Wind Meadows South Community Development District
219 East Livingston Street- Orlando - Florida - 32801

January 29, 2026

City of Bartow- City Managers Office 450 N Wilson Avenue
Bartow, Florida 33830
Attn: Mike Herr- City Manager

Re:	Wind Meadows South Community Development District Initial Public Facilities Report Dear Mr. Herr;
Pursuant to Section 189.008, Florida Statutes {the "Statute"), each independent special District in Florida is required to submit an initial public facflitfes report (the "Report") to each local general-purpose government in which it is located within the first year of establishment. Enclosed to comply with the requirements of the Statute is the Report for the Wind Meadows South Community Development District (the "District"), dated January 28, 2026.

It is my understanding that the next "Special District's due date for filing the Report with the Local General-Purpose Government" for Bartow, Florida is October 1, 2029 (the "Submittal Date"). The District will send annual update letter identifying any changes to the Report prior to the next Submittal Date when a fully updated Report will be submitted.

Should you have any questions or comments, please feel free to contact me at cadams@gmstnn.com or phone (865) 250-1617.

Chris Adams
Compliance Administrator

cc:	District Manager
District Counsel District Engineer

Exhibit A
Public Facilities Report

WIND MEADOWS SOUTH COMMUNITY DEVELOPMENT DISTRICT INITIAL PUBLIC FACILITIES REPORT- DATED JANUARY 28, 2026

PURPOSE AND SCOPE

This Initial Public Facilities Report attached as Exhibit A, is provided for the Wind Meadows South Community Development District (the "District") to comply with the requirement of Section 189.08, Florida Statutes, regarding the preparation and filing of a Special District Public Facilities Report.

PUBLIC FACILITIES

The District may currently own, operate or maintain certain of the public improvements comprising a portion of the District's "Capital Improvement Plan," as described in the District's Engineer's Report for the Wind Meadows South Community Development District dated June 1, 2021, (the "Engineer's Report"), a copy of which is attached hereto as Exhibit B. The public improvements are located within the District (or adjacent thereto) and are intended to have the capacity necessary to provide services to the planned units listed in the Engineer's Report.

Ill.   PROPOSED EXPANSIONS (7 YEAR HORIZON)

The District does not have plans to build, improve, or expand public improvements or community facilities within the District over the next seven years. Provided however, the district may construct or acquire components of the Capital Improvement Plan within the District's boundaries.

REPLACEMENT OF FACILITIES (10 YEAR HORIZON)

The District does not propose to replace any public facilities within the next 10 years.

CHAPTER 189, FLORIDA STATUTES

Attached as Exhibit C is a copy of Section 189.08, Florida Statutes for reference purposes only.

ExhibitB
Engineer's Report

1-IUNTER
ENGINEERING

WIND MEADOWS SOUTH COMMUNITY DEVELOPMENT DISTRICT

ENGINEER�S REPORT
OF CAPITAL IMPROVEMENTS

Prepared For

BOARD OF SUPERVISORS WIND MEADOWS SOUTH
COMMUNITY DEVELOPMENT DISTRICT

Prepared by:

Hunter Engineering, Inc.
4900 Dundee Road Winter Haven, FL 33884
863-676-7770

June 1, 2021

WIND MEADOWS SOUTH COMMUNITY DEVELOPMENT DISTRICT

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

LIST OF EXHIBITS

EXHIBIT 1

EXHIBIT 2 {Composite)

EXHIBIT 3

EXHIBIT 4

EXHIBIT 5

EXHIBIT 6

EXHIBIT 7

EXHIBIT 8

EXHIBIT 9

Location Map with District Boundary

Legal Description & Sketch of Boundary

Zoning Map

Future Land Use Map

Drainage Flow Pattern Map

Utility Location Map

Summary of District Facilities

Summary of Opinion of Probable Costs

Overall Site Plan

3

ENGINEER'S REPORT WIND MEADOWS SOUTH
COMMUNITY DEVELOPMENT DISTRICT

INTRODUCTION

The Wind Meadows South Community Development District (the "District" or the "COD") is generally located on the west side of E.F. Griffin Road approximately 1.40 miles north of Lyle Parkway and 0.45 miles south of Smith Lane within the limits of the City of Bartow, Florida (the "City"). The District currently contains approximately 159.67 acres and is expected to consist of 416 single family lots, recreation & amenity areas, and associated infrastructure.

The COD was established by City Ordinance No. 2021- 10, which was approved by the City Commission on June 7, 2021. The District will own and operate the stormwater management facilities as well as the landscape, irrigation, signage, and recreational facilities within the Development. The roadway system will be owned and operated by the District or by the City at the City's discretion.

Public improvements and facilities financed, acquired, and/or constructed by the District will be designed and constructed to conform to applicable regulatory criteria of the City, Polk County, Florida (the "County"), the Southwest Florida Water Management District (SWFWMD), and other applicable agencies with regulatory jurisdiction over the Development, defined below. Any public improvements or facilities acquired by the District will be at the lesser of cost or fair market value. An estimate of the probable cost of the public improvements is provided in Exhibit 8 of this report.

This Report and the Capital Improvement Plan included herein, reflect 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,

4

permitting, and implementation phases. It should also be noted that these modifications, if any, are not expected to diminish the benefits received by the developable land within the District. The District reserves the right to make reasonable adjustments to the Report to meet applicable regulatory requirements of agencies with jurisdiction over the Development, while maintaining comparable levels of benefit to the developable lands served by the improvements.

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 may differ from the estimates due to a wide variety of factors having the potential to affect construction costs.

All roadways, including sidewalks, as well as the storm drainage collection systems (from the curb inlets to their connection to the Stormwater ponds), landscaping, irrigation, signage, & recreational amenities 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.

PURPOSE AND SCOPE

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

Contained within this Report is a brief description of the public infrastructure to be constructed or acquired by the District. The District will finance, construct, acquire, operate, and maintain all or specific portions of the proposed public infrastructure. An

5

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. The engineer has considered, and in specific instances has relied upon, the information and documentation prepared or supplied by others, and information that may have been provided by public entities, public employees, the landowner, site construction contractors, other engineering professionals, land surveyors, and the District Board of Supervisors, including its staff and consultants.

THE DEVELOPMENT

The Development will consist of 416 single family homes and associated infrastructure ("Development"). The Development is a planned residential community generally located on the west side of E.F. Griffin Road approximately 1.40 miles north of Lyle Parkway and 0.45 miles south of Smith Lane within the limits of the City of Bartow. The property has Future Land Use designations of LDR (Low Density Residential) and PR (Public Recreation), and a zoning designation of PUD (Planned Unit Development). The initial Development contemplated herein will be constructed in a single phase, though a future Phase 2 involving the future expansion of the District limits is planned to follow. An Opinion of Costs for the development of each phase is provided in Exhibit 8 of this report.

THE CAPITAL IMPROVEMENTS

The Capital Improvement Plan, (the "CIP"), consists of public infrastructure for the initial single phase project. 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 along E.F Griffin Road and other road

6

improvements to Crews Lake Road).

There will also be stormwater structures and conveyance culverts within the CIP which will outfall into the on-site retention ponds. These structures and pond areas comprise the overall stormwater facilities of the CIP. Installation of the water distribution and wastewater collection system will occur as required. 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 Lakeland Electric for the street light poles and lighting service. Only undergrounding of wire in the public right-of-way or on District Land is included.

As a part of the recreational component of the CIP, an amenity center and multiple other public parks will be constructed within the Development. The public parks and amenity center will be accessed by the proposed public roadways and sidewalks.

CAPITAL IMPROVEMENT PLAN COMPONENTS

The Capital Improvement Plan includes the following:

Stormwater Management Facilities

Stormwater management facilities consisting of storm conveyance systems and retention ponds are contained within the District boundaries. Stormwater will be conveyed 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 effluent filtration to achieve water quality treatment. The design criteria for the District's stormwater management systems is regulated by the the SWFWMD. There are no known natural surface waters within the Development.

Federal Emergency Management Agency Flood Insurance Rate Map (FEMA FIRM) Panel

7

Nos. 12105C-0485G, 12105C-0495G, 12105C-0505G, & 12105C-0515G, demonstrate
that the property is located within Flood Zone X with limited portions along the northern boundary in Zone A. 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 right of ways within the Development are primarily 50 feet in width with wider sections for the boulevard entrance. The roadways will primarily consist of 24 ft. of asphalt pavement and Miami curb or Type F curb and gutter on each side. 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 the public. As stated above, the District's funding of roadway construction will occur for all public roadways within the

8

Development.

Water and Wastewater Facilities

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

A domestic wastewater collection system inclusive of gravity sanitary sewer mains and sewer laterals will be installed. The wastewater service provider will be the City of Bartow. The gravity sanitary sewer mains will be 8" diameter PVC. The gravity sanitary sewer lines will be placed primarily 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. This proposed gravity sewer system will connect to an existing City owned and maintained lift station located to the north of the Development and within an existing residential subdivision. Improvements to the pumps, generator and control panel of this lift station will be required as part of the Capital Improvements.

Reclaimed water is not available for this site. For the irrigation of the public right of ways and common areas, either an irrigation well will be funded and constructed by the District, or irrigation water service will be provided as part of the domestic water system design. Any water, sewer, or reclaimed 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 on E.F. Griffin Road. The site construction activities associated with the CIP

9

are anticipated for completion 2022. Upon completion of the improvements, inspections will occur and certifications will be obtained from the SWFWMD, the Polk County Health Department (water distribution system), Florida Department of Environmental Protection (FDEP) (wastewater collection) and the City/County.

Amenities and Parks

The District will provide funding for an Amenity Center to include the following: parking areas, clubhouse with restroom facilities, pool, tot lot, play fields, walking trails, and passive parks throughout the Development. All paths, parks, etc. discussed in this paragraph are available to the general public.
Electric and Lighting

The electric distribution system serving the Development is currently planned to be underground. The District presently intends to fund the cost of the electric conduit, transformer/cabinet pads, and electric manholes required by the District. The District shall fund only the difference in cost from overhead versus underground. Electric facilities funded by the District will be owned and maintained by the District, with Lakeland Electric providing underground electrical service to the Development. The COD presently intends to purchase, install, and maintain the street lighting along the internal roadways within the COD or enter into a Lighting Agreement with Lakeland Electric for operation and maintenance of the street light poles and lighting service to the District. Only undergrounding of wire in public right-of-way on District land is included.

Entry Feature, Landscaping, and Irrigation

Landscaping, irrigation, entry features and potentially walls at the entrances and along the outside boundary of the Development will be provided by the District. It is anticipated, though not confirmed at this time, that the irrigation system will use an irrigation well. The well and irrigation water mains to the various phases of the Development will be constructed or acquired by the CDD with District funds and operated and maintained by

10

the CDD. Landscaping for the roadways will consist of sod, annual flowers, shrubs, ground cover and trees for the internal roadways within the Development. Perimeterfencing may 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 City Construction Plan Approval. The following is a summary of required permits obtained and pending for the construction of the public infrastructure improvements for the District:

Permits/ Approvals	Approval / Expected Date	
Zoning Approval	Approved	
Preliminary Plat	Approved	
SWFWMD ERP	Approved	
City Construction Plan Approval	June 2021	
Polk County Health Department Water	June 2021	
FDEP Sewer	June 2021	
FDEP NOi	July 2021	
ACOE	Not Applicable	

11

RECOMMENDATION

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

12

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 area. 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 area, 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 proposed CIP can be completed at the cost as stated.

13

LIST OF PARCEL IDs
1.242926-000000-031020
2.242926-000000-032010
3. 242926-289500-000200
4. 242926-289500-000040
5. 242926-289500-000190
6. 242926-289500-000140
7.242926-289500-000180
8.242926-289500-000020
9.242926-289500-000011
10.242926-289500-000170
11. 242926-289500-000161
12.242926-289500-000012
13.242925-000000-034040
14.242925-289000-000072
15. 242925-289000-000075
16. 242925-289000-000073
17.242925-289000-000071
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Prepared By	
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WIND MEADOWS SOUTH COMMUNITY DEVELOPMENT DISTRICT	HUNTER ENGINEERING, INC.	
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4900 Dundee Road	Telephone: 863-676-7770
Winter Haven, FL 33884	Facsimile: 863-965-0181
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LEGAL DESCRIPTION:
THAT PART OF THE NORTH 3/4	 OF THE WEST 1/4	OF SECTION 25, TOWNSHIP 29 SOUTH, RANGE 24 EAST AND THAT PART OF THE NORTH 3/4	OF SECTION 26, TOWNSHIP 29 SOUTH, RANGE 24 EAST, POLK COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTHWEST CORNER OF SAID SECTION 25,	THE SAME ALSO BEING THE NORTHEAST CORNER OF SAID SECTION 26;	THENCE SOUTH 89"40'24" EAST, ALONG THE NORTH BOUNDARY OF SAID SECTION 25,	ALSO BEING THE SOUTH BOUNDARY OF WIND MEADOWS AS RECORDED IN PLAT BOOK 139, PAGES 11-16 OF THE PUBLIC RECORDS OF POLK COUNTY FLORIDA, A DISTANCE OF 1292.62 FEET TO THE WEST RIGHT-OF-WAY OF E.F. GRIFFIN ROAD; THENCE SOUTH 00·34'26" EAST, ALONG SAID WEST RIGHT-OF-WAY A DISTANCE OF 7891.60 FEET TO THE SOUTH BOUNDARY OF THE NORTH 550	FEET OF THE NORTHEAST 1/ 4 OF THE SOUTHWEST 1/ 4 OF THE NORTHWEST 1/4	OF THE AFORESAID SECTION 25; THENCE NORTH 89.4 7 '23" WEST, ALONG SAID SOUTH BOUNDARY,
A DISTANCE OF 584.51 FEET TO THE EAST BOUNDARY OF THE WEST 45 FEET OF THE NORTHEAST 1/4	OF THE SOUTHWEST	1/4	OF THE NORTHWEST	1/4	OF THE AFORESAID SECTION 25;	THENCE SOUTH 00·34'57" EAST, ALONG SAID EAST BOUNDARY, A DISTANCE OF 120.04 FEET TO THE SOUTH BOUNDARY OF THE NORTH 3/4	OF THE NORTHWEST 1/4	 OF THE AFOREMENTIONED SECTION 25; THENCE NORTH 89.45'29" WEST, ALONG SAID SOUTH BOUNDARY, A DISTANCE OF 707.49 FEET TO THE SOUTHWEST	CORNER OF THE NORTHWEST	1/4	OF THE SOUTHWEST 1/ 4 OF THE NORTHWEST 1/ 4 OF SAID SECTION 25, THE SAME ALSO BEING THE SOUTHEAST CORNER OF THE NORTH 3/4	OF THE NORTHEAST 1/4	OF THE AFOREMENTIONED SECTION 26;	THENCE SOUTH 89.45'20" WEST, ALONG THE SOUTH BOUNDARY OF THE NORTH 3/4	OF THE NORTHEAST	1/4		OF SAID SECTION 26,	A DISTANCE OF 2662.82 FEET TO THE SOUTHWEST CORNER THEREOF, THE SAME ALSO BEING THE SOUTHEAST CORNER OF THE NORTH 3/4	OF THE NORTHWEST 1/4	OF SAID SECTION 26;		THENCE SOUTH 89.44'20" WEST,
ALONG SOUTH BOUNDARY OF THE NORTH 3/4	OF THE NORTHWEST 1/4	OF SAID SECTION 26,  A DISTANCE OF
586. 17 FEET; THENCE DEPARTING SAID SOUTH BOUNDARY, NORTH oo·15'40" WEST, A DISTANCE OF 120.24 FEET;
THENCE NORTH 41"25'44" EAST, A DISTANCE OF 495.64 FEIT,· THENCE NORTH 48.34'16" WEST, A DISTANCE OF
125.00 FEET; THENCE NORTH 41"25'44" EAST, A DISTANCE OF 435.00 FEET; THENCE NORTH 48.34'16" WEST, A DISTANCE OF 50.00 FEET TO THE RADIAL INTERSECTION WITH A CURVE CONCAVE WESTERLY HAVING A RADIUS OF
25.00 FEET; THENCE NORTHERLY	ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE/DELTA OF
90·00'00" (CHORD = 35.36 FEIT, CHORD BEARING = NORTH 03"34'16" WEST) FOR A DISTANCE OF 39.27 FEET;
THENCE DEPARTING SAID CURVE ALONG A RADIAL LINE, NORTH 41"25'44" EAST, A DISTANCE OF 50.00 FEET TO THE RADIAL INTERSECT/ON WITH A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 25. 00 FEET; THENCE EASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE/DELTA OF 90·00•00" (CHORD = 35.36
FEIT, CHORD BEARING = NORTH 86.25'44" EAST) FOR A DISTANCE OF 39.27 FEET TO THE POINT OF TANGENCY,·
THENCE NORTH 41"25'44" EAST, A DISTANCE OF 100.00 FEET; THENCE NORTH 48.34'16" WEST, A DISTANCE OF
150.58 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 550.00 FEIT,· THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE/DELTA OF 24·40'35" (CHORD = 235.05 FEIT, CHORD BEARING = NORTH 50•54'33" WEST) FOR A DISTANCE OF 236.88 FEIT,· THENCE DEPARTING SAID CURVE ALONG A NON=TANGENT, NON-RADIAL LINE, NORTH 00·19'03" WEST, A DISTANCE OF 44.23 FEET TO THE NORTH BOUNDARY OF THE SOUTHEAST 1/4	OF THE NORTHEAST 1/4	OF THE NORTHWEST 1/4	OF THE AFOREMENTIONED SECTION 26;	THENCE NORTH 89.40'57" EAST ALONG SAID SOUTH BOUNDARY, A DISTANCE OF 273.39 FEET TO TH£ WEST BOUNDARY OF TH£ NORTHWEST 1/4	OF TH£ NORTHWEST 1/4	OF THE NORTHEAST 1/4 OF SAID SECTION 26; THENCE NORTH 00.38'19" WEST ALONG SAID WEST BOUNDARY, A DISTANCE OF 670.42 FEET TO THE NORTHWEST CORNER THEREOF; THENCE NORTH 89.43'15" EAST ALONG THE NORTH BOUNDARY OF SAID NORTHWEST 1/4	OF THE NORTHWEST 1/4	OF THE NORTHEAST 1/4	OF SECTION 26, A DISTANCE OF 248.68
FEET; THENCE DEPARTING SAID NORTH BOUNDARY, SOUTH 00·15'45" EAST, A DISTANCE OF 20.00 FEET TO THE RADIAL INTERSECTION WITH A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 185.00 FEET; THENCE
SOUTHERLY AND EASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE/DELTA OF 226.20'48" (CHORD = 340.15 FEIT, CHORD BEARING = SOUTH 23"27'09" EAST) FOR A DISTANCE OF 730.84 FEIT,· THENCE DEPARTING SAID CURVE ALONG A NON-RADIAL LINE NORTH 75•22'09" EAST, A DISTANCE OF 61.92 FEET; THENCE

�	LEGAL DESCRIPTION AND  SKETCH
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LEGAL DESCRIPTION:·coNTINUED
SOUTH 48"34'16" EAST, A DISTANCE OF 113.35 FEET; THENCE SOUTH 41"25'44" WEST, A DISTANCE OF 218.58 FEET,· THENCE SOUTH 48"34'16" EAST, A DISTANCE OF 50.00 FEET TO THE RADIAL INTERSECTION WITH A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 25.00 FEET,· THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE/DELTA OF 70"31 '44" (CHORD = 28.87 FEET, CHORD BEARING = SOUTH 06"09'53" WEST) FOR A DISTANCE OF 30. 77	FEET TO THE POINT OF REVERSE CURVATURE	WITH A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 125.00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE/DELTA OF 49"01 '07" (CHORD = 103.71 FEET, CHORD BEARING = SOUTH 04"35'26" EAST) FOR A DISTANCE OF 106.94 FEET TO THE POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 25. 00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE/DELTA OF 68° 29'23" (CHORD = 28.14 FEET, CHORD BEARING = SOUTH 14"19'34" EAST) FOR A DISTANCE OF 29.88 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 48"34'16" EAST, A DISTANCE OF 36.42 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 785.00 FEET; THENCE EASTERLY ALONG THE
ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE/DELTA OF 62"00'00" (CHORD = 808.61 FEET, CHORD BEARING
= SOUTH 79"34'16" EAST) FOR A DISTANCE OF 849.45 FEET TO THE POINT OF TANGENCY; THENCE NORTH
69'25'44"	EAST,		A	DISTANCE	OF	393.39	FEET	TO	THE	POINT	OF	CURVATURE		OF	A CURVE	CONCAVE NORTHWESTERLY	HAVING A RADIUS OF 25.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE/DELTA OF 68°29'23" {CHORD = 28.14 FEET, CHORD BEARING = NORTH 35"11 '03" EAST) FOR A DISTANCE OF 29.88 FEET TO THE POINT OF REVERSE CURVATURE	WITH A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 125.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE/DELTA OF 49"01'07" (CHORD = 103.71 FEET, CHORD BEARING = NORTH 25"26'54"
EAST) FOR A DISTANCE OF 106.94 FEET TO THE POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 25. 00; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE/DELTA OF 70'31'44" (CHORD = 28.87 FEET, CHORD BEARING = NORTH 14'41'36" £AST) FOR A DISTANCE OF 30.77 FEET,· THENCE DEPARTING SAID CURVE ALONG A RADIAL LINE, NORTH 69"25'44" £AST, A DISTANCE OF 50.00 FEET; THENCE NORTH 20"34'16" WEST, A DISTANCE OF 129.32 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 125.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE/DELTA OF 19"03'06" (CHORD =	41.37 FEET, CHORD BEARING = NORTH 30'05'49" WEST) FOR A DISTANCE OF 41.56 FEET; THENCE DEPARTING SAID CURVE ALONG A NON-TANGENT, NON-RADIAL LINE, NORTH 34·25'44" £AST, A DISTANCE OF 129.81 FEET,· THENCE NORTH 24'25'05" EAST, 333.54 FEET,· THENCE NORTH 14"00'00" £AST, A DISTANCE OF 60.00 FEET TO THE NORTH BOUNDARY OF THE AFOREMENTIONED SECTION 26; THENCE NORTH 89'43'15" EAST ALONG SAID NORTH BOUNDARY, A DISTANCE OF 765.00 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINS WITHIN ITS BOUNDARIES LOTS 7, 8, LOTS 9 AND 10 IN THE NORTHWEST 1/ 4 OF THE AFORESAID SECTION 25, AND LOT 1, PORTIONS OF LOTS 2, 4, 13, 14, AND 15, AND LOTS 16, 17, 18, 19 AND
20 IN THE NORTHEAST 1/4	OF THE AFORESAID SECTION 26,	OF W.F. HALLAM AND COMPANY'S CLUB COLONY TRACT OF LAKELAND HIGHLANDS, AS RECORDED IN PLAT BOOK 1, PAGE 102 OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA.
CONTAINS 159.67 ACRES, MORE OR LESS, TO THE EXISTING RIGHTS-OF-WAY AS DEDICATED OR IN USE.

LEGAL DESCRIPTION AND SKETCH

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NOT  A BOUNDARY SURVEY
THE SEAL APPEARING ON THIS DOCUMENT WAS	SHEET5	OF 5
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KENNETH W. THOMPSON	P.L.S. #4080

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ZONING MAP

LEGEND	""'\	.....

Date: June 1, 2021

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Exhibit 3   

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LJ OTY OF BARTOW
! :PR I PR (PUBUC RECREATION) CTTY OF BARTOW

WIND MEADOWS SOUTH COMMUNI1Y DEVELOPMENT

HUNTER ENGINEERING, INC.
Certificate of Authorization #8394

D	NRR (RURAL) • POLK COUNTY
D	RL-1 (RES. LOW)· POLK COUNTY
D	RL·1X (RES. LOW) - POLK COUNTY

DISTRICT
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4900 Dundee Road Winter Haven, FL 33884

Telephone: 863-676-7770
Facsimile: 863-965-0181	,

D	RL-2 (RES. LOW)· POLK COUNTY
I,>- 1 PM (PHOSPHATE MINING) - POLK COUNTY

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FUTURE LAND USE MAP WIND MEADOWS SOUTH COMMUNITY DEVELOPMENT DISTRICT

Prepared By

HUNTER ENGINEERING, INC.
Certificate of Authorization #8394

 LEGEND
! ·AG:·1- {AGRICULTURE) CITY OF BARTOW

!LDR<i - {low density res.) city of bartow

4900 Dundee Road Winter Haven, FL 33884

Telephone: 863-676-7770
Facsimile: 863-965-0181

lri-istl- c1NSTITUTIONAL) cITY oF BARTOW

[	Exhibit 4 ]

Date: June 1, 2021

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DRAINAGE MAP WIND MEADOWS SOUTH
COMMUNITY DEVELOPMENT DISTRICT

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LEGEND
FLOW DIRECTION

Date: June 1, 2021

HUNTER ENGINEERING, INC.
Certificate of Authoci2ation #8394

-  -  -  -  DRAINAGE BASIN

4900 Dundee Road Winter Haven, FL 33884

Telephone: 863-676-7770
Facsimile: 863-965-0181

[	Exhibit 5	]

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UTILITIES MAP WIND MEADOWS SOUTH
COMMUNITY DEVELOPMENT DISTRJCT

Prepared By

HUNTER ENGINEERING, INC.
Certificate of Authorization #8394

LEGEND
WATER LINE
-1-1-1- GRAVITY SANITARY

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FORCEMAIN

4900 Dundee Road Winter Haven, FL 33884

Telephone: 863-676-7770
Facsimile: 863-965-0181

	 (

Exhibit6	]

Date: June 1, 2021

Exhibit 7
Wind Meadows South Community Development District
Summary of District Facilities - Phase 1

District Infrastructure	Construction	Ownership	Capital Financing 111	Operation & Maintenance	
Offsite Improvements	District	County	District Bonds	County	
Stormwater Facilities	District	District	District Bonds	District	
Water, Sewer, Reclaimed Water, Lift Stations	District	City of Bartow	District Bonds	City of Bartow	
Street Lighting/ Conduit 121	District	District 121	District Bonds	District 121	
Roadways	District	District	District Bonds	District	
Entry Feature & Signage	District	District	District Bonds	District	
Parks & Recreational Facilities	District	District	District Bonds	District	

Costs not funded by bonds will befunded by the developer.

Street lighting I conduit shall be owned and maintained by the District or the District shall enter into a lease with the City of Lakeland.

Exhibit 8
Wind Meadows South Community Development District
Opinion of Probable Costs - Phase 1 and Future Phase 2

Infrastructure 111191	Phase1
416 Lots''01
2021-2022	Future Phase 2
419 Lots "'1
2022-2023	Totals
835 Lots'121	
Offsite Improvements(5H6l	$850,000	$0	$850,000	
Stormwater Management 12H3Hs)(G)	$3,100,000	$3,122,355.77	$6,222,356	
Utilities (Water, Sewer, Reclaim, & Street lighting)(5H6H8l	$3,326,640	$3,350,630.19	$6,677,270	
Roadway (•)(s)(6)	$2,950,000	$1,500,000	$4,450,000	
Entry Feature 16)(7)	$835,000	$0	$835,000	
Parks & Recreational Facilities (i)(6l	$1,189,875	$0	$1,189,875	
Contingency	$1,225,151.5	$797,298.6	$2,022,450	
Total	$13,476,667	$8,770,285	$22,246,951

Notes:
Infrastructure consists of offsite improvements, public roodwoy improvements, stormwater management facilities, master sanitary sewer lift station and
l.  utilities, entry feature, landscaping and signage, and parks and recreational facilities.
Excludes grading af each lot both far initial pad construction, lot finishing in conjunction with home construction, which will be provided by developer or 2• 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 costs.
Includes entry features, signage, hardscape, landscape, irrigation and fencing.
_ COD will enter into a Lighting Agreement with the City of Lakeland for the street light poles and lighting service. Only undergrounding of wire in public right-of-
8  way and on District land is included.
Estimates based on Master Infrastructure to support development of 835 lots.
89- 70foot wide lots and 327 - 50foot wide lots
419 - 50 foot wide lots
Entire Project proposes 89 - 70foot wide lots and 746 - 50 foot wide lots

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OVERALL SITE PLAN WIND MEADOWS SOUTH
COMMUNITY DEVELOPMENT DISTRJCT

Prepared By

LEGEND
COMMUNITY DEVELOPMENT DISTRICT BOUNDARY

Date: June 1, 2021

HUNTER ENGINEERING, INC.
Certificate of Authorization #8394

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4900 Dundee Road Winter Haven, FL 33884

Telephone: 863-676-7770
Facsimile: 863-965-0181

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Exhibit 9

1

Exhibit C
Section 189, Florida Statutes

Select Year:	2025  .�	Go

The 2025 Florida Statutes

Title XIH PLANNING AND

Chagter 189
UNIFORM SPECIAL DISTRICT ACCOUNTABILITY

View Entire ChaQter

DEVELOPMENT	ACT
189.08	Special district public facilities report.-
(1} It is declared to be the policy of this state to foster coordination between special districts and local general-purpose governments as those local general-purpose governments develop comprehensive plans under the Community Planning Act, pursuant to part II of chapter 163.
Each independent special district shall submit to each local general-purpose government in which it is
located a pub.lie facHities report and an annual notice of any changes. The public facilities report shall specify the following information:
A description of existing public facilities owned or operated by the special district, and each pubtic facility
that is operated by another entity, except a local general-purpose government, through a tease or other agreement with the special district. This description shall include the current capacity of the faciltty, the current demands placed upon it, and its location. This information shall be required in the initial report and updated every 7 years at least 12 months before the submission date of the evaluation and appraisal notification letter of the appropriate local government required bys. 163.3191. The department shall post a schedule on its website, based on the evaluation and appraisal notification schedule prepared pursuant to s. 163.3191 (6), for use by a special district to determine when its public facilities report and updates to that report are due to the local general-purpose governments in which the special district is located.
A description of each public facility the district is building, improving, or expanding, or is currently proposing to build, improve, or expand within at least the next 7 years, including any facilities that the district is assisting another entity, except a local general-purpose government, to build, improve, or expand through a
lease or other agreement with the district. For each publtc facility identified, the report shall describe how the district currently proposes to finance the facility.
If the special district currently proposes to replace any facilities identified in paragraph (a) or paragraph
(b) within the next 10 years, the date when such facHity will be replaced.
The anticipated time the constructfon1 improvement, or expansion of each facility wilt be completed.
The anticipated capacity of and demands on each public facility when completed. In the case of an improvement or expansion of a public facility, both the existing and anticipated capacity must be listed.
A special district proposing to build, improve, or expand a public facility which requires a certiflcate_of need pursuant to chapter 408 shall €lect to notify the appropriate local general-purpose government of its plans either in its ?-year plan or at the time the letter of intent is filed with the Agency for Health Care Administration pursuant to s. 408.039.
(4} Those special districts building, improving, or expanding public facilities addressed by a development order issued to the developer pursuant to s. 380.06 may use the most recent local government report required
bys. 380.06(6) and submitted by the developer, to the extent the annual report provides the information
required by subsection (2}.

{5} The facilities report shalt be prepared and submitted within 1 year after the district's creation.
(6} For purposes of the preparation or revision of local government comprehensive plans required pursuant to
s. 163.3161, a special dfstrict public facilities report may be used and relied upon by the local general-purpose government or governments wfthin which the special district is located.
Any specia( district that has completed the construction of its public facilities, improvements to its facilities, or its development is not required to submit a public factlities report, but must submit the information required by paragraph (2)(a).
A special district plan of redamation required pursuant to general law or special act, including, but not limited to, a plan prepared pursuant to chapter 298 which complies with the requirements of subsection (2), shall satisfy the requirement for a public facilities report. A water management and control plan adopted pursuant to s. 190.013, which complies with the requirements of subsection (2), satisfies the requirement for a pubhe faciltties report for the facilities the plan addresses.
The Reedy Creek Improvement District is not required to provide the public facilfttes report as specified in subsection (2}.
{10) Each deepwater port listed in s. 403.021(9)(b) shall sattsfy the requirements of subsection (2) by submitting to the appropriate local government a comprehensive master plan as required bys. 163.3178(2)(k). All other ports shall submit a public facilities report as required in subsection (2).
History.-s. 20, ch. 89-169; s. 26, ch. 95-280; s. 16, ch. 97-255; s. 17, ch. 99-8; s. 38, ch. 2011-139; s. 15, ch. 2012-99; s. 35, ch.
2014-22; s. 9, ch. 2018-158; s. 6, ch. 2023-31.
Note.-former s. 189.415.

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