		 	LOTUS LOOP                 
668

669
PHASING NOTES:
* NOTES:

·
TYP
567

568
636 637 638 639 640 641 642 643 644 645 646 647 648
659 658 657 656 655 654

670
671
672
IF PHASED CONSTRUCTION CREATES A DEAD END ROAD GREATER THAN 150' FROM THE NEAREST CONSTRUCTED INTERSECTION, A TEMPORARY CUL-DE-SAC SHALL BE CONSTRUCTED. (SEE BELOW FOR TEMPORARY CUL-DE-SAC DETAIL/SECTION)
MINIMUM BUILDING SETBACK FOR A FRONT ENTRY GARAGE IS 20.0'.

CONTRACTOR TO PLANT
569

570
635 634 633 632 631 630 629 628 627 626 625 624
649 650 651  652 653	  
673

HOMES ON LOTS 44-51 ARE NOT TO BE CONSTRUCTED IN PHASE I. HOMES ON LOTS 44-51 WILL BE CONSTRUCTED IN PHASE II AND SERVED BY THE LIFT STATION
2 TREES PER LOT.
571	  
LOTUS LOOP	LOTUS LOOP
674
CONSTRUCTED IN PHASE II.
5.0'
10.0'
572
623
602
601	  
675
                               
          TYP TYP

573
622
603
600
681 680	  
679 678 677 676
THE NEXT MANHOLE OUTSIDE OF THE CONSTRUCTED PHASE SHALL BE BUILT,

574
575
576
577
578
579
580
621
620
619
618
617
616
615
604
605
606
607
608
609
610
599	    	  
598
597
596
595
594
593

AMENITIES AREA (2.0± AC.)
ACCESSIBLE, AND STUBBED OUT FOR FUTURE CONNECTION.

R 50'

CONNECT TO THE END OF PHASED CONSTRUCTED PAVEMENT
R 25'

Date: June 12, 2020

Project No.: 19-013
581

614 	611
592

TEMPORARY CUL-DE-SAC

Not Valid Without Engineer's Seal
        582
613
612	591
590

PLAN VIEW

No. 53168

583

584 585 586 587

588
589
1
2

NOTES:
PROPOSED TYPICAL 50' WIDE LOTS
N.T.S.

STATE OF
SWM POND 90/100

7" CRUSHED CONCRETE/LIMEROCK (LBR 100), COMPACTED 98% AASHTO T180 METHOD "D".
8" TYPE B STABILIZED SUB-BASE, LBR = 40 F.D.O.T. SPEC. 160, COMPACTED TO 98% AASHTO T-180.
SECTION VIEW
TEMPORARY CUL-DE-SAC & ACCESS ROAD DETAIL/SECTION
NTS

IMPROVEMENTS SHOWN WITHIN AMENITIES AREAS ARE FOR INFORMATION PURPOSES ONLY. THE SPECIFIC FEATURES, LOCATION, QUANTITY & DESIGN WILL BE PROVIDED UNDER SEPARATE COVER.

ALL ADA RAMPS AND SIDEWALKS IN COMMON AREAS (NOT IN FRONT OF LOTS) SHALL BE CONSTRUCTED AS A PART OF THIS PROJECT.

23	EXHIBIT 11 SITE PLAN

This item has been digitally signed and sealed by Bryan A. Hunter using a digital signature on the date indicated. Printed copies of this
document are not considered signed and sealed and the signature must be verified on any
electronic copies.

Bryan A. Hunter, P.E.	Date Reg. No. 53168
C.A. #8394	
C104

-	- X \_ X -	-  X	X
"'""·n",.''."".."..,,
I

""""""""'""."
   311.7		 	N89°30 00"E

---
L	11
ELEVATI
K 3-1
 		1 3  1 2     1	  
I
17	  
        	1 1
1
I	 	- =-----
I
I
X	I
I
157	 	

6

I
 	  	/
I
I
I I
I I
I I

231     232     233    23    235  23	23

I

2 7	2
f--._ 3
'---  7    'I

•
290

2

305

3
•

327

326

325
I
' I
; I I
X
I
X

X	\\
"'----
 		'--.._   27	/	287	-..       308
I	;   86	309 . 	
'---	3101
I	'---
..........	311
za3'---/ '---	'--- 319	/
WETLANDS "1-1"	I
(5.614   C.)

I
X	""

282'---
/	"--- 318  '-._	I
'--....313 _ .I......_	'--- 	I
I	"-"-
I	"-"­
I	"-"-
/
0	278
314
7/
317	J
/
316  '/	/ /
X
X	'\'\
X	I \
IL
s	 	
2  76 277 /	'-._ 315 '-._
0

-'-"·'"-·"
-
ii1
i!l
-"
•

-  x	X	X

T, 500	 	
0

    j
'	"	468.	I
)	 		/
l

/	I

·"'"

SITE DATA:
NET PROJECT AREA: TOTA L
S89

106.7± ACRES
"' ·"·  "'	C

/
/
/
- · - - I T
      	I
gl  j	o	-

o.O'R/W
>T-~Y,-t-   f-     -++--  TY,  --+   f-     7--1	/
/,	-
1//
/
;	11
I	I	2 I O'
I	I	TYP
/
i!l
* NOTES:
MINIMUM BUILDING SETBACK FOR A FRONT ENTRY GARAGE IS .O'. .
I	I
I
I	:..J
u	5,750  S.F.      I	,325  S.F.   t_;

/'/////////////	

/

UILDING CONTRACTOR
:E 1 -£
0
MIN. LOT
I
MIN. LOT _g
1i	/
T O PLANT 2 TREES PER
LOT.
I	I	I
I	I	I
GRAPHIC SCALE
7	150
,oo	/
I	I	I
. 5 . 0
10. •	/
I    IL      ..
I•     11	TYP	yp
L1 	/

ACE EXI STS PER COUNTY CODE BUT I IS NOT

SC ALE: I inch 150 ft.
iii  "
/	p::

---	

I_ 		I
I
I
 	 /	/ /
/
\	/	:,;
/
X	-	/
/
/	/
X	/	/
..c
z
=====5;':C:O:N:,,:R:E::T,E:
D:E:W:A:L;K	===  :::=::::::C/	1/
I	/;;
/	r	- -	;;;	I

"z0
ran	 	
i
0"
6
N
- - - - - - - - -

PROPOSED TYPICAL 50' WIDE	TS
N.T.S.

ES, LOCA	GN WILL B
-- --§

KEYMAP
N.T.5.
I
I

'

x-	x -     x -    x-	x

x-	x -
X
I
X
)  [{-m:  ,
I
X

I
X

CK FOR A FRONT
ENT Y GARAGE IS 20.

BUil ING C NTRACTOR

  

I
 	 	I
_ 	J
/

\\	H
E      -••(
'-.,	,(' ·•.
 		 	 	I
za	1/	I
* "
STATE OF

.••' ,.,_,
••	OFFSITE GL RE.
S   T	IXTURES TO PREVENT
 		/	,(' .
,_,_,
. ..•<0.,•.s.
I	le
'	4,
0
0
§
0

ROJECT AREA =
85.41 AC	PABL

AC. - 21.29 AC

L BE PLANT D R PRESERVED:
E  OPABLE AREA = 		C=
N SPACE PER NIT IS REQUIRED.
80 SF x 332 UNI S = 126,16 SF (2.90 AC) OF REQUIRE PARK-AND-RECREAT ON SPACE.
139 ,89 SF (3.21 AC) OF PARK-AND-RECREATION SPACE IS PROVIDED.
5' CONCRETE SIDEWALK	/

/
/
- - - - - - - - ---- -
Thi,  tern has been d1B•tal        n	,
r	Hun    u,inga digrtal signature on the d   indicated,   P,;nied ,:opie   f th is document a e not considered signed and sea ed and the sig nature must IH! ver f • o a y electron;ccop;e .
ARE PROVIDE VI TREE PLANTINGS PER LOT. (SEE TYPICAL LOT DETAILS)
19 TREES WILL BE ACCOUNTED FOR N THE PRESERVED TREES THAT EXIST IN THE WETLAND
SEE HATCH N KEP MAP FOR RECREATION AREA -

Btu n A Hunter. P. E. Reg. N.,. ';.1108

I) tc
0	PRESERVATION AREAS TO BRING THE TOTAL AM UN OF PROPOSED TREES TO 683.
x
C.i\. # .194	

24	EXHIBIT 11A - SITE PLAN

SECTION IX
RESOLUTION 2021-05

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE ASTONIA COMMUNITY DEVELOPMENT DISTRICT SETTING A PUBLIC HEARING TO BE HELD ON THURSDAY, MAY 20, 2021 AT 1:00 P.M. AT THE OFFICES OF CASSIDY HOMES, 346
E. CENTRAL AVE., WINTER HAVEN, FL 33880 FOR THE PURPOSE OF HEARING PUBLIC COMMENT ON IMPOSING SPECIAL ASSESSMENTS ON CERTAIN PROPERTY WITHIN THE DISTRICT GENERALLY DESCRIBED AS THE ASTONIA COMMUNITY DEVELOPMENT DISTRICT IN ACCORDANCE WITH CHAPTERS 170, 190 AND 197, FLORIDA STATUTES.

WHEREAS, the Board of Supervisors (the “Board”) of the Astonia Community Development District (the “District”) has previously adopted Resolution 2021-04 entitled:

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE ASTONIA COMMUNITY DEVELOPMENT DISTRICT ADOPTING AND CONFIRMING THE ASSESSMENT REPORT; ADOPTING AND CONFIRMING THE ENGINEER’S REPORT; DECLARING SPECIAL ASSESSMENTS; INDICATING THE LOCATION, NATURE AND ESTIMATED COST OF THOSE INFRASTRUCTURE IMPROVEMENTS WHOSE COST IS TO BE DEFRAYED BY THE SPECIAL ASSESSMENTS; PROVIDING THE MANNER IN WHICH SUCH SPECIAL ASSESSMENTS SHALL BE MADE; PROVIDING WHEN SUCH SPECIAL ASSESSMENTS SHALL BE PAID; DESIGNATING LANDS UPON WHICH THE SPECIAL ASSESSMENTS SHALL BE LEVIED; PROVIDING FOR AN ASSESSMENT PLAT; ADOPTING A PRELIMINARY ASSESSMENT ROLL; PROVIDING FOR PUBLICATION OF THIS RESOLUTION.

WHEREAS, in accordance with Resolution 2021-04, a preliminary assessment roll has been prepared and all other conditions precedent set forth in Chapters 170, 190 and 197, Florida Statutes, to the holding of the aforementioned public hearing have been satisfied, and the roll and related documents are available for public inspection at the offices of the District Manager, Governmental Management Services – Central Florida, LLC, 219 E. Livingston Street, Orlando, Florida 32801 (the “District Office”).

NOW THEREFORE BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE ASTONIA COMMUNITY DEVELOPMENT DISTRICT:

SECTION 1. There is hereby declared a public hearing to be held at 1:00 p.m. on Thursday, May 20, 2021 at the offices of Cassidy Homes, 346 E. Central Ave., Winter Haven, Florida 33880, for the purpose of hearing comment and objections to the proposed special assessment program for District improvements as identified in the preliminary assessment roll, a copy of which is on file. Affected parties may appear at that hearing or submit their comments in writing prior to the hearing to the office of the District Manager, Governmental Management Services – Central Florida, LLC, 219 E. Livingston Street, Orlando, Florida 32801.

1
SECTION 2. Notice of said hearing shall be advertised in accordance with Chapters 170, 190 and 197, Florida Statutes, and the District Manager is hereby authorized and directed to place said notice in a newspaper(s) of general circulation within Polk County (by two publications one week apart with the first publication at least twenty (20) days prior and the last publication shall be at least one (1) week prior to the date of the hearing established herein). The District Manager shall file a publisher's affidavit with the District Secretary verifying such publication of notice. The District Manager is further authorized and directed to give thirty (30) days’ written notice by mail of the time and place of this hearing to the owners of all property to be assessed and include in such notice the amount of the assessment for each such property owner, a description of the areas to be improved and notice that information concerning all assessments may be ascertained at the District Office. The District Manager shall file proof of such mailing by affidavit with the District Secretary.
SECTION 3.	This Resolution shall become effective upon its passage.
PASSED AND ADOPTED this 14th day of April 2021.
ATTEST:	ASTONIA COMMUNITY DEVELOPMENT DISTRICT

Secretary/Assistant Secretary	Chairperson, Board of Supervisors

2

SECTION X
RESOLUTION 2021-06

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE ASTONIA COMMUNITY DEVELOPMENT DISTRICT DESIGNATING A DATE, TIME AND LOCATION OF A PUBLIC HEARING REGARDING THE DISTRICT'S INTENT TO USE THE UNIFORM METHOD FOR THE LEVY, COLLECTION, AND ENFORCEMENT OF NON-AD VALOREM SPECIAL ASSESSMENTS FOR THE EXPANSION PARCEL AS AUTHORIZED BY SECTION 197.3632, FLORIDA STATUTES; AUTHORIZING THE PUBLICATION OF THE NOTICE OF SUCH HEARING; AND PROVIDING AN EFFECTIVE DATE.

WHEREAS, the Astonia Community Development District (the “District”) is a local unit of special- purpose government duly organized and existing pursuant to the Uniform Community Development District Act of 1980, Chapter 190, Florida Statutes, as amended (the “Act”) and was established by Ordinance No. 2020-002, effective January 7, 2020 (“Establishing Ordinance”) of the Board of County Commissioners in and for Polk County, Florida (“County”), as amended by that Ordinance No. 2021-023 of the City, effective April 6, 2021 (the “Expansion Ordinance” and, together with Establishing Ordinance, the “Ordinance”); and

WHEREAS, the District pursuant to the provisions of Chapter 190, Florida Statutes, is authorized to levy, collect, and enforce certain special assessments, which include benefit and maintenance assessments and further authorizes the District’s Board of Supervisors (the “Board”) to levy, collect, and enforce special assessments pursuant to Chapters 170, 190 and 197, Florida Statutes; and

WHEREAS, the District previously determined its intent to utilize the Uniform Method for the levy, collection, and enforcement of non-ad valorem special assessments authorized by Section 197.3632, Florida Statutes (the “Uniform Method”); and

WHEREAS, effective April 6, 2021, the boundaries of the District were subsequently amended by Expansion Ordinance to add approximately 107.219 additional acres of land within the boundaries of the District (the “Expansion Parcels”); and

WHEREAS, the District now desires to use the Uniform Method for the levy, collection and enforcement of non-ad valorem special assessments with respect to the Expansion Parcels;

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

SECTION 1. A Public Hearing will be held to adopt the Uniform Method on Thursday, May 20, 2021, at 1:00 p.m. at 4900 Dundee Road, Winter Haven, Florida 33884, for the purpose of hearing comment and objections to the District’s intent to utilize the Uniform Method with respect to the Expansion Parcels.

SECTION 2.  The District Secretary is directed to publish notice of the hearing in accordance with Section 197.3632, Florida Statutes.
SECTION 3.	This Resolution shall become effective immediately upon its adoption.
[CONTINUE ON TO NEXT PAGE]

1
PASSED AND ADOPTED this 14th day of April 2021.

ATTEST:	ASTONIA COMMUNITY DEVELOPMENT
DISTRICT

Secretary/Assistant Secretary	Chairperson, Board of Supervisors

2

SECTION XI
Hopping Green & Sams
Attorneys and Counselors
January 28, 2021

Astonia Community Development District c/o Governmental Management Services 219 East Livingston Street
Orlando, Florida 32801

Re:	Astonia Community Development District Dear District Manager:
The fee agreement in place between our firm and the District contemplates annual adjustments to the hourly billing after an annual evaluation by our firm. The firm is respectfully submitting this notification of increase in our standard hourly rates. The District will still benefit from a reduction in hourly rates as an existing client of the firm. My hourly rate will be $365. The hourly rate of the associate most likely to provide services to the District will range from $265 to
$285. The rate for paralegal services will be $160. The updated hourly rates will become effective with the February billing statement, covering January 2021 time.

As always, we will continue to implement cost-effective strategies to minimize legal expenses for the District while at the same time providing thoughtful and comprehensive services.

If you have any questions, please feel free to call. We thank you for the opportunity to be of service.

Roy Van Wyk
RVW/lk

cc:	Reggie Baxter, Chairman

Accepted:

Chair, Board of Supervisors

Date: --------------

Post Office Box 6526	Tallahassee, Florida 32314	119 S. Monroe Street. Suite 300 (32301)	850.222.7500	850.224.8551 fax	www.hgslaw.com

SECTION XII

February 26, 2021 Board of Supervisors
Astonia Community Development District
c/o GMS - CFL, LLC
219 E. Livingston Street Orlando, FL 32801
951 Yamato Road ▪ Suite 280 Boca Raton, Florida  33431 (561) 994-9299 ▪ (800) 299-4728
Fax (561) 994-5823
www.graucpa.com

We are pleased to confirm our understanding of the services we are to provide Astonia Community Development District, Polk County, Florida (“the District”) for the fiscal year ended September 30, 2020, with the option of four (4) additional one-year renewals. We will audit the financial statements of the governmental activities and each major fund, including the related notes to the financial statements, which collectively comprise the basic financial statements of Astonia Community Development District as of and for the fiscal year ended September 30, 2020, with the option of four (4) additional one-year renewals. In addition, we will examine the District’s compliance with the requirements of Section 218.415 Florida Statutes. This letter  serves to renew our agreement and establish the terms and fee for the 2020 audit.
Accounting standards generally accepted in the United States of America provide for certain required supplementary information (RSI), such as management’s discussion and analysis (MD&A), to supplement the District’s basic financial statements. Such information, although not a part of the basic financial statements, is required by the Governmental Accounting Standards Board who considers it to be an essential part of financial reporting for placing the basic financial statements in an appropriate operational, economic, or historical context. As part of our engagement, we will apply certain limited procedures to the District’s RSI in accordance with auditing standards generally accepted in the United States of America. These limited procedures will consist of inquiries of management regarding the methods of preparing the information and comparing the information for consistency with management’s responses to our inquiries, the basic financial statements, and other knowledge we obtained during our audit of the basic financial statements. We will not express an opinion or provide any assurance on the information because the limited procedures do not provide us with sufficient evidence to express an opinion or provide any assurance.
The following RSI is required by generally accepted accounting principles and will be subjected to certain limited procedures, but will not be audited:
Management’s Discussion and Analysis.
Budgetary comparison schedule
Audit Objectives
The objective of our audit is the expression of opinions as to whether your financial statements are fairly presented, in all material respects, in conformity with U.S. generally accepted accounting principles and to report on the fairness of the supplementary information referred to in the second paragraph when considered in relation to the financial statements as a whole. Our audit will be conducted in accordance with auditing standards generally accepted in the United States of America and the standards for financial audits contained in Government Auditing Standards, issued by the Comptroller General of the United States, and will include tests of the accounting records of the District and other procedures we consider necessary to enable us to express such opinions. We will issue a written report upon completion of our audit of the District’s financial statements. We cannot provide assurance that an unmodified opinion will be expressed. Circumstances may arise in which it is necessary for us to modify our opinion or add emphasis-of-matter or other-matter paragraphs. If our opinion on the financial statements is other than unmodified, we will discuss the reasons with you in advance. If, for any reason, we are unable to complete the audit or are unable to form or have not formed an opinion, we may decline to express an opinion or issue a report, or may withdraw from this engagement.
We will also provide a report (that does not include an opinion) on internal control related to the financial statements and compliance with the provisions of laws, regulations, contracts, and grant agreements, noncompliance with which could have a material effect on the financial statements as required by Government Auditing Standards. The report on internal control and on compliance and other matters will include a paragraph that states (1) that the purpose of the report is solely to describe the scope of testing of internal control and compliance, and the results of that testing, and not to provide an opinion on the effectiveness of the District’s internal control on compliance, and (2) that the report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the District’s internal control and compliance. The paragraph will also state that the report is not suitable for any other purpose. If during our audit we become aware that the District is subject to an audit requirement that is not encompassed in the terms of this engagement, we will communicate to management and those charged with governance that an audit in accordance with U.S. generally accepted auditing standards
Astonia Community Development District	Page 2

and the standards for financial audits contained in Government Auditing Standards may not satisfy the relevant legal, regulatory, or contractual requirements.
Examination Objective
The objective of our examination is the expression of an opinion as to whether the District is in compliance with Florida Statute
218.415 in accordance with Rule 10.556(10) of the Auditor General of the State of Florida. Our examination will be conducted in accordance with attestation standards established by the American Institute of Certified Public Accountants and will include tests of your records and other procedures we consider necessary to enable us to express such an opinion. We will issue a written report upon completion of our examination of the District’s compliance. The report will include a statement that the report is intended solely for the information and use of management, those charged with governance, and the Florida Auditor General, and is not intended to be and should not be used by anyone other than these specified parties. We cannot provide assurance that an unmodified opinion will be expressed. Circumstances may arise in which it is necessary for us to modify our opinion or add emphasis-of-matter or other-matter paragraphs. If our opinion on the District’s compliance is other than unmodified, we will discuss the reasons with you in advance. If, for any reason, we are unable to complete the examination or are unable to form or have not formed an opinion, we may decline to express an opinion or issue a report, or may withdraw from this engagement.
Other Services
We will assist in preparing the financial statements and related notes of the District in conformity with U.S. generally accepted accounting principles based on information provided by you. These non-audit services do not constitute an audit under Government Auditing Standards and such services will not be conducted in accordance with Government Auditing Standards. The other services are limited to the financial statement services previously defined. We, in our sole professional judgment, reserve the right to refuse to perform any procedure or take any action that could be construed as assuming management responsibilities.
Management Responsibilities
Management is responsible for the financial statements and all accompanying information as well as all representations contained therein. Further, management is responsible for compliance with Florida Statute 218.415 and will provide us with the information required for the examination. The accuracy and completeness of such information is also management’s responsibility. As part of the audit, we will assist with preparation of your financial statements and related notes in conformity with U.S. generally accepted accounting principles based on information provided by you. These nonaudit services do not constitute an audit under Government Auditing Standards and such services will not be conducted in accordance with Government Auditing Standards. You agree to assume all management responsibilities relating to the financial statements and related notes and any other nonaudit services we provide. You will be required to acknowledge in the management representation letter our assistance with preparation of the financial statements and related notes and that you have reviewed and approved the financial statements and related notes prior to their issuance and have accepted responsibility for them. In addition, you will be required to make certain representations regarding compliance with Florida Statute 218.415 in the management representation letter. Further, you agree to oversee the nonaudit services by designating an individual,  preferably from senior management, who possesses suitable skill, knowledge, or experience; evaluate the adequacy and results of those services; and accept responsibility for them.
Management is responsible for establishing and maintaining effective internal controls, including evaluating and monitoring ongoing activities, to help ensure that appropriate goals and objectives are met; following laws and regulations; and ensuring that management is reliable and financial information is reliable and properly reported. Management is also responsible for implementing systems designed to achieve compliance with applicable laws, regulations, contracts, and grant agreements. You are also responsible for the selection and application of accounting principles, for the preparation and fair presentation of the financial statements and all accompanying information in conformity with U.S. generally accepted accounting principles, and for compliance with applicable laws and regulations and the provisions of contracts and grant agreements.
Management is also responsible for making all financial records and related information available to us and for the accuracy and completeness of that information. You are also responsible for providing us with (1) access to all information of which you are aware that is relevant to the preparation and fair presentation of the financial statements, (2) additional information that we may request for the purpose of the audit, and (3) unrestricted access to persons within the government from whom we determine it necessary to obtain audit evidence.
Your responsibilities include adjusting the financial statements to correct material misstatements and for confirming to us in the written representation letter that the effects of any uncorrected misstatements aggregated by us during the current engagement and pertaining to the latest period presented are immaterial, both individually and in the aggregate, to the financial statements taken as a whole. As part of our engagement, we may propose standard adjusting, or correcting journal entries to your financial statements. You are responsible for reviewing the entries and understanding the nature of the proposed entries and the impact they have on the financial statements.
You are responsible for the design and implementation of programs and controls to prevent and detect fraud, and for informing us about all known or suspected fraud affecting the government involving (1) management, (2) employees who have significant roles in internal control, and (3) others where the fraud could have a material effect on the financial statements. Your responsibilities include informing us of your knowledge of any allegations of fraud or suspected fraud affecting the government received in communications from employees, former employees, grantors, regulators, or others. In addition, you are responsible for identifying and ensuring that the government complies with applicable laws, regulations, contracts,
Astonia Community Development District	Page 3

agreements, and grants and for taking timely and appropriate steps to remedy fraud and noncompliance with provisions of laws, regulations, contracts or grant agreements, or abuse that we report.
Management is responsible for establishing and maintaining a process for tracking the status of audit findings and recommendations. Management is also responsible for identifying and providing report copies of previous financial audits, attestation engagements, performance audits or other studies related to the objectives discussed in the Audit Objectives section of this letter. This responsibility includes relaying to us corrective actions taken to address significant findings and recommendations resulting from those audits, attestation engagements, performance audits, or other studies. You are also responsible for providing management’s views on our current findings, conclusions, and recommendations, as well as your planned corrective actions, for the report, and for the timing and format for providing that information.
With regard to the electronic dissemination of audited financial statements, including financial statements published electronically on your website, you understand that electronic sites are a means to distribute information and, therefore, we are not required to read the information contained in these sites or to consider the consistency of other information in the  electronic site with the original document.
Audit Procedures—General
An audit includes examining, on a test basis, evidence supporting the amounts and disclosures in the financial statements; therefore, our audit will involve judgment about the number of transactions to be examined and the areas to be tested. An audit also includes evaluating the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluating the overall presentation of the financial statements. We will plan and perform the audit to obtain reasonable rather than absolute assurance about whether the financial statements are free of material misstatement, whether from (1) errors, (2) fraudulent financial reporting, (3) misappropriation of assets, or (4) violations of laws or governmental regulations that are attributable to the government or to acts by management or employees acting on behalf of the government. Because the determination of abuse is subjective, Government Auditing Standards do not expect auditors to provide reasonable assurance of detecting abuse.
Because of the inherent limitations of an audit, combined with the inherent limitations of internal control, and because we will not perform a detailed examination of all transactions, there is a risk that material misstatements may exist and not be detected by us, even though the audit is properly planned and performed in accordance with U.S. generally accepted auditing standards and Government Auditing Standards. In addition, an audit is not designed to detect immaterial misstatements or violations of laws or governmental regulations that do not have a direct and material effect on the financial statements. Our responsibility as auditors is limited to the period covered by our audit and does not extend to later periods for which we are not engaged as auditors.
Our procedures will include tests of documentary evidence supporting the transactions recorded in the accounts, and may include tests of the physical existence of inventories, and direct confirmation of receivables and certain other assets and liabilities by correspondence with selected individuals, funding sources, creditors, and financial institutions. We will request written representations from your attorneys as part of the engagement, and they may bill you for responding to this inquiry. At the conclusion of our audit, we will require certain written representations from you about your responsibilities for the financial statements; compliance with laws, regulations, contracts, and grant agreements; and other responsibilities required by generally accepted auditing standards.
Audit Procedures—Internal Control
Our audit will include obtaining an understanding of the government and its environment, including internal control, sufficient to assess the risks of material misstatement of the financial statements and to design the nature, timing, and extent of further audit procedures. Tests of controls may be performed to test the effectiveness of certain controls that we consider relevant to preventing and detecting errors and fraud that are material to the financial statements and to preventing and detecting misstatements resulting from illegal acts and other noncompliance matters that have a direct and material effect on the financial statements. Our tests, if performed, will be less in scope than would be necessary to render an opinion on internal control and, accordingly, no opinion will be expressed in our report on internal control issued pursuant to Government Auditing Standards.
An audit is not designed to provide assurance on internal control or to identify significant deficiencies or material weaknesses. However, during the audit, we will communicate to management and those charged with governance internal control related matters that are required to be communicated under AICPA professional standards and Government Auditing Standards.
Audit Procedures—Compliance
As part of obtaining reasonable assurance about whether the financial statements are free of material misstatement, we will perform tests of the District’s compliance with the provisions of applicable laws, regulations, contracts, agreements, and grants. However, the objective of our audit will not be to provide an opinion on overall compliance and we will not express such an opinion in our report on compliance issued pursuant to Government Auditing Standards.
Engagement Administration, Fees, and Other
We understand that your employees will prepare all cash or other confirmations we request and will locate any documents selected by us for testing.
Astonia Community Development District	Page 4

However, subject to applicable laws and regulations, audit documentation and appropriate individuals will be made available upon request and in a timely manner to a cognizant or oversight agency or its designee, a federal agency providing direct or indirect funding, or the U.S. Government Accountability Office for purposes of a quality review of the audit, to resolve audit findings, or to carry out oversight responsibilities. We will notify you of any such request. If requested, access to such audit documentation will be provided under the supervision of Grau & Associates personnel. Furthermore, upon request, we may provide copies of selected audit documentation to the aforementioned parties. These parties may intend, or decide, to distribute the copies or information contained therein to others, including other governmental agencies. Notwithstanding the foregoing, the parties acknowledge that various documents reviewed or produced during the conduct of the audit may be public records under Florida law. The District agrees to notify Grau & Associates of any public record request it receives that involves audit documentation.

Furthermore, Grau & Associates agrees to comply with all applicable provisions of Florida law in handling such records, including but not limited to Section 119.0701, Florida Statutes. Auditor acknowledges that the designated public records custodian for the District is the District Manager (“Public Records Custodian”). Among other requirements and to the extent applicable by law, Grau & Associates shall 1) keep and maintain public records required by the District to perform the service;
upon request by the Public Records Custodian, provide the District with the requested public records or allow the records to be inspected or copied within a reasonable time period at a cost that does not exceed the cost provided in Chapter 119, Florida Statutes; 3) ensure that public records which are exempt or confidential, and exempt from public records disclosure requirements, are not disclosed except as authorized by law for the duration of the contract term and following the contract term if Auditor does not transfer the records to the Public Records Custodian of the District; and 4) upon completion of the contract, transfer to the District, at no cost, all public records in Grau & Associate’s possession or, alternatively, keep,  maintain and meet all applicable requirements for retaining public records pursuant to Florida laws. When such public records are transferred by Grau & Associates, Grau & Associates shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. All records stored electronically must be provided to the District in a format that is compatible with Microsoft Word or Adobe PDF formats.

IF GRAU & ASSOCIATES HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO ITS DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS AGREEMENT, CONTACT THE PUBLIC RECORDS CUSTODIAN AT 219 EAST LIVINGSTON STREET, ORLANDO, FLORIDA 32801 OR BY E-MAIL AT RECORDREQUEST@GMSCFL.COM OR BY PHONE AT (407) 841-5524.

This agreement provides for a contract period of one (1) year with the option of four (4) additional, one-year renewals upon the written consent of both parties. Our fee for these services will not exceed $4,300 for the September 30, 2020 unless there is a change in activity by the District which results in additional audit work or if additional Bonds are issued. The fees for the fiscal years 2021, 2022, 2023, and 2024 will not exceed $4,400, $4,500, $4,600 and $4,700, respectively, unless there is a change in activity by the District which results in additional audit work or if additional Bonds are issued.

All accounting records (including, but not limited to, trial balances, general ledger detail, vendor files, bank and trust statements, minutes, and confirmations) for the fiscal year ended September 30, 2020 must be provided to us no later than March 1, 2021, in order for us to complete the engagement and submit a preliminary draft audit report to the District no later than May 15, 2021. If the conditions are met for the auditor to submit a preliminary draft audit report to the District by May 15, 2021, and the District successfully provides all remaining items needed to complete the audit by June 1, 2021, than the auditor will submit a final audit report to the District to review no later than June 1, 2021.

We will complete the audit within prescribed statutory deadlines, which requires the District to submit its annual audit to the Auditor General no later than nine (9) months after the end of the audited fiscal year, with the understanding that your employees will provide information needed to perform the audit on a timely basis.

The audit documentation for this engagement will be retained for a minimum of five years after the report release date. If we are aware that a federal awarding agency or auditee is contesting an audit finding, we will contact the party(ies) contesting the audit finding for guidance prior to destroying the audit documentation.

Our invoices for these fees will be rendered each month as work progresses and are payable on presentation. Invoices will be submitted in sufficient detail to demonstrate compliance with the terms of this agreement. In accordance with our firm policies, work may be suspended if your account becomes 60 days or more overdue and may not be resumed until your account is paid in full. If we elect to terminate our services for nonpayment, our engagement will be deemed to have been completed upon written notification of termination, even if we have not completed our report. You will be obligated to compensate us for all time expended and to reimburse us for all out-of-pocket costs through the date of termination. The above fee is based on anticipated cooperation from your personnel and the assumption that unexpected circumstances will not be encountered during the audit. If significant additional time is necessary, we will discuss it with you and arrive at a new fee estimate.

The District may terminate this agreement, with or without consent, upon thirty (30) days written notice of termination to Grau  & Associates. Upon any termination of this agreement, Grau & Associates shall be entitled to payment of all work and/or services rendered up until the date of the notice of termination subject to any offsets the District may have against Grau & Associates.
Astonia Community Development District	Page 5

We will provide you with a copy of our most recent external peer review report and any letter of comment, and any subsequent peer review reports and letters of comment received during the period of the contract. Our 2019 peer review report accompanies this letter.

We appreciate the opportunity to be of service to Astonia Community Development District and believe this letter accurately summarizes the significant terms of our engagement. If you have any questions, please let us know. If you agree with the terms of our engagement as described in this letter, please sign the enclosed copy and return it to us.

Very truly yours, Grau & Associates

Antonio J. Grau

RESPONSE:
This letter correctly sets forth the understanding of Astonia Community Development District.

By:   		
Title:   		
Date:   		
Astonia Community Development District	Page 6

SECTION XIII
f l H :llbonds
Municipal Bond Specialists

April  8, 2021

Astonia Community Development District c/o Governmental Management Services 219 East Livingston Street
Orlando, Florida 32801 Attention: Ms. Jill Burns

Re:	Astonia CDD, Series 2021 Bonds Dear Ms. Burns :
We are writing to provide you, as Astonia Conununity Development District (the "Issuer"), with certain disclosures relating to the captioned bond issue (the "Bonds"), as required by the Municipal Securities Rulemaking Board (MSRB) Rule G-17 as set forth in MSRB Notice 2012-25 (May 7, 2012) 1 (the "Notice").

The Issuer has engaged FMSbonds, Inc. ("FMS") to serve as underwriter , and not as a financial advisor or municipal advisor, in com1ection with the issuance  of the Bonds.  As  part of  our services as underwriter , FMS may provide  advice  concerning  the  structure , timing,  terms , and other similar matters concerning the issuance of the Bonds. We may also have provided such advice as part of the process of seeking to be selected to serve as your  underwriter.  Any  such  advice was provided by FMS as an underwriter and not as your  financial  advisor  in  this  transaction.

The specific parameters under which FMS will underwrite the Bonds will be set forth in a Bond Resolution adopted by the Board.

Pursuant to the Notice, we are required by the MSRB to advise you that:

MSRB Rule G-17 requires an underwriter to deal fairly at all times with both municipal issuers and investors.

The underwriter's primary role is to purchase the Bonds with a view to distribution in an arm's-length commercial transaction with the Issuer. As such, the underwriter has financial and other interests that differ from those of the Issuer.

1  Interpretive  Notice  Concerning  the  Application  of  MSRH  Rule  G- 17  to  underwriters  of   Municipal   Securities (effective August 2, 2012) .
Unlike a municipal advisor, the underwriter does not have a fiduciary duty to the Issuer under the federal securities laws and are, therefore, not required by federal law to act in the best interests of the Issuer without regard to their own financial or other in terests.

The underwriter has a duty to purchase the Bonds from the Issuer at a fair and reasonable price, but must balance that duty with its duty to sell the Bonds to investors at prices that are fair and reasonable.

As underwriter, we will review the disclosure document for the Bonds in accordance with, and as part of, our responsibilities to investors under the federal securities laws, as applied to the facts and circumstances of this transaction. 2

The underwriter will be compensated by a fee and/or an fee that will be set forth in the bond purchase agreement to be negotiated and entered into in connection with the issuance of the Bonds. Payment or receipt of the underwriting fee or discount will be contingent on the closing of the transaction and the amount of the fee or discount may be based, in whole or in pai1, on a percentage of the principal amount of the Bonds. While this form of compensation is customary in the municipal securities market, it presents a conflict of interest since an underwriter may have an incentive to recommend a transaction that is unnecessary or to recommend that the size of a transaction be larger than is necessary.

Please note nothing in this letter is an expressed nor an implied commitment by us to provide financing or to purchase or place the Bonds or any other securities. Any such commitment shall only be set f011h in a bond purchase agreement or other appropriate form of agreement for the type of transaction undertaken by you.

Further, our participation in any transaction (contemplated herein or otherwise) remains subject to, among other things , the execution of a bond purchase agreement (or other appropriate form of agreement), further internal review and approvals, satisfactory completion of our due diligence investigation and market conditions.

FMS is acting independently in seeking to act as an underwriter in the transactions contemplated herein and shall not be deemed for any purpose to be acting as an agent, joint venturer or partner of any other principal involved in the proposed financing. FMS assumes no responsibility , express or implied, for any actions or omissions of, or the performance of services by, the other underwriters in connection with the transactions contemplated herein or otherwise.

If you or any other Issuer representatives have any questions or concerns about these disclosures, please make those questions or concerns known immediately to the undersigned. In addition, Issuer should consult with its own financial , municipa l, legal, a ccounting, tax and other advisors, as applicable , to the extent it deems appropriate.

2 Under federal securitie s law, an issuer of securities has the primary responsibility for disclosure to i nves tors. The review of the official statement by the underwriters is solely for purposes of satisfying the underwriters' obligations under the federal securities laws and such review should not be construed by an issuer as a guarantee of the accuracy or completeness of the information in the official statement.

It is our understanding that you have the authority to bind the Issuer  by contract  with  us, and that you are not a party to any conflict of interest relating to the subject transaction. If our understanding is incorrect , pleas e not if y the undersigned immediate ly.

The MSRB requires that we seek your acknowledgement that you have received this letter. Accordingly , please send me an email to that effect, or sign and return the enclosed copy of this letter to me at the address set forth above within five (5) busines s days of the date of this letter. Depending on the structure of the transaction that the Issuer decides to pursue, or if additional actual or perceived material conflicts are identified , we may be required to send you additional disclosures. At that time , we also will seek your acknowledgement of receipt of any such additional disclosures.

We look forward to working with you and the Issuer in connection with the issuance of the Bonds, and we appreciate the opportunity to assist with your financing need. Thank you.

Acknowledgement:

Astonia Community Development District

By:_ _ _
_ _ _ _
_ _ _
_ _ _ _ _

SECTION XIV

SECTI..O	·C

SECTION 1
ASTONIA
Community Development District
Summary of Checks

January 31, 2021 to February 28, 2021

	Bank	Date	Check No.'s	Amount		
General Fund		1/22/21	23-25	$	16,204.22	
		1/28/21	26	$	3,471.91	
		1/29/21	27	$	1,500.00	
		2/26/21	28	$	438.08	

ASTONIA
Community Development District
Summary of Checks

March 01, 2021 to April 07, 2021

General Fund

3/15/21	29-30	$
4/6/21	31-33	$

4,888.15
14,950.00

.	.	.
S ECTION 2

Astonia
Community Development District

Unaudited Financial Reporting
February 28, 2021

Table of Contents

 	Balance Sheet

 	General Fund

 	Debt  Service Fund

 	Capital Projects Fund 5-6	 			Month to Month
Astonia
Community Development District Combined Balance Sheet February 28, 2021

General Fund	Debt Service Fund	Capital Projects Fund	Totals Governmental Funds	

Assets:				
Operating Account	$	6,971	$	-	$	-	$	6,971			
Investments				
Series 2020				
Reserve	$	-	$	220,403	$	-	$	220,403			
Interest	$	-	$	88,446	$	-	$	88,446			
Revenue	$	-	$	2	$	-	$	2			
Construction	$	-	$	-	$	2	$	2			
Cost of Issuance	$	-	$	-	$	292	$	292			
Due From Developer	$	25,000	$	-	$	-	$	25,000			
Total Assets	$	31,971	$	308,851	$	294	$	341,116			

Liabilities:				
Accounts Payable	$	11,990	$	-	$	-	$	11,990			
Retainage Payable	$	-	$	-	$	79,282	$	79,282			
Total Liabilities	$	11,990	$	-	$	79,282	$	91,273			

Fund Balances:				
Unassigned	$	19,981	$	-	$	-	$	19,981			
Assigned For Debt Service	$	-	$	308,851	$	-	$	308,851			
Reserved For Capital Projects	$	-	$	-	$	(78,988)	$	(78,988)			
Total Fund Balances	$	19,981	$	308,851	$	(78,988)	$	249,844			
				
Total Liabilities & Fund Balance	$	31,971	$	308,851	$	294	$	341,116			

1
Astonia
Community Development District General Fund
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending February 28, 2021

Adopted	Prorated Budget	Actual		
Budget	Thru 02/28/21	Thru 02/28/21	Variance	

Revenues					
Developer Contributions	$	154,915	$	55,000	$	55,000	$	-	
Total Revenues	$	154,915	$	55,000	$	55,000	$	-	

Expenditures:					
General & Administrative:					
Supervisor Fees	$	12,000	$	5,000	$	-	$	5,000	
Engineering	$	15,000	$	6,250	$	-	$	6,250	
Attorney	$	25,000	$	10,417	$	10,129	$	287	
Annual Audit	$	4,000	$	-	$	-	$	-	
Assessment Administration	$	5,000	$	-	$	-	$	-	
Dissemination	$	5,000	$	2,083	$	2,083	$	(0)	
Arbitrage	$	650	$	-	$	-	$	-	
Trustee Fees	$	3,550	$	-	$	-	$	-	
Management Fees	$	35,000	$	14,583	$	14,583	$	(0)	
Information Technology	$	2,350	$	979	$	625	$	354	
Telephone	$	300	$	125	$	-	$	125	
Postage & Delivery	$	1,000	$	417	$	18	$	399	
Insurance	$	5,000	$	5,000	$	5,000	$	-	
Printing & Binding	$	1,000	$	417	$	44	$	373	
Legal Advertising	$	10,000	$	4,167	$	943	$	3,223	
Other Current Charges	$	5,000	$	2,083	$	690	$	1,393	
Office Supplies	$	625	$	260	$	8	$	253	
Boundary Amendment Expense	$	-	$	-	$	1,500	$	(1,500)	
Dues, Licenses & Subscriptions	$	175	$	175	$	175	$	-	
Total General & Administrative:	$	130,650	$	51,956	$	35,799	$	16,157	
Operations & Maintenance					
Field Services
Property Insurance	
$	5,000	
$	-	
$	-	
$	-	
Field Management	$	3,750	$	-	$	-	$	-	
Landscape Maintenance	$	9,490	$	-	$	-	$	-	
Landscape Replacement	$	850	$	-	$	-	$	-	
Streetlights	$	1,575	$	-	$	-	$	-	
Electric	$	225	$	-	$	-	$	-	
Water & Sewer	$	90	$	-	$	-	$	-	
Sidewalk & Asphalt Maintenance	$	125	$	-	$	-	$	-	
Irrigation Repairs	$	625	$	-	$	-	$	-	
General Repairs & Maintenance	$	1,250	$	-	$	-	$	-	
Contingency	$	625	$	-	$	-	$	-	
Total Operations & Maintenance	$	23,605	$	-	$	-	$	-	
					
Total Expenditures	$	154,255	$	51,956	$	35,799	$	16,157	
					
Excess Revenues (Expenditures)	$	660		$	19,201		
					
Fund Balance - Beginning	$	-		$	780		
					
Fund Balance - Ending	$	660		$	19,981		

2				
Astonia
Community Development District Debt Service Funds
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending February 28, 2021

Adopted	Prorated Budget	Actual		
Budget	Thru 02/28/21	Thru 02/28/21	Variance	

Revenues			
Interest	$	-	$	-	$	7	$	7	
Total Revenues	$	-	$	-	$	7	$	7	

Expenditures:			
Interest Payment - 11/1	$	-	$	-	$	-	$	-	
Interest Payment - 5/1	$	-	$	-	$	-	$	-	
Total Expenditures	$	-	$	-	$	-	$	-	

Other Financing Sources/(Uses)			

Transfer In/Out	
$	-	$	-	$	(5)	
$	(5)	
Total Other Financing Sources (Uses)	$	-	$	-	$	(5)	$	(5)	
			
Excess Revenues (Expenditures)	$	-	$	2		
			
Fund Balance - Beginning	$	-	$	308,849		
			
Fund Balance - Ending	$	-	$	308,851		

3
Astonia
Community Development District Capital Projects Fund
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending February 28, 2021

Adopted	Prorated Budget	Actual		
Budget	Thru 02/28/21	Thru 02/28/21	Variance	

Revenues			
Interest	$	-	$	-	$	24	$	24	
Total Revenues	$	-	$	-	$	24	$	24	

Expenditures:			
Capital Outlay	$	-	$	-	$	1,251,473	$	(1,251,473)	
Capital Outlay - Cost Of Issuance	$	-	$	-	$	6,341	$	(6,341)	
Total Expenditures	$	-	$	-	$	1,257,814	$	(1,257,814)	

Other Financing Sources/(Uses)			

Transfer In/Out	
$	-	$	-	$	5	
$	5	
Total Other Financing Sources (Uses)	$	-	$	-	$	5	$	5	
			
Excess Revenues (Expenditures)	$	-	$	(1,257,785)		
			
Fund Balance - Beginning	$	-	$	1,178,797		
			
Fund Balance - Ending	$	-	$	(78,988)		

4
Astonia
Community Development District Month to Month

Revenues							

Developer Contributions	
$	5,000	
$	-	
$	25,000	
$	-	
$	25,000	
$	-    $	-    $	-    $	-    $	-    $	-    $	-    $	55,000	
Total Revenues	$	5,000	$	-	$	25,000	$	-	$	25,000	$	-    $	-    $	-    $	-    $	-    $	-    $	-    $	55,000	

Expenditures:							
General & Administrative:							
Supervisor Fees	$	-	$	-	$	-	$	-	$	-	$	-     $	-     $	-     $	-     $	-     $	-     $	-     $	-	
FICA Expense	$	-	$	-	$	-	$	-	$	-	$	-     $	-     $	-     $	-     $	-     $	-     $	-     $	-	
Annual Audit	$	-	$	-	$	-	$	-	$	-	$	-     $	-     $	-     $	-     $	-     $	-     $	-     $	-	
Trustee Fees	$	-	$	-	$	-	$	-	$	-	$	-     $	-     $	-     $	-     $	-     $	-     $	-     $	-	
Dissemination	$	417	$	417	$	417	$	417	$	417	$	-    $	-    $	-    $	-    $	-    $	-    $	-    $	2,083	
Arbitrage	$	-	$	-	$	-	$	-	$	-	$	-     $	-     $	-     $	-     $	-     $	-     $	-     $	-	
Engineering	$	-	$	-	$	-	$	-	$	-	$	-     $	-     $	-     $	-     $	-     $	-     $	-     $	-	
Attorney	$	1,605	$	146	$	1,707	$	1,429	$	5,243	$	-    $	-    $	-    $	-    $	-    $	-    $	-    $	10,129	
Assessment Administration	$	-	$	-	$	-	$	-	$	-	$	-     $	-     $	-     $	-     $	-     $	-     $	-     $	-	
Management Fees	$	2,917	$	2,917	$	2,917	$	2,917	$	2,917	$	-    $	-    $	-    $	-    $	-    $	-    $	-    $	14,583	
Information Technology	$	125	$	125	$	125	$	125	$	125	$	-    $	-    $	-    $	-    $	-    $	-    $	-    $	625	
Telephone	$	-	$	-	$	-	$	-	$	-	$	-     $	-     $	-     $	-     $	-     $	-     $	-     $	-	
Postage & Delivery	$	3	$	-	$	1	$	14	$	1	$	-    $	-    $	-    $	-    $	-    $	-    $	-    $	18	
Insurance	$	5,000	$	-	$	-	$	-	$	-	$	-    $	-    $	-    $	-    $	-    $	-    $	-    $	5,000	
Printing & Binding	$	39	$	1	$	-	$	-	$	3	$	-    $	-    $	-    $	-    $	-    $	-    $	-    $	44	
Legal Advertising	$	505	$	-	$	-	$	438	$	-	$	-    $	-    $	-    $	-    $	-    $	-    $	-    $	943	
Other Current Charges	$	65	$	265	$	120	$	120	$	120	$	-    $	-    $	-    $	-    $	-    $	-    $	-    $	690	
Office Supplies	$	3	$	3	$	0	$	-	$	3	$	-    $	-    $	-    $	-    $	-    $	-    $	-    $	8	
Boundary Amendment Expense	$	-	$	-	$	-	$	1,500	$	-	$	-    $	-    $	-    $	-    $	-    $	-    $	-    $	1,500	
Property Taxes	$	-	$	-	$	-	$	-	$	-	$	-     $	-     $	-     $	-     $	-     $	-     $	-     $	-	
Dues, Licenses & Subscriptions	$	175	$	-	$	-	$	-	$	-	$	-    $	-    $	-    $	-    $	-    $	-    $	-    $	175	
Total General & Administrative:	$	10,853	$	3,873	$	5,286	$	6,959	$	8,829	$	-    $	-    $	-    $	-    $	-    $	-    $	-    $	35,799	

5
Astonia
Community Development District Month to Month

	Oct	Nov	Dec	Jan	Feb	Mar	Apr	May	Jun	Jul	Aug	Sep	Total		

Operations & Maintenance															
Field Services
Property Insurance	

$	

- $	

- $	

- $	

- $	

- $	

- $	

- $	

- $	

- $	

- $	

- $	

- $	

-	
Field Management	$	- $	- $	- $	- $	- $	- $	- $	- $	- $	- $	- $	- $	-	
Landscape Maintenance	$	- $	- $	- $	- $	- $	- $	- $	- $	- $	- $	- $	- $	-	
Landscape Replacement	$	- $	- $	- $	- $	- $	- $	- $	- $	- $	- $	- $	- $	-	
Streetlights	$	- $	- $	- $	- $	- $	- $	- $	- $	- $	- $	- $	- $	-	
Electric
Water & Sewer
Sidewalk & Asphalt Maintenance Irrigation Repairs	$

$	-     $

-     $	-     $

-     $	-     $

-     $	-     $

-     $	-     $

-     $	-     $

-     $	-     $

-     $	-     $

-     $	-     $

-     $	-     $

-     $	-     $

-     $	-     $

-     $	-

-	
General Repairs & Maintenance	$	- $	- $	- $	- $	- $	- $	- $	- $	- $	- $	- $	- $	-	
Contingency	$	- $	- $	- $	- $	- $	- $	- $	- $	- $	- $	- $	- $	-	
Total Maintenance	$	- $	- $	- $	- $	- $	- $	- $	- $	- $	- $	- $	- $	-	

Total Expenditures	$	10,853	$	3,873	$	5,286	$	6,959	$	8,829	$	-    $	-    $	-    $	-    $	-    $	-    $	-    $	35,799	
							
Excess Revenues (Expenditures)	$	(5,853)	$	(3,873)	$	19,714	$	(6,959)	$	16,171	$	-    $	-    $	-    $	-    $	-    $	-    $	-    $	19,201	

6

SECTION 3
Requisition	Payee/Vendor	Amount	
21	Atlantic TNG, LLC	$	3,807.00	
22	Ferguson Waterworks	$	44,042.87	
23	Tucker Paving, Inc.	$	248,589.17	
	TOTAL	$	296,439.04