Westside Haines City Community Development District

Meeting Agenda April 17, 2024

Westside Haines City
Community Development District

219 E. Livingston St., Orlando, Florida 32801 Phone: 407-841-5524 – Fax: 407-839-1526
April 10, 2024

Board of Supervisors Westside Haines City
Community Development District

Dear Board Members:

A meeting of the Board of Supervisors of the Westside Haines City Community Development District will be held on Wednesday, April 17, 2024 at 2:30 PM at 346 E. Central Ave., Winter Haven, Florida 33880.

Zoom Video Link: https://us06web.zoom.us/j/89953122719
Zoom Call-In Number: 1-646-876-9923
Meeting ID: 899 5312 2719
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 March 18, 2024 Board of Supervisors Meeting
Public Hearing
Public Hearing on the Imposition of Amended Master Special Assessments
Presentation of Second Amended and Restated Engineer’s Report dated March 18, 2024
Presentation of Master Assessment Methodology Report for Assessment Area Two dated March 18, 2024
Consideration of Resolution 2024-10 Levying Amended Master Special Assessments
Consideration of Resolution 2024-11 Supplemental Assessment Resolution (Series 2024, Assessment Area Two Project)
Consideration of Acknowledgement and Acceptance of Assignment of Developer Agreements for Assessment Area Two Bonds
Ratification of Brentwood Phase 4/5 Construction Documents:
Notice to Proceed
Notice of Commencement
Temporary Construction Access and Easement Agreement
Construction Funding Agreement
Staff Reports
Attorney

1 Comments will be limited to three (3) minutes
Engineer
Consideration of Work Order 2024-2 for Annual Consulting Engineering Services from Dewberry
Field Manager’s Report
District Manager’s Report
Approval of Check Register
Balance Sheet & Income Statement
Other Business
Supervisors Requests and Audience Comments
Adjournment

Minutes
MINUTES OF MEETING WESTSIDE HAINES CITY
COMMUNITY DEVELOPMENT DISTRICT

The regular meeting of the Board of Supervisors of the Westside Haines City Community Development District was held Tuesday, March 18, 2024, at 9:00 a.m. at 346 E. Central Ave., Winter Haven, Florida.

Present and constituting a quorum:

Rennie Heath	Chairman
Lauren Schwenk	Vice Chairperson
Bobbie Henley	Assistant Secretary
Eric Lavoie	Assistant Secretary Also present were:
Jill Burns	District Manager, GMS
Lauren Gentry	District Counsel, Kilinski Van Wyk
Chace Arrington by Zoom	Dewberry, District Engineer
Joel Blanco	Field Manager, GMS
Bob Gang by Zoom	Greenberg Traurig, P.A., Bond Counsel
Ashton Bligh by Zoom	Greenberg Traurig, P.A., Bond Counsel Chuck Cavaretta

FIRST ORDER OF BUSINESS	Roll Call
Ms. Burns called the meeting to order and called the roll. Four Board members were present in person constituting a quorum.

SECOND ORDER OF BUSNESS	Public Comment Period
Ms. Burns noted there were no members of the public present in person nor joining via
Zoom.

THIRD ORDER OF BUSINESS	Approval of Minutes of the February 6,
2024 Board of Supervisors Meeting and February 14, 2024 Continued Board of Supervisors Meeting
March 18, 2024	Westside Haines City CDD

Ms. Burns presented the minutes from the February 6, 2024 Board of Supervisors meeting and the minutes from the February 14, 2024 continued meeting. She asked if there were any questions, comments, or changes. Hearing no changes, she asked for a motion to approve.

FOURTH ORDER OF BUSINESS	Presentation  and  Approval  of  Second
Amended and Restated Engineer’s Report dated March 18, 2024
Mr. Arrington stated there are a few tables breaking down the land use, lots per phase and lot type breakdown per phase. There is an explanation of all of the various points of the capital improvements plan. Past that is a table of permits. The only permits missing is for Wynnstone which should be later in the development and on page 45 a cost breakdown of all various capital improvements along with their estimation which will be based off of 2024 costs and they believe should be satisfactory to complete the construction. He noted he would answer any questions if the Board had any. Ms. Gentry noted this can be approved in substantial form subject to confirming the correct legal descriptions in Phase 3 townhomes.

FIFTH ORDER OF BUSINESS	Presentation  and  Approval  of  Master
Assessment Methodology Report for Assessment Area Two dated March 18, 2024
Ms. Burns stated when they did the master levy across the whole property when the District was first established that was originally done in the Master Engineer’s Report. The costs have increased over time so there was a revised Engineer’s Report that Chase just reviewed. Because the amounts of the cost increased, they want to issue more than what they previously noted in the master levy that they did several years ago. They are starting a new assessment process on Assessment Area Two with the updated costs. This report included in the agenda package is a
March 18, 2024	Westside Haines City CDD

Master Report for Assessment Area Two only. Table 1 shows the development plan for this phase with a total of 1,406 lots. Table 2 shows the cost estimate for each of the phases which were the figures in the Engineer’s Report for Brentwood Phase 2, 3, 4 & 5, Cascades 3, Wynnstone 1A and 1B. Table 3 shows the estimated bond sizing of $85,935,000. Table 4 shows the improvement cost per unit. There are 3 product types, a townhome, single family 40 and single family 50. Table 5 shows the par debt per unit. This would be the most that they would issue on those product types. For the townhome it’s $47,165, single family 40 is $62,887, single family 50 is $78,609. Table 6 breaks down the net and gross annual debt assessment per unit that would be paid annually on the Polk County Tax Bill. The gross annual debt assessment per unit for the townhome is $3,829.75, single family 40 is $5,106.34, and single family 50 is $6,382.92. Table 7 shows the preliminary assessment roll for Assessment Area Two. All of the parcels’ IDs within this assessment are listed. Total acreage of the assessment area is listed as 342.68 acres. The legal descriptions are attached.

SIXTH ORDER OF BUSINESS	Consideration  of  Amended  Resolution
2024-05 Amending and Supplementing Delegation Resolution 2024-03
Ms. Bligh stated the Board previously adopted a delegation resolution on November 7, 2023 and in the meantime, there has been an expansion of the project scope. Some updates have been made to that delegation resolution to reflect the expansion of the project scope. This resolution is actually doing a couple of things. It is amending sections 1 & 5 of the original delegation resolution to increase the NTE amount of bonds authorized by the District for what is called the Assessment Area Two project from $10M to $45M. They are also amending section nine of the original Delegation Resolution to clarify the scope of further action that the chair or designated member may take in connection with the issuance of the Assessment Area Two bonds. They also attached the correct project cost estimate table as schedule 1 which was pulled from the Engineer’s Report presented this morning. This is the Amending Resolution. She noted she would be happy to answer any questions otherwise requesting a motion to approve Resolution 2024-05.
March 18, 2024	Westside Haines City CDD

SEVENTH ORDER OF BUSINESS	Consideration	of	Resolution	2024-08
Declaring	Amended	Master	Special Assessments
Ms. Burns noted this will kick off the assessment process for the master levy on Assessment Area Two.

EIGHTH ORDER OF BUSINESS	Consideration	of	Resolution	2024-09
Setting a Public Hearing on the Imposition of Amended Special Assessments
Ms. Burns stated they are proposing April 17th at 2:30 p.m. which is a date that a meeting is already scheduled so should line up. The mailed notices will be sent today as that is exactly 30 days from today.

NINTH ORDER OF BUSINESS	Presentation and Approval of Preliminary
Supplemental Assessment Methodology – Assessment Area Two dated March 18, 2024
Ms. Burns noted this is the supplement report for the upcoming bond issuance and based on the most recent bond sizing provided by FMS. Table 1 shows the development plan with 3 product types, the townhome, single family 40 and single family 50. There are some notes listed that shows developer contributions later. Table 2 shows the capital improvement plan estimate that was originally reviewed by Chase in the Engineer’s Report, total cost estimate is $64,893.640. Table 3 shows an estimated bond sizing of $35,500,000. Table 4 breaks down the improvement
March 18, 2024	Westside Haines City CDD

cost per unit for each of the 3 product types. Table 5 shows par debt. Townhome units $21,017, townhome unit recognizing a developer contribution that is $16,262, single family 40 that is
$33,380 and two other single family product types listed showing different contribution amounts, one at $27,575 and the other at $19,090. The single family 50 par debt of $33,380 showing a contribution to bring that to the same amount as the 40 ft debt assessment. Two other product types as well for the 50’s at $27,575 and $19,090. Table 6 shows the gross annual debt assessment collected on the Polk County Tax Bill. Table 7 shows preliminary assessment roll which allocates the debt by acre to all of the parcels within the community and the legal descriptions that are attached.

TENTH ORDER OF BUSINESS	Consideration	of	District	Counsel
Representation Letter for Series 2024 Bond Issuance
Ms. Gentry noted given the number of iterations for this and the increased ancillary agreements, deeds, and various things with this issuance, they are proposing an increased issuers counsel fee of $60,000. Ms. Schwenk asked if that is an increase of $60,000. Ms. Gentry noted it is an increase to $60,000 from the standard between $40,000 and $45,000.

ELEVENTH ORDER OF BUSINESS	Ratification  of  Quit  Claim  Deed  for
Wynnstone
Ms. Gentry stated this is property that was deeded originally from the county. It was right of way tracts that were deeded back to the District. They should never have been to the county. The District is then conveying those to GLK Real Estate so that portions of that property can be conveyed to whoever they need to be conveyed too.
March 18, 2024	Westside Haines City CDD

TWELFTH ORDER OF BUSINESS	Consideration	of	Amendment	to
Construction Funding Agreement (Brentwood Phase 4 and 5 – Private Lots)
Ms. Gentry noted this is an amendment to the construction funding agreement just to recognize that Brentwood Phase 4 and 5 construction contains some work related to private lot grading and that will not be reimbursed with bonds and funded entirely by the developer.

THIRTEENTH ORDER OF BUSINESS	Consideration of Cost Share Agreement
and Assignment of Construction Management Contract (to be provided under separate cover)
Ms. Gentry noted this is an agreement that Roy has been working on with Kevin. They are recognizing that GLK Real Estate has engaged Cassidy Land Development to provide onsite project management services for West Side Haines City including a portion of the Districts Assessment Area Two project recognizing that bonds have been delayed. The District has not had the ability to extend funds on this itself and GLK has been funding that. GLK also has completion obligations and a contract with the District for delivering the Assessment Area Two project recognizing the value of cost savings of having the District portion of these services completed under the existing agreement. GLK Real Estate is willing to contract with the District to provide those project management services through the CLD which makes it more efficient both operationally and cost effective wise. She noted she has drafted a cost share agreement that would allow the CDD to benefit from piggybacking off the existing GLK contract such that the District would pay GLK or have the option of paying CLD directly for the CDD parts of the project related to that public infrastructure. Any non-CDD project costs would still be funded by GLK and would not come from bond proceeds. They are still working on the details of the agreement. She asked that this be approved in substantial form. She recognizes there are developer representatives on the Board and as such she does have form 8B which allows you to declare a business relationship with
March 18, 2024	Westside Haines City CDD

either of these parties. She recommended Lauren abstain from voting on this issue. Board members associated with CLD may still vote but she recommends they declare that affiliation and fill out form 8B to be filed. She noted her understanding is that Bobby, Rennie and Eric are affiliated with CLD so asked them to state that they have a business relationship with CLD for the record. She stated Bobby, Rennie and Eric, it is my understanding that each of you is affiliated with CLD so can you state that you have a business relationship with CLD for the record. Mr. Heath stated he has a business relationship with CLD. Ms. Henley stated she has a business relationship with CLD. Mr. Lavoie noted she has a business relationship with CLD. She asked Lauren to state that she has a business relationship with GLK. Ms. Schwenk noted she has a business relationship with GLK and will be abstaining. Mr. Heath asked if the District should be paying CLD direct or go through the owner first. Ms. Gentry noted the agreement is framed where the payment would go to GLK directly from the District. The initial discussions required for an option to pay CLD directly. She recommended payments go to GLK from the District. He asked why the other portion would be in there if that is her recommendation. Ms. Gentry noted that was part of some discussions that Roy had with Kevin. He noted they worked out years ago that it needs to go through the owner.
Ms. Schwenk abstained from voting in the motion below.

FOURTEENTH ORDER OF BUSINESS	Staff Reports
Attorney
Ms. Gentry had nothing further to report.

Engineer
Mr. Arrington had nothing further to report.

Field Manager’s Report
Mr. Blanco presented the field manager report consisting of pond reviews, pond debris cleanup, landscape good shape, erosion at FDC Grove restored, completed restoration at entrance on Massee Rd., gopher mounds leveled and treated with gopher scram – will monitor, dry pond
March 18, 2024	Westside Haines City CDD

hole repair completed and monitored, monitoring amenity area, dead sable palms were removed and replaced, iron filtration systems have been installed and are being tested.

District Manager’s Report
Approval of Check Register
Ms. Burns presented approval of the check register from January 24th through February 23rd totaling $140,003.73. She asked for any questions on that, otherwise looking for a motion to approve.

Balance Sheet & Income Statement
Ms. Burns stated that financial statements were included in the Board’s package for review.
No action needed.

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

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

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

Secretary/Assistant Secretary	Chairman/Vice Chairman

Section IV

Section A

Section 1

REFERENCE NO. 50142055

WESTSIDE HAINES CITY COMMUNITY DEVELOPMENT DISTRICT
Second Amended and Restated Engineer's Report
MARCH 18, 2024

SUBMITTED BY
Dewberry Engineers Inc. 800 N. Magnolia Avenue Suite 1000
Orlando, Florida 32803
407.843.5120

SUBMITTED TO
Westside Haines City CDD Attention: Jillian Burns 219 E. Livingston Street Orlando, Florida 32801
407.841.5524
ORIGINAL
Westside Haines City CDD Amended and Restated Engineer's Report

Table of Contents
Introduction	3
Purpose and Scope	4
The Development	5
Capital Improvements	5
Capital Improvement Plan Components	5
Stormwater Management Facilities	5
Public Roadways	6
Water and Wastewater Facilities	6
Off-Site Improvements	6
Amenities and Parks	6
Electric Utilities and Lighting	7
Entry Feature	7
Miscellaneous	7
Permitting	7
Recommendation	8
Report Modification	8
Summary and Conclusion	8
Engineer’s Certification	8
Table of Tables
Table 1.1 Land Use Summary	3
Table 1.2 Land Use Summary	4
Table 1.3 Land Use Summary	4
Table 5.1 Permit Status for Overall Development (Brentwood Townhomes and Cascade Phases 1 & 2)	7
Table 5.2 Permit Status for Overall Development (Brentwood Phases 2 & 3, Brentwood Phases 4 & 5, Wynnstone Phase 1, and Cascade Phase 3)	8
Westside Haines City CDD Amended and Restated Engineer's Report

Table of Figures
Aerial Location Map	Exhibit 1
Legal Description	Exhibit 2
District Boundary Map	Exhibit 3
Land Use Map	Exhibit 4
Zoning Map	Exhibit 5
Utility Location Map and Drainage Flow Pattern Map	Exhibit 6
Summary of Opinion of Probable Cost	Exhibit 7
Summary of District Facilities	Exhibit 8
Overall Site Plan	Exhibit 9
Westside Haines City CDD Amended and Restated Engineer's Report

Introduction
The Westside Haines City Community Development District (the ''District" or “CDD”) is located on the west side of US Highway 27 (SR 25) from Minute Maid Ramp Road to the southern boundary of Massee Road. The District is located with the city limits of Haines City, Florida (“City”) and the unincorporated area of Polk County (“County”). In March 2021, the District contained approximately 613.43 acres and included 2,752 residential lots of various sizes for single-family lots and townhome lots with recreation/amenity areas, parks, and associated infrastructure for the various villages. The District currently contains approximately 595.10 acres and is expected to consist of 2,574 residential lots of various sizes for single-family and townhomes with recreation/amenity areas, parks, and associated infrastructure.

The CDD was established under County Ordinance No. 21-017, which was approved by the Polk County Commission and the City of Haines City and became effective on March 18, 2021. The boundaries of the District were amended by Ordinance No. 22-071, adopted by the Board of County Commissioners of Polk County, Florida, and effective on November 2, 2022, and by Ordinance No. 23-065, adopted by the Board of County Commissioners of Polk County, Florida, and effective on October 3, 2023. 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. Polk County will own all utilities except for those serving the 46 lots in the southeast corner which will be owned by the City of Haines City.

The Master Developer (“Developer”) GLK Real Estate LLC is based in Winter Haven, Florida. The Development is approved as a Planned Development (PD) for Residential Units and is divided into three
(3) villages: Brentwood, Cascades, and Wynnstone. A land use summary is presented in Table 1.

Public improvements and facilities financed, acquired, and/or constructed by the District will be designed and constructed to conform to regulatory criteria from the city, county, Southwest Florida Water Management District (SWFWMD), and other applicable agencies with regulatory jurisdiction over the development, an overall estimate of the probable cost of the public improvements are provided in Exhibit 7 of this report.

The Capital Improvement Plan (“CIP” or this “Engineer’s 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 any modifications will not diminish the benefits to 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 a comparable level of benefits to the lands served by the improvements. Changes and modifications are expected as changes in regulatory criteria are implemented.

Table 1.1 Land Use Summary

LAND USE SUMMARY		
LAND USE	AREA (AC)	
Master Stormwater System	47.74	
Residential Land (Single-Family and Townhomes Lots)	226.89	
Roadways Infrastructure & Public Facilities	93.78	
Lakes	5.09	
Amenity Center	2.09	
Open Space/Conservation Areas/Parks	219.51	
TOTAL	595.10	
Westside Haines City CDD Amended and Restated Engineer's Report

Table 1.2 Land Use Summary

PHASING SUMMARY		
PHASE	NUMBER OF UNITS	
Cascades 1	597	
Cascades 2	74	
Cascades 3	344	
Brentwood 1	226	
Brentwood 2	124	
Brentwood 3	122	
Brentwood 4 & 5	290	
Wynnstone 1 & 2	797	
TOTAL – Westside Haines City CDD	2,574	

Table 1.3 Land Use Summary

LOT TYPES			
PHASE	LOT TYPE	NUMBER OF UNITS	
Cascades 1	40-ft Lots	404	
	50-ft Lots	193	
Cascades 2	40-ft Lots	30	
	50-ft Lots	44	
Cascades 3	40-ft Lots	219	
	50-ft Lots	125	
Brentwood 1	Townhomes	226	
Brentwood 2	Townhomes	124	
Brentwood 3	Townhomes	122	
Brentwood 4/5	Townhomes	290	
Wynnstone 1	40-ft & 50-ft Lots	526	
Wynnstone 2	40-ft & 50-ft Lots	271	
TOTAL LOTS – Westside Haines City CDD	2,574		

Purpose and Scope
The purpose of this report is to provide engineering support for the funding of the proposed improvements within the District. This report will identify the proposed public infrastructure to be constructed or acquired by the District along with an Opinion of Probable Construction Costs. The District will finance, construct, acquire, operate, and maintain all or specific portions of the proposed public infrastructure.

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 to prepare this Engineer’s Report.
Westside Haines City CDD Amended and Restated Engineer's Report

The Development
The development will consist of a total of 2,574 residential units and associated infrastructure. The development is a planned residential community located West of US Highway 27 (SR 25) and consisting of 595.10 acres from the northern boundary of Minute Main Ramp Road 1 and extending south to the southern boundary located around Massee Road. The District is located within unincorporated Polk County and the City of Haines City. The land use for the District is planned unit development. The development is zoned RL-1, RL-2, RL-3, and RM within the city limits and zoned RMX and ECX within the unincorporated area of Polk County. The development will be constructed in three (3) villages and include up to eleven (11) phases.

Capital Improvements
The CIP consists of public infrastructure in each village and each phase of said village. The primary portions of the CIP will provide for stormwater pond construction, roadways built to an urban roadway typical section, water, and sewer facilities including three (3) lift stations and one (1) regional lift station, 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 that will outfall into the various on-site stormwater 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 as well as the 4 (four) lift stations serving the project. Below-ground installation of telecommunications and cable television will occur but will not be funded by the District.

As a part of the recreational component of the CIP, there are various amenity centers within the development and specifically for each of the villages of the development. There are four (4) amenity centers: one (1) in the Village of Cascades, one (1) in Wynnstone, and two (2) within Brentwood. The total area of the amenity and recreational parcels is 12.89 acres. There will be conservation areas as well that can serve as passive parks within the various villages and the development that are available to the public for utilization of the facilities. The amenity centers and recreational areas will have connectivity via sidewalks to the other portions of the District. The amenity centers and recreational areas will be accessed by the public roadways and sidewalks.

Capital Improvement Plan Components
The CIP for the District includes the following:

Stormwater Management Facilities
Stormwater management facilities consisting of storm conveyance systems and retention/detention ponds are contained within the District boundaries. Stormwater will be discharged via roadway curb and gutter and 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 treatment systems are regulated by the City, the County, and SWFWMD. There are various conservation areas throughout the District and will be preserved in the existing condition and these will accept stormwater discharges from our ponds as shown on Exhibit 6.

Federal Emergency Management Agency Flood Insurance Rate Map (FEMA FIRM) Panel No. 12105C0225G, effective date December 22, 2016, demonstrates that the property is located within Flood Zones X, A, and AE. Based on this information and the site topography, it appears that 100-year compensation will be done in areas where we will impact existing depressions throughout the development and the 100-year flood volumes will be compensated as it is required by the city, county, and FEMA.

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
Westside Haines City CDD Amended and Restated Engineer's Report

the Florida Department of Environmental Protection (FDEP) as delegated by the Environmental Protection Agency (EPA). The SWPPP will be prepared to depict the proposed recommended locations of required erosion control measures and staked turbidity barriers specifically along the downgradient side of any proposed construction activity. The site contractor will be required to provide the necessary reporting as required by the National Pollutant Discharge Elimination System (NPDES) General Permit with erosion control, its maintenance, and any rainfall events that occur during construction activity.

Public Roadways
The proposed public roadway sections include a 24-foot wide roadway consisting of asphalt and with Miami curbs or Type F curb and gutter on both sides along with a 50-foot right-of-way. The proposed roadway section will consist of stabilized subgrade, a lime rock, crushed concrete, or cement-treated base and asphalt type roadway wearing surface. The proposed curb is to be 2-feet 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 drinking water system inclusive of water main, gate valves, fire hydrants, and appurtenances will be installed for the District. The water service provider will be Polk County Public Utilities. The water system will be designed to provide an equally distributed system that provides redundancy to the system. These facilities will be installed within the proposed public rights-of-way and will provide potable drinking water (domestic) and fire protection services to serve the entire District.

A domestic wastewater collection system inclusive of gravity sanitary sewer mains and sewer laterals will be installed. The gravity sanitary sewer mains will be a minimum of eight (8)-inch diameter PVC pipe systems. The gravity sanitary sewer lines will be placed inside of the proposed public rights-of-way, under the proposed paved roadways. Laterals will branch off from these sewer lines 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 that will interconnect three (3) lift stations and all discharge to a master lift station that will pump through a force main that will connect to the city water treatment facility located north of the development.

Polk County Public Utilities will provide the reclaimed water to be used for all irrigation within the CDD. The reclaimed water will be funded by the District and installed onsite within the roadways to provide for irrigation within the public right-of-way or any areas needing irrigation. 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 entrances. The site construction activities associated with the CIP are anticipated to be completed by villages and phases based on the estimated schedule for each village and phase. The schedule is shown on Exhibit 7. Upon completion of each phase within each village, the improvements will be through the required inspections as well as final certifications of completions will be obtained from SWFWMD, Polk County Health Department (water distribution system), 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, pavilion with public restroom facilities, pool, all-purpose playfields, and walking trails between the phases and villages to provide connectivity to the various amenity centers within the CDD. In addition, there will be public passive parks throughout the development, which will include benches and walking trails. All amenities and parks will be open and accessible to residents and the public.
Westside Haines City CDD Amended and Restated Engineer's Report

Electric Utilities and Lighting
The electric distribution system thru the District is currently planned to be underground, The District presently intends to fund the incremental cost for the undergrounding of the electrical system, transformer/cabinet pads, and electric manholes required by Duke Energy (Duke). Electric facilities will be owned and maintained by Duke after the dedication. The CDD will not fund the cost to purchase and install street lighting. These lights will be operated and maintained by Duke after the completion, with the District funding maintenance costs with funds other than tax-exempt bonds.

Entry Feature
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 reclaimed water or an irrigation well. The well and irrigation water mains to the various phases of the development will be constructed and acquired by the CDD with District funds and operated and maintained by the CDD. Landscaping for the roadways will consist of sod, perennial 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. It is noted that the City requires the walls as a buffer the development and thus will be funded together with the landscaping. There are no hard gates in the District and the District is accessible to the public.

Miscellaneous
The stormwater improvements, landscaping and irrigation, recreational improvements, and certain permits and professional fees as described in this report are being financed by the District to benefit 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/residential planned development.

Permitting
Construction permits for all phases are required and include the SWFWMD Environmental Resource Permit (ERP), Polk County Health Department, FDEP, and City construction plan approval.

Table 5.1 Permit Status for Overall Development (Brentwood Townhomes and Cascades Phases 1 & 2)

BRENTWOOD PHASE 1 AND CASCADES PHASES 1 & 2				
PERMITS/APPROVALS	APPROVAL/EXPECTED APPROVAL DATE			
	Cascades Phase 1	Cascades Phase 2	Brentwood Townhomes	
Zoning Approval	Approved	Approved	Approved	
Preliminary Plat	Approved	Approved	Approved	
SWFWMD ERP	Approved	Approved	Approved	
Construction Permits	Approved	Approved	Received	
Polk County Health Department Water	Approved	Approved	Approved	
FDEP Sanitary Sewer General Permit	Approved	Approved	Approved	
FDEP NOI	Approved	Received	Received	
Westside Haines City CDD Amended and Restated Engineer's Report

Table 5.2 Permit Status for Overall Development (Brentwood Phases 2 & 3, Brentwood Phases 4 & 5, Wynnstone Phase 1, and Cascades Phase 3)

BRENTWOOD PHASES 2-5, WYNNSTONE PHASE 1, AND CASCADES PHASE 3					
PERMITS/APPROVALS	APPROVAL/EXPECTED APPROVAL DATE				
	Brentwood Phase 2/3	Brentwood Phase 4/5	Cascades Phase 3	Wynnstone Phase 1	
Zoning Approval	Received	Received	Received	Received	
Preliminary Plat	Received	Received	Received	Approved	
SWFWMD ERP	Approved	Approved	Approved	Approved	
Construction Permits	Approved	Approved	Approved	Approved	
Polk County Health Department Water	Received	Received	Received	Pending	
FDEP Sanitary Sewer General Permit	Approved	Approved	Approved	Approved	
FDEP NOI - NPDES	Received	Received	Received	Pending	

Recommendation
As previously described, the public infrastructure is necessary for the development and functional operation as required by the City and County. The site planning, engineering design, and construction plans for the infrastructure are or will be in accordance with the applicable requirements of the City, 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 are 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 the proposed plan infrastructure as shown on construction drawings incorporating specifications in the most current SWFWMD, Polk County, and the City regulations.

Report Modification
During the development and implementation of the designed public infrastructure improvements, it may be necessary to make modifications and/or deviations to the plans. However, if such deviations and/or revisions do not change the overall primary objective of the plan for such improvements, then the cost differences would not materially affect the proposed construction cost estimates.

Summary and Conclusion
The improvements as outlined are necessary for the functional development of the Project. The Project is being designed in accordance with current government regulatory requirements. The Project will serve its intended function provided the construction is in substantial compliance with the design. Items of construction for the Project are based upon current development plans.

Engineer’s Certification
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 and the value is at least the same as the costs for said improvements. It is noted that all financed property improvements will be located on district owned lands that is or will be at the time of conveyance to the district or subject to a permanent easement in favor of the district or another public governmental entity.
The Opinion of Probable Costs for the public infrastructure improvements is only an estimate and is not a guaranteed maximum price. The estimated costs are based upon current unit prices and on our experience with ongoing and similar projects and basis in the county and city. 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.
Westside Haines City CDD Amended and Restated Engineer's Report

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 opinion that the costs of the CIP proposed represent a system of improvements benefitting all developable property located within the District, are fair and reasonable, and that the District-funded improvements are assessable improvements within the meaning of Chapter 190, F.S. We have no reason to believe that the CIP improvements cannot be constructed at the cost described in this report. We expect the improvements to be constructed or acquired by the District with bond proceeds, as indicated within this report. We believe that the District will be well served by the improvements discussed in this report.
I hereby certify that the foregoing is a true and correct copy of the engineer’s report for the Westside Haines City Community Development District.

Reinardo Malavé, P.E. Florida License No. 31588

LEGAL DESCRIPTION
PROPOSED “WYNNSTONE” SUBDIVISION PHASE 1 BOND ISSUANCE BOUNDARY
Revised 2-22-2024

NOTES:
PERIMETER BOUNDARY INFORMATION BASED ON “ALTA/NSPS LAND TITLE SURVEY”, PREPARED BY GEO POINT SURVEYING, INC., JOB# 1001945-LEN WS 001, FIELD SURVEY DATE: OCTOBER 26, 2023, AND “BOUNDARY SURVEY”, PREPARED BY GEO POINT SURVEYING, INC., JOB #1001945-GLK WS-002, FIELD SURVEY DATE: DECEMBER 19, 2023, BOTH WERE RELIED UPON AS BEING COMPLETED AND CORRECT.
INTERIOR ROADWAYS AND LOT CONFIGURATION BASED ON “CONCEPTUAL SITE PLAN-SINGLE FAMILY”, WYNNSTONE SINGLE FAMILY, POLK COUNTY, FLORIDA”, PREPARED BY ABSOLUTE ENGINEERING, INC. JOB # 19-0009-0010, AND WAS RELIED UPON AS BEING COMPLETE AND CORRECT.
ALL OF TRACTS 1, 2, 3, AND 4 IN THE NORTHWEST ¼ OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, BEING WITHIN THE PLAT OF “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, AS RECORDED IN PLAT BOOK 3, PAGES 60 TO 63 (INCLUSIVE), OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA;
AND
ALL OF TRACTS 1, 2, 3, 4, 13, 14, 15, AND 16 IN THE SOUTHWEST ¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, BEING WITHIN THE PLAT OF “HOLLY HILL GROVE & FRUIT COMPANY”, AS RECORDED IN PLAT BOOK 17, PAGE 34 OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA;
AND
ALL OF TRACTS 5, 6, 12, 17, 18, 19, 28, 29, 30, 31, AND 32 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
AND
PARTS OF TRACTS 9, 10, 11, 20, 21, 22, 23, AND 24 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
AND
ALL OF THE SOUTH 150.00 FEET OF TRACTS 1 AND 2 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
AND
PART OF THE SOUTH 150.00 FEET OF TRACT 3 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
AND
ALL OF TRACTS 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 27, 28, 29, 30, 31 AND 32 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH

ALL OF THAT PLATTED RIGHT-OF-WAY (30.00 FEET TOTAL WIDTH), LYING NORTH OF AND ADJOINING THE NORTH BOUNDARY OF TRACTS 1, 2, 3 AND 4 IN THE NORTHWEST ¼ OF SAID SECTION 30, AND LYING SOUTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACTS 29, 30, 31, AND 32 IN THE SOUTHWEST ¼ OF SAID SECTION 19, ALL BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH
ALL OF THAT PLATTED 15.00 FEET WIDE RIGHT-OF-WAY LYING NORTH OF AND ADJOINING THE NORTH BOUNDARY OF TRACTS 17, 18, 19, 20, 21, 22, 23, AND 24 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH
ALL OF THAT PLATTED 15.00 FEET WIDE RIGHT-OF-WAY LYING SOUTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACTS 13, 14, 15, AND 16 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “HOLLY HILL GROVE & FRUIT COMPANY”;

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TOGETHER WITH

ALL OF THAT MAINTAINED RIGHT-OF-WAY (WIDTH VARIES) ACCORDING TO MAP BOOK 17, PAGES 93 TO 99 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA, LYING NORTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACTS 9, 10, 11, AND 12 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH
ALL OF THAT 15.00 FEET WIDE PLATTED RIGHT-OF-WAY LYING EAST OF AND ADJOINING THE EAST BOUNDARY OF TRACTS 9 AND 24, AND ALL OF THAT MAINTAINED RIGHT-OF-WAY ACCORDING TO MAP BOOK 18, PAGES 43 TO 61 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA, LYING WEST OF AND ADJOINING THE EAST BOUNDARY OF TRACTS 9 AND 24, ALL IN THE SOUTHWEST ¼ OF SAID SECTION 19, AND BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH
ALL OF THAT REMAINING 15.00 FEET WIDE PLATTED RIGHT-OF-WAY LYING NORTH OF AND ADJOINING THE NORTH BOUNDARY OF TRACT 4 IN THE SOUTHWEST ¼ OF SAID SECTION 19, AND BEING WITHIN THE PLAT OF SAID “HOLLY HILL GROVE & FRUIT COMPANY”, LYING EAST OF THE EASTERLY BOUNDARY OF THE VACATED RIGHT-OF-WAY ACCORDING TO THE OFFICIAL RECORDS BOOK 8483, PAGE 400, PUBLIC RECORDS OF POLK COUNTY, FLORIDA;
AND TOGETHER WITH
ALL OF THAT REMAINING 15.00 FEET WIDE PLATTED RIGHT-OF-WAY LYING SOUTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACT 29 IN THE NORTHWEST ¼ OF SAID SECTION 19, AND BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, LYING EAST OF THE EASTERLY BOUNDARY OF THE VACATED RIGHT-OF-WAY ACCORDING TO THE OFFICIAL RECORDS BOOK 8483, PAGE 400, PUBLIC RECORDS OF POLK COUNTY, FLORIDA;
AND TOGETHER WITH

ALL OF THAT PLATTED RIGHT-OF-WAY (30.00 FEET TOTAL WIDTH) LYING NORTH OF AND ADJOINING THE NORTH BOUNDARY OF TRACTS 5 AND 6 IN THE SOUTHWEST ¼ OF SECTION 19, AND LYING SOUTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACTS 27 AND 28 IN THE NORTHWEST ¼ OF SECTION 19, ALL BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”.

DESCRIPTION:
ALL BEING MORE PARTICULARLY DESCRIBED AS:
COMMENCE AT A 4” X 4” CONCRETE MONUMENT AND CAP “RLS3781” STANDING AT THE WEST ¼ (QUARTER) CORNER OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AND RUN THENCE ALONG THE WEST BOUNDARY OF THE NORTHWEST ¼ OF SAID SECTION 30, N-00°04'07”-W, 1985.41 FEET; THENCE DEPARTING SAID WEST BOUNDARY, RUN N-89°55'53”-E, 15.00 FEET TO THE SOUTHWEST CORNER OF TRACT 1 IN THE NORTHWEST ¼ OF SAID SECTION 30, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, SAID POINT IS ALSO THE POINT OF BEGINNING; THENCE ALONG THE WEST BOUNDARY OF SAID TRACT 1 AND ITS NORTHERLY PROJECTION , N-00°04'07”-W, 661.71 FEET TO A PONT ON THE NORTH BOUNDARY OF THE NORTHWEST ¼ OF SAID SECTION 30, SAID POINT IS ALSO ON THE SOUTH BOUNDARY OF THE SOUTHWEST ¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA; THENCE ALONG THE WEST BOUNDARY OF TRACT 17 AND 32 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT,” AND THE SOUTHERLY AND NORTHERLY PROJECTION THEREOF, ALSO BEING THE EASTERLY PLATTED RIGHT-OF-WAY PER PLAT BOOK 3, PAGES 60 TO 63 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA, CONTINUE ALONG THE WEST BOUNDARY OF TRACTS 1 AND 16 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “HOLLY HILL GROVE & FRUIT COMPANY”, AND THE SOUTHERLY AND NORTHERLY PROJECTION THEREOF, ALSO BEING THE EASTERLY PLATTED RIGHT-OF-WAY PER PLAT BOOK 17, PAGE 34, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, CONTINUE ALONG THE WEST BOUNDARY OF TRACTS 17 AND 32 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, AND THE SOUTHERLY AND NORTHERLY PROJECTIONS THEREOF, ALSO BEING THE EASTERLY PLATTED RIGHT-OF-WAY PER PLAT BOOK 3, PAGES 60 TO 63 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA, CONTINUE ALONG THE WEST BOUNDARY OF TRACTS 1 AND 16 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, AND THE SOUTHERLY PROJECTION THEREOF, ALSO BEING THE EASTERLY PLATTED RIGHT-OF-WAY PER PLAT BOOK 3, PAGES 60 TO 63, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, RUN N-00°04'06”-W, 4785.68 FEET TO A 5/8” IRON ROD AND CAP “LB5073” STANDING AT THE NORTHWEST CORNER OF THE SOUTH 150.00 FEET OF SAID TRACT 1, SAID POINT IS ALSO THE SOUTHWEST CORNER OF SUNSET RIDGE PHASE 2”, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 126, PAGES 36 TO 41 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE DEPARTING SAID WEST BOUNDARY AND SAID EASTERLY RIGHT-OF-WAY, RUN ALONG THE NORTH BOUNDARY OF THE SOUTH 150.00

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FEET OF TRACTS 1, 2, AND 3 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, ALSO BEING THE SOUTH BOUNDARY OF SAID “SUNSET RIDGE PHASE 2”, RUN N-89°08'35”-E, BASIS OF BEARING FOR THIS DESCRIPTION, 1061.45 FEET; THENCE DEPARTING SAID NORTH BOUNDARY OF THE SOUTH 150.00 FEET OF TRACTS 1, 2, AND 3, AND DEPARTING THE SOUTH BOUNDARY OF SAID “SUNSET RIDGE PHASE 2, RUN S-00°11'00”-E, 150.01 FEET TO A POINT ON THE NORTH BOUNDARY OF TRACT 14 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE CONTINUE ALONG THE NORTH BOUNDARY OF SAID TRACT 14, AND CONTINUE ALONG THE NORTH BOUNDARY OF TRACT 13 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, RUN N-89°08'35”-E, 460.61 FEET TO A 4” X 4” CONCRETE MONUMENT AND CAP “LB 8112” STANDING AT THE NORTHEAST CORNER OF SAID TRACT 13, SAID POINT ALSO BEING THE NORTHWEST CORNER OF “NATURES RESERVE PHASE 1” ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 162, PAGES 47 TO 49 (INCLUSIVE) PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG THE EAST BOUNDARY OF SAID TRACT 13 AND ITS SOUTHERLY PROJECTION, ALSO BEING THE WEST BOUNDARY OF SAID “NATURES RESERVE PHASE 1”, RUN S-00°20'10”-E, 676.06 FEET TO THE NORTHWEST CORNER OF TRACT 21 IN THE NORTHWEST
¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE ALONG THE NORTH BOUNDARY OF SAID TRACT 21, AND CONTINUE ALONG THE NORTH BOUNDARY OF TRACT 22 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, RUN N-89°06'00”-E, 662.14 FEET TO A 5/8” IRON ROD WITH NO IDENTIFICATION STANDING AT THE NORTHEAST CORNER OF SAID TRACT 22; THENCE ALONG THE EAST BOUNDARY OF SAID TRACT 22 AND THE EAST BOUNDARY OF TRACT 27 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT,” AND ITS SOUTHERLY PROJECTION, ALSO BEING THE WEST BOUNDARY OF SAID “NATURES RESERVE PHASE 1” AND ITS SOUTHERLY PROJECTION, AND CONTINUE ALONG THE EAST BOUNDARY OF TRACT 6 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, AND ITS NORTHERLY AND SOUTHERLY EXTENSIONS, RUN S-00°21'46”-E, 1976.46 FEET; THENCE S-89°00'33”-W,
115.96 FEET; THENCE S-89°55'13”-W, 168.00 FEET; THENCE S-00°04'47”-E, 110.00 FEET; THENCE N-89°55'13”-E, 30.23 FEET; THENCE S-00°04'47”-E, 40.00 FEET; THENCE N-89°55'13”-E, 85.00 FEET; THENCE S-00°04'47”-E, 480.00 FEET; THENCE N-89°55'13”-E, 85.00 FEET TO A POINT OF CURVE CONCAVE NORTHERLY; THENCE NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-44°55'13”-E, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE N-89°55'13”-E, 40.00 FEET TO A POINT OF CURVE CONCAVE EASTERLY; THENCE SOUTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-45°04'47”-E, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE N-89°55'13”-E, 170.00 FEET TO A POINT OF CURVE CONCAVE NORTHERLY; THENCE NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-44°55'13”-E, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE N-89°55'13”-E, 40.00 FEET TO A POINT OF CURVE CONCAVE EASTERLY; THENCE SOUTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-45°04'47”-E, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE N-89°55'13”-E, 155.00 FEET; THENCE N-00°04'47”-W, 120.00 FEET; THENCE N-89°55'13”-E, 5.00 FEET TO A POINT OF CURVE CONCAVE NORTHERLY; THENCE NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 75.00 FEET, A CENTRAL ANGLE/DELTA OF 59°12'40”, A CHORD BEARING OF N-60°18'52”-E, A CHORD DISTANCE OF 74.10 FEET, FOR AN ARC LENGTH OF 77.57 FEET; THENCE ALONG A NON-RADIAL LINE, N-89°55'13”-E, 133.06 FEET; THENCE N-00°05'16”-W, 489.86 FEET TO A POINT ON THE NORTH BOUNDARY OF TRACT 9 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE ALONG SAID NORTH BOUNDARY, N-89°05'03”-E, 19.99 FEET TO A POINT ON THE WESTERLY MAINTAINED RIGHT-OF-WAY OF FDC GROVE ROAD, ACCORDING TO MAP BOOK 18, PAGES 43 TO 61 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE DEPARTING SAID NORTH BOUNDARY AND ALONG SAID WESTERLY MAINTAINED RIGHT-OF-WAY THE FOLLOWING SIX (6) COURSES: 1) S-00°27'36”-E, 607.85 FEET; THENCE 2) S-18°10'05”-W,
18.77 FEET; THENCE 3) S-10°22'17”-E, 53.68 FEET; THENCE 4) S-00°22'39”-E, 197.61 FEET; THENCE 5) S-01°12'23”-W, 332.36 FEET; THENCE 6) S-00°27'05”-W, 118.81 FEET TO A POINT ON THE SOUTH BOUNDARY OF TRACT 24 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE DEPARTING SAID WESTERLY MAINTAINED RIGHT-OF-WAY, AND ALONG THE SOUTH BOUNDARY OF SAID TRACT 24, RUN S-89°08'17”-W, 20.02 FEET; THENCE DEPARTING SAID SOUTH BOUNDARY, RUN N-00°05'16”-W, 490.71 FEET; THENCE S-89°55'13”-W, 126.36 FEET; THENCE ALONG A RADIAL LINE, S-52°13'40”-W, 15.00 FEET TO A POINT ON A CURVE CONCAVE SOUTHWESTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 75.00 FEET, A CENTRAL ANGLE/DELTA OF 52°18'27”, A CHORD BEARING OF N-63°55'34”-W, A CHORD DISTANCE OF 66.12 FEET, FOR AN ARC LENGTH OF 68.47 FEET; THENCE S-89°55'13”-W, 5.00 FEET; THENCE N-00°04'47”-W,
120.00 FEET; THENCE S-89°55'13”-W, 155.00 FEET TO A POINT OF CURVE CONCAVE SOUTHERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-44°55'13”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 40.00 FEET TO A POINT OF CURVE CONCAVE WESTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-45°04'47”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 170.00 FEET TO A POINT OF CURVE CONCAVE SOUTHERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-44°55'13”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 40.00 FEET TO A POINT OF CURVE CONCAVE WESTERLY; THENCE

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NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-45°04'47”-W, A CHORD DISTANCE OF 35.36 FEET FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 170.00 FEET TO A POINT ON A CURVE CONCAVE SOUTHERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-44°55'13”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 40.00 FEET TO A POINT OF CURVE CONCAVE WESTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-45°04'47”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 170.00 FEET TO A POINT OF CURVE CONCAVE SOUTHERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-44°55'13”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 40.00 FEET TO A POINT OF CURVE CONCAVE WESTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-45°04'47”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 85.00 FEET; THENCE S-00°04'47”-E, 481.18 FEET; THENCE S-22°12'50”-E, 88.48 FEET; THENCE S-46°46'12”-E, 81.16 FEET; THENCE S-70°05'16”-E, 72.63 FEET; THENCE N-89°55'13”-E, 202.89 FEET TO THE NORTHEAST CORNER OF TRACT 28 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE ALONG THE EAST BOUNDARY OF SAID TRACT 28, RUN S-00°21'05”-E, 647.48 FEET TO THE SOUTHEAST CORNER OF SAID TRACT 28; THENCE ALONG THE SOUTH BOUNDARY OF SAID TRACT 28, RUN S-89°03'32”-W,
331.81 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 28; THENCE DEPARTING SAID SOUTH BOUNDARY, RUN S-00°20'33”-E, 15.00 FEET TO A POINT ON THE SOUTH BOUNDARY OF THE SOUTHWEST ¼ OF SAID SECTION 19, ALSO BEING A POINT ON THE NORTH BOUNDARY OF THE NORTHWEST ¼ OF SAID SECTION 30; THENCE ALONG THE EAST BOUNDARY OF TRACT 4 IN THE NORTHWEST ¼ OF SAID SECTION 30, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT,” AND ITS NORTHERLY PROJECTION, RUN S-00°07'14”-E, 660.05 FEET TO THE SOUTHEAST CORNER OF SAID TRACT 4; THENCE ALONG THE SOUTH BOUNDARY OF SAID TRACT 4, AND CONTINUE ALONG THE SOUTH BOUNDARY OF TRACTS 1, 2, AND 3 IN THE NORTHWEST ¼ OF SAID SECTION 30, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, RUN S-89°06'13”-W, 1544.95 FEET TO THE POINT OF BEGINNING.
CONTAINING: 234.358 ACRES, MORE OR LESS.

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200

100	0

200

400
TRACT 12	TRACT NUMBER PER "MAP OF FLORIDA DEVELOPMENT CO. TRACT", PER PLAT BOOK 3, PAGES 60-63 TRACT 2
H.H.G.&F. CO.  TRACT NUMBER PER "HOLLY HILL GROVE & FRUIT COMPANY", PER PLAT BOOH 17, PAGE 34
Scale: 1" = 200'

P.O.B.	POINT OF BEGINNING

(RAD)	RADIAL

(NR)	NON RADIAL

BEARINGS SHOWN HEREON ARE BASED ON THE NORTH BOUNDARY OF THE SOUTH 150 FEET OF TRACTS 1, 2 AND 3, IN THE NORTHWEST 1/4 OF SECTION 19, ALSO BEING THE SOUTH BOUNDARY OF "SUNSET RIDGE PHASE 2", AS RECORDED IN PLAT BOOK 126, PAGES 36 - 41, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, HAVING A GRID BEARING OF N-89°08'35"-E. THE GRID BEARINGS AS SHOWN HEREON REFER TO THE STATE OF FLORIDA COORDINATE SYSTEM, NORTH AMERICAN HORIZONTAL DATUM OF 1983 (NAD 83-2011 ADJUSTMENT) FOR THE WEST ZONE OF FLORIDA.

1

1

1
1

EAST BOUNDARY OF TRACT 6

WESTERLY MAINTAINED R/W LINE

Curve Table	Curve Table

Curve #
Length

Radius

Delta
Chord Length
Chord Bearing

Curve # Length Radius	Delta	Chord Length Chord Bearing

1	C1		INTENTIONALLY OMITTED			C9	39.27'	25.00'	90° 00' 00"	35.36'	S44° 55' 13"W	
1	C2		INTENTIONALLY OMITTED			C10	39.27'	25.00'	90° 00' 00"	35.36'	N45° 04' 47"W	
	C3	39.27'	25.00'  90° 00' 00"	35.36'	N44° 55' 13"E	C11	39.27'	25.00'	90° 00' 00"	35.36'	S44° 55' 13"W	
	C4	39.27'	25.00'  90° 00' 00"	35.36'	S45° 04' 47"E	C12	39.27'	25.00'	90° 00' 00"	35.36'	N45° 04' 47"W	
	C5	39.27'	25.00'  90° 00' 00"	35.36'	N44° 55' 13"E	C13	39.27'	25.00'	90° 00' 00"	35.36'	S44° 55' 13"W	
	C6	39.27'	25.00'  90° 00' 00"	35.36'	S45° 04' 47"E	C14	39.27'	25.00'	90° 00' 00"	35.36'	N45° 04' 47"W	
	C7	77.51'	75.00'  59° 12' 40"	74.10'	N60° 18' 52"E	C15	39.27'	25.00'	90° 00' 00"	35.36'	S44° 55' 13"W	
	C8	68.47'	75.00'  52° 18' 27"	66.12'	N63° 55' 34"W	C16	39.27'	25.00'	90° 00' 00"	35.36'	N45° 04' 47"W	

SHEET:
POLK CO.

MINUTE MAID RAMP RD. 2

HAINES CITY

MINUTE MAID RAMP RD. 1

POLK CO.
HOLLY HILL GROVE RD. 3

POLK CO.
HOLLY HILL GROVE RD. 2

WESTSIDE HAINES CITY CDD BOUNDARY

HAINES CITY

SAND HILL RD.

APPROX. CITY LIMITS

POLK CO.

HOLLY HILL TANK RD.

HAINES CITY

POLK CO.
HAINES CITY

MASSEE RD.

LEGEND

WESTSIDE HAINES CITY CDD PARCELS
CDD CONTRACTION

EXHIBIT 1 - LOCATION MAP WESTSIDE HAINES CITY CDD

0'	1600'

3200'
7/10/23
EXHIBIT 2 - LEGAL DESCRIPTION
WESTSIDE HAINES CITY COD LEGAL DESCRIPTIONS

THORNHILL PARCELS
PARCEL 1
DESCRIPTION: A PORTION OF TRACTS 11, 12 ,13, 14, 15, & 16 AND ALL OF TRACTS 3, 4 & S, OF THE SOUTHEAST¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, AS SHOWN ON THE PLAT OF FLORIDA DEVELOPMENT COMPANY, RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTHEAST CORNER OF SAID TRACT 5; THENCE ALONG THE EAST BOUNDARY OF SAID TRACT 5, S.00"18'53"E, A DISTANCE OF 648.05 FEET TO THE NORTH BOUNDARY OF AFORESAID TRACT 11; THENCE ALONG SAID NORTH BOUNDARY, N.88°58'16.,E, A DISTANCE OF 330.50 FEET TO THE EAST BOUNDARY OF AFORESAID TRACT 11; THENCE ALONG SAID EAST BOUDNARY, S.00"17'48"E, A DISTANCE OF 634.97' TO A POINT ON THE NORTHERLY MAINTAINED RIGHT-OF-WAY OF HOLLY HILL GROVE ROAD 3, PER MAP BOOK 17, PAGES 93 THROUGH 99, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID NORTHERLY RIGHT-OF­ WAY LINE THE FOLLOWING EIGHT (8) COURSES: 1) S.87"53'35"W., A DISTANCE OF 53.92 FEET; 2) S.89"00'18"W., A DISTANCE OF 481.38 FEET; 3) S.89"49'34"W., A DISTANCE OF 265.87 FEET; 4) S.88"05'52"W., A DISTANCE OF
320.84 FEET; 5) N.89"37'21"W., A DISTANCE OF 210.35 FEET; 6) S.87'.28'16"W., A DISTANCE OF 143.50 FEET; 7) S.89"25'55"W., A DISTANCE OF 472.21 FEET; 8) N.22"16'58"W., A DISTANCE OF 31.89 TO A POINT ON THE EASTERLY MAINTAINED RIGHT OF-WAY OF FDC GROVE ROAD, PER MAP BOOK 18, PAGES 44-61, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID EASTERLY MAINTAINED RIGHT-OF-WAY THE FOLLOWING FOUR (4) COURSES: 1) N.01·14'03"W., A DISTANCE OF 140.55 FEET; 2) N.00•55•37•w., A DISTANCE OF 104.29 FEET; 3) N.00"08'51"W,, A DISTANCE OF 326.27 FEET 4) N.00"11'29"W., A DISTANCE OF 30.58 FEET TO THE WESTERLY EXTENSION OF THE SOUTH BOUNDARY OF CAMBRIA, AS RECORDED IN PLAT BOOK 159, PAGES 26 THROUGH 27, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG THE SOUTH AND EAST BOUNDARIES, RESPECTIVELY, OF SAID CAMBRIA, THE FOLLOWING TWO (2) COURSES: 1) N.88"58'16"E., A DISTANCE OF 640.37 FEET; 2) N.00"21'17"W., A DISTANCE OF 648.36 FEET OT THE SOUTHERLY RIGHT-OF-WAY OF AN UNNAMED ROAD, (ALSO KNOW AS MINUTE MAID RAMP ROAD 1); THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, N.88"59'20"E., A DISTANCE OF 991.98 FEET TO THE POINT OF BEGINNEING.
CONTAINING 43.322 ACRES, MORE OR LESS. TOGETHER WITH
PARCEL2
DESCRIPTION: A PORTION OF TRACTS 17, 28, 29, & 30 AND ALL OF TRACTS 18, 19, 20, 21,& 22, OF THE SOUTHEAST¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, AS SHOWN ON THE PLAT OF FLORIDA DEVELOPMENT COMPANY, RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTH EAST CORNER OF SAID TRACT 28, RUN THENCE ALONG THE EAST BOUNDARY THEREOF, S.00"18'30"'E.,A DISTANCE OF 636.29 FEET TO THE NORTHERLY MAINTAINED RIGHT-OF-WAY LINE OF H09LLY HILL GROVE ROAD 2, PER MAP BOOK 22, PAGES l THROUGH 7, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID NORTHERLY MAINTAINED RIGHT•OF-WAY LINE THE FOLLOWING SEVEN (7)
COURSES: 1) S.88"40'49'"W., A DISTANCE OF 13.76 FEET; 2) S.87'34'32"W.; A DISTANCE OF 110.73F EET; 3
0
S.87"59'33"W.,A DISTANCE OF 207.44 FEET; 4) N.87"S1'09"W., A DISTANCE OF 118.81FEET; 5) S.88 50'51 W.,A
DISTANCE OF 326.26 FEET; 6) S.89"40'2cr'N., A DISTANCE OF 202.13 FEET; 7} S.88"29'07"W.,A DISTANCE OF 12.51 FEET TO THE SOUTHEAST CORNER OF COUNTRY WALK ESTATES, AS RECORDED IN PLAT BOOK 155, PAGES 37 THROUGH 38, INCLUSIVE, OF THE PUBLIC RECOROS OF POLK COUNTY, FLORIDA; THENCE ALONG THE EAST AND
NORTH BOUNDARIES, RESPECTIVELY, OF SAID COUNTY WALK ESTATES THE FOLLOWING TWO (2) COURSES: 1) N.00"21'09"W,, A DISTANCE OF 631.43; 2) S.88"48'08•W. A DISTANCE OF 644.25 FEET TO A POINT ON THE EASTERLY MAINTAINED RIGHT-OF-WAY OF FDC GROVE ROAD, PER MAP BOOK 18, PAGES 44•61, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID EASTERLY MAINTAINED RIGHT-OF-WAY THE FOLLOWING TWO (2) COURSES: 1) N.00•04:22"E., A DISTANCE OF 436.25 FEET; 2) N.00"21'14"E, A DISTANCE OF 212.17 FEET TO A POINT ON SOUTHERLY MAINTAINED RIGHT-OF-WAY LINE OF HOLLY HILL GROVE ROAD 3, PER MAP BOOK 17, PAGES 93 THROUGH 99, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALOND SAID SOUTHERLY RIGHT-OF-WAY LINE, N.88°51'21.E., A DISTANCE OF 1960.98 FEET TO A POINT ON THE EAST BOUNDARY OF AFORESAID TRACT 22; THENCE ALONG SAID EAST BOUNDARY S.00"18'53"E., A DISTANCE OF
646.48 FEET TO A POINT ON THE SOUTH BOUNDARY OF SAID TRACT 22; THENCE ALONG SAID SOUTH BOUNDARY, S.88"48'08"W., A DISTANCE OF 330.25 FEET TO THE POINT OF BEGINNING.
CONTAINING 43.668 ACRES, MORE OR LESS.
CASCADES PARCELS
PARCEL A

TRACTS 17 THROUGH 20 AND TRACTS 29 THROUGH 31, MAP OF FLORIDA DEVELOPMENT COMPANY TRACT LYING IN THE NORTHWEST¼ OF SECTION 31, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
AS A POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF THE NW ¼ OF SAID SECTION 31AND PROCEEDS 89"18'58" W, ALONG THE SOUTH LINE OF THE NW¼ OF SAID SECTION 31, A DISTANCE OF 1323.58 FEET TO A FOUND CONCRETE MONUMENT 4' X 4' (NO ID) MARKING THE SOUTHEAST CORNER OF THE SW ¼ OF THE NW¼ OF SAID SECTION 31; THENCE N 00"43'21"W, A DISTANCE OF 15.00 FEET TO.THE SOUTHEAST CORNER OF SAID TRACT 29 ALSO BEING ON THE NORTH PLAmD RIGHT OF WAY LINE OF MASSEE ROAD AND THE POINT OF BEGINNING: THENCE S 89"16'39" W, ALONG SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 1170.92 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 31; THENCE N 00"21'45" W, ALONG THE WEST BOUNDARY OF TRACT 31, A DISTANCE OF 635.42 FEET TO THE NORTHWEST CORNER OF SAID TRACT 31 ALSO BEING THE SOUTHEAST CORNER OF SAID TRACT 17; THENCE S 89"15'20" W, ALONG THE SOUTH BOUNDARY OF TRACT 17, A DISTANCE OF
374.8610 THE SOUTHWEST CORNER OF SAID TRACT 17; THENCE N 00"19'09'' W, ALONG THE WEST BOUNDARY OF SAID TRACT 17, A DISTANCE OF 620.25 FEET TO THE NORTHWEST CORNER OF SAID TRACT 17 AND A POINT ON THE SOUTH PLAmD RIGHT OF WAY LINE OF A 30.00 FOOT UNNAMED ROAD; THENCE N 89"02'49" E, ALONG SAID SOUTH RIGHT OF WAY LINE, A DISTANCE OF 1548,04 FEET TO THE NORTHEAST CORNER OF SAID TRACT 20; THENCE S 00"14'28" E., ALONG THE EAST BOUNDARY OF SAID TRACT 20AND 29, A DISTANCE OF 1261.78 FEET TO THE POINT OF BEGINNING.
THE ABOVE PARCEL CONTAINING 1,708,918 SQUARE FEET, OR 39.23 ACRES, MORE OR LESS.

PARCELB
A PORTION OF TRACTS 17 AND 32, MAP OF FLORIDA DEVELOPMENT COMPANY TRACT LYING IN THE NORTHEAST
¼ OF SECTION 31, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
ASA POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF THE NW¼ OF SAID SECTION 31AND PROCEEDN 00"16'19" W, ALONG THE WEST BOUNDARY OF THE NORTHEAST¼ OF SAID SECTION 31, A DISTANCE
OF 15.00 FEET; THENCE N89"19'17" E, A DISTANCE OF 15.00 FEET TO THE A POINT ON THE EAST RIGHT OF WAY
LINE OF THE 30.00 FOOT PLATTED ROAD AND THE POINT OF BEGINNING; THENCE N 00"16'11" W, ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 1255.98 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF PARK PLACE BOULEVARD AS PER POLK COUNTY MAINTAINED RIGHT OF VtfAY MAP BOOK 19, PAGE 66; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY LINE, THE FOLLOWING THREE (3) COURSES; (1) N 88"37'34" E,A DISTANCE OF 95,17 FEET; (2) N 81"41'25" E, A DISTANCE OF 121.29 FEET; (3) N 87"59'06" E, A DISTANCE OF 100.77 FEET; THENCE LEAVING SAID SOUTHERLY RIGHT OF WAY LINES 00"16'03" E, ALONG THE EAST BOUNDARY OF SAID TRACTS 17 ANO 32, A DISTANCE OF 1243.27 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF POLK
COUNTY MAINTAINED RIGHT OF WAY MAP BOOK 14, PAGE 4S THENCE, ALONG SAID NORTHERLY RIGHT OF WAY LINE THE FOLLOWING THREE (3) COURSES: (1) S S3"51'52" W, A DISTANCE OF 16.13 FEET; (2) S 53"02'11" W, A DISTANCE OF 27.27 FEET; (3) S 6S006'06" W, A DISTANCE OF 16.68 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF THE 30.00 FOOT PLATTED RIGHT OF WAY; THENCE ALONG SAID NORTH RIGHT OF WAY LINE; S 89°19'17" W, A DISTANCE OF 265.83 FEET; TO THE POINT OF BEGINNING.
THE ABOVE PARCEL CONTAINING 399,109 SQUARE FEET, OR 9.16 ACRES, MORE OR LESS. PARCELC
A PORTION OF TRACTS 1 THROUGH 16, MAP OF FLORIDA DEVELOPMENT COMPANY TRACT LYING IN THE NORTHWEST¼ OF SECTION 31, TOWNSHIP 28 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

AS A POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF THE NW¼ OF SAID SECTION 31 AND PROCEED N 00"16'19"W, ALONG THE WEST BOUNDARY OF THE NORTHEAST¼ OF SAID SECTION 31, A DISTANCE OF 1308.22 FEET; THENCE S 89°15'46• W, A DISTANCE OF 32.12 FEET TO A POINT OF INTERSECTION OF NORTH 30.00 FOOT PLATTED RIGHT OF WAY AND THE WESTERLY RIGHT OF WAY LINE OF FDC GROVE ROAD PER POLK COUNTY MAINTAINED RIGHT OF WAY MAP BOOK 18, PAGE 43 ANO THE POINT OF BEGINNING: THENCE S 89°15'46" W, ALONG SAID NORTH RIGHT OF WAY LINE ANO THE SOUTH BOUNDARY OF SAID TRACTS 9 THROUGH 16, A DISTANCE OF 1291.75 FEET; THENCE S 89°02'19" W, ALONG SAID NORTH RIGHT OF WAY LINE AND THE SOUTH BOUNDARY OF SAID TRACTS 9 THROUGH 16, A DISTANCE OF 1547.17 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 16; THENCE N 00°19'20" W, ALONG THE WEST BOUNDARY OF SAID TRACTS 1 AND 16, A DISTANCE OF 1285.53 FEET TO THE NORTHWEST CORNER OF SAID TRACT 1 SAID NORTHWEST CORNER LYING 15.00 FEET SOUTH AND 15.00 FEET EAST OF THE NORTHWEST CORNER OF THE NW¼ OF SAID SECTION 31 ALSO BEING ON THE
SOUTH RIGHT OF WAY LINE OF A 30.00 FOOT PLATTED ROAD; THENCE N 88°48'00" E, ALONG SAID SOUTH RIGHT OF WAY LINE AND THE NORTH BOUNDARY OF SAID TRACTS 1 THROUGH 4, A DISTANCE OF 1548.12 FEET: THENCE N 88°50'05" E, ALONG SAID SOUTH RIGHT OF WAY LINE AND THE NORTH BOUNDARY OF SAID TRACTS 5 THROUGH 8, A DISTANCE OF 1309.25 FEET TO A POINT ON THE
AFOREMENTIONED WESTERLY MAINTAINED RIGHT OF WAY LINE OF FDC GROVE ROAD; THENCE ALONG SAID WESTERLY RIGHT OF WAY LINE THE FOLLOWING THIRTEEN (13) COURSES (1) S 00°16'04" E, A
DISTANCE OF 52.SO FEET; (2) S 01°12'54" W, A DISTANCE OF 101.SS FEET; (3) S 00"02'3S" E, A DISTANCE OF 168.91 FEET; (4) S 07°21'12" E,A DISTANCE OF 26.80 FEET: (5) S 01°16'36" W, A
DISTANCE OF 197.08 FEET: (6) S 00°36'22" E, A DISTANCE OF 84.70 FEET: (7) S 00°13'16" W, A
DISTANCE OF 102,33 FEET: (8) S 01"26'47" W, A DISTANCE OF 102.68 FEET: (9) S 00°21'34" W, A DISTANCE OF 104.81 FEET: (10) S OO"S8'11" w, A DISTANCE OF 101.55 FEET: (11) S 00"24'40" E, A
DISTANCE OF lOS.34 FEET: (12) S 01 •49'S1" W, A DISTANCE OF 135.10 FEET: (13) S 00"30'33" W, A DISTANCE OF 19.05 FEET; TO THE POINT OF BEGINNING.
THE ABOVE PARCEL CONTAINING 3,683,359 SQUARE FEET, OR 84.SB ACRES, MORE OR LESS.

PARCEL D
TRACTS 17 THROUGH 20 AND TRACTS 29 THROUGH 32, MAP OF FLORIDA DEVELOPMENT COMPANY TRACT LYING IN THE SOUTHWEST¼ OF SECTION 30, TOWNSHIP 28 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
ASA POINT OF REFERENCE COMMENCE AT THE SOUTHWEST CORNER OF THE SW¼ OF SAID SECTION 30 AND PROCEED N 88"48'00" E, ALONG THE SOUTH BOUNDARY OF THE SW¾ OF SAID SECTION 30,A DISTANCE OF 15.00 FEET; THENCE N 00°12'41" W, 15.00 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF A 30.00 FOOT PLAmD ROAD ALSO BEING THE SOUTHWEST CORNER OF SAID TRACT 32 AND THE POINT OF BEGINNING: THENCE N 00°06'26" W, ALONG THE WEST BOUNDARY OF SAID TRACTS 17 AND 32 A DISTANCE OF 1294.06 FEET TO A POINT ON THE SOUTH RIGHT.OFWAY LINE OFA 30.00 FOOT PLA D ROAD AND THE NORTHWEST CORNER OF SAID TRACT 17; THENCE N 88"51'21" E, ALONG SAID SOUTH RIGHT OF WAY LINE AND THE NORTH BOUNDARY OF SAID TRACTS 17 THROUGH 20,A DISTANCE OF 1547.30 FEET TO THE NORTHEAST CORNER OF SAID TRACT 20: THENCE S 00"08'32" E,

ALONG THE EAST BOUNDARY OF SAID TRACTS 20 AND 29, A DISTANCE OF 1292.54 FEET TO THE SOUTHEAST CORNER OF SAID TRACT 29 AND A POINT ON THE AFOREMENTIONED NORTH RIGHT OF WAY LINE; THENCE S 88"48'00" W, ALONG SAID NORTH RIGHT OF WAY LINE AND THE SOUTH BOUNDARY OF SAID TRACTS 29 THROUGH 32, A DISTANCE OF 1548.12 FEET; TO THE POINT OF BEGINNING.
THE ABOVE PARCEL CONTAINING 2,001,318 SQUARE FEET, OR 4S.94 ACRES, MORE OR LESS.

PARCELE
A PORTION OF TRACTS 19 THROUGH 30 IN THE NORTHWEST¾ OF SECTION 30, TOWNSHIP 28 SOUTH, RANGE 27 EAST, POLK COUNTY AND A PORTION OF TRACTS 5 THROUGH 13 IN THE SOUTHWEST¾ OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY OF MAP OF FLORIDA DEVELOPMENT COMPANY TRACT LYING IN THE NORTHWEST" OF SECTION 31, TOWNSHP 28 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

AS A POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF THE NW¾ OF SAID SECTION 30 AND PROCEEDS 00"04'10" E, ALONG THE EAST BOUNDARY OF THE SOUTHWEST¾ OF SAID SECTION 30, A DISTANCE OF 42.32 FEET; THENCE S 88"41'01"W, A DISTANCE OF 16.04 FEET TO A POINT ON THE
WESTERLY RIGHT OF WAY LINE OF FCC GROVE ROAD PER POLK COUNTY MAINTAINED RIGHT OF WAY MAP BOOK 18, PAGE 43 AND THE POINT OF BEGINNING; THENCE S 88"41'01" W, A DISTANCE OF 390.47
FEET: THENCE S 00"10'11" E, A DISTANCE OF 1232.51FEET; THENCE N 88°49137" E, A DISTANCE OF
388.70 FEET TO A POINT ON THE AFOREMENTIONED WESTERLY RIGHT OF WAY LINE OF FDC GROVE ROAD; THENCE S 00"02'32" E, ALONG SAID WESTERLY RI.GHT OF WAY LINE, A DISTANCE OF 30.00 FEET TO
THE SOUTHEAST CORNER OF SAID TRACT 9 AND THE NORTH RIGHT OF WAY LINE OF A 30.00 FOOT PLATTED ROAD; THENCE S 88"50'42" W, ALONG THE SOUTH BOUNDARY OF SAID TRACTS 9 THROUGH 13 AND SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 1411.5S FEET; THENCE N 33121'44" E, A DISTANCE OF 183.55 FEET; THENCE N 33"19'3S" E, A DISTANCE OF 600.67 FEET; THENCE N 05"35'09"
E, A DISTANCE OF S01.02 FEET; THENCE N 41'26'2S" W, A DISTANCE OF 195,12 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OFA30.00 FOOT PLAmDRIGHTOFWAY; THENCE N 88"16'32" E, ALONG SAID SOUTH RIGHT OF WAY LINE, A DISTANCE OF 79.88 FEET TO THE NORTHWEST CORNER OF SAID TRACT 6 AND THE SOUTHWEST CORNER OF VACATED 30.00 FOOT RIGHT OF WAY AS RECORDED IN OFFICIAL RECORDS BOOK 3042, PAGE 1109 OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE N 00"06'50" W, A DISTANCE OF 30.00 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 27 AND THE NORTHWEST CORNER OF SAID VACATED 30.00 FOOT RIGHT OF WAY; THENCE S 88°49'34" W, ALONG THE SOUTH BOUNDARY OF SAID TRACTS 28 THROUGH 30 AND THE NORTH RIGHT OF WAY LINE
OF A 30.00 FOOT PLATTED RIGHT OF WAY, A DISTANCE OF 1112.83 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 30; THENCE N oo·os•19" w, ALONG THE WEST BOUNDARY OF SAID TRACTS 19 AND 30,
A DISTANCE OF 968.8S FEET; THENCE N 89"00'18" E, A DISTANCE OF 780.76 FEET TO A POINT ON
THE EAST BOUNDARY OF SAID TRACT 20; THENCE N 00"06'28" W, ALONG THE EAST BOUNDARY OF SAID TRACT 20, A DISTANCE OF 322,54 FEET TO THE NORTHEAST CORNER OF SAID TRACT 20 AND A POINT ON THE SOUTH RIGHT OF WAY LINE OF A 30.00 FOOT PLATTED RIGHT OF WAY; THENCE N 88°S8152" E,
ALONG THE NORTH BOUNDARY OF SAID TRACTS 21THROUGH 24 AND SAID SOUTH RIGHT OF WAY LINE, A DISTANCE OF 1301.50 FEET TO A POINT ON THE AFOREMENTIONED WESTERLY RIGHT OF WAY LINE OF FDC GROVE ROAD; THENCE S 01101'03" E, ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF
31.84 FEET· THENCE S 89"13'55" W, A DISTANCE OF 383.17 FEET; THENCE S 00"07'48" E, A DISTANCE OF 613,8S FEET TO A POINT ON THE SOUTH BOUNDARY OF SAID TRACT 23; THENCE N 89"09'08n E, ALONG THE SOUTH BOUNDARY OF SAID TRACTS 23 AND 24, A DISTANCE OF 392.58 FEET TO A POINT
ON THE AFOREMENTIONED WESTERLY RIGHT OF WAY LINE OF FDC GROVE ROAD; THENCE S 00'01'28,, E, ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 640.SS FEET TO A POINT ON THE NORTH BOUNDARY OF SAID VACATED 30.00 FOOT ROAD; THENCE S 00°05126" E, ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 59.98 FEET; TO THE POINT OF BEGINNING.
THE ABOVE PARCEL CONTAINING 3,147,981 SQUARE FEET, OR 72.27 ACRES, MORE OR LESS.

PARCEL F
A PORTION OF TRACTS 30 THROUGH 32 OF MAP OF FLORIDA DEVELOPMENT COMPANY TRACT LYING IN
THE NORTHEAST¾ OF SECTION 31, TOWNSHIP 28 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
AS A POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF THE NW¾ OF SAID SECTION 30 AND PROCEED N 00"06'45" E, ALONG THE WEST BOUNDARY OF THE NORTHEAST¼ OF SAID SECTION 30, A DISTANCE OF 18.24 FEET; THENCE N 89"43'18" E, A DISTANCE OF 24.13 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF FDC GROVE ROAD PER POLK COUNTY MAINTAINED RIGHT OF WAY MAP BOOK 18, PAGE 43 AND THE POINT OF BEGINNING; THENCE N 00"26'25" W, ALONG SAID EASTERLY
RIGHT OF WAY LINE, A DISTANCE OF 640.49 FEET TO A POINT ON THE NORTH BOUNDARY OF SAID TRACT 32; THENCE N 88°41'30· E, ALONG THE NORTH BOUNDARY OF SAID TRACTS 30 THROUGH 32, A DISTANCE OF 970.79 FEET TO THE NORTHEAST CORNER OF SAID TRACT 30; THENCE S 00"04'16H E, ALONG THE EAST BOUNDARY OF SAID TRACT 30, A DISTANCE OF 643.81FEET TO THE SOUTHEAST CORNER OF SAID TRACT 30; THENCE S 88°53'02" W, ALONG THE SOUTH BOUNDARY OF SAID TRACTS 30 THROUGH 32, A DISTANCE OF 966.59 FEET TO THE POINT OF BEGINNING.

WYNNSTONE PARCELS
A PORTION OF LAND IN THE WEST 1/2 OF SECTION 19 AND THE NORTHWEST 1/4 OF SECTION 30, TOWNSHIP 26
SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGIN AT THE SOUTHWEST CORNER OF SUNSET RIDGE PHASE 2, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 126, PAGES 36 THROUGH 41, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA: THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID SUNSET RIDGE PHASE 2, THE FOLLOWING THREE (3) COURSES: 1) N 89°10'03" E·A DISTANCE OF 1061.38 FEET: 2) S 00°10'59" EA DISTANCE OF 150.01 FEET; 3) N 89°06'55• EA DISTANCE OF 458.47 FEET TO THE NORTHWEST CORNER OF PART 1 OF NATURES PRESERVE
PHASE 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 162, PAGES 47 THROUGH 49, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID WESTERLY BOUNDARY AND THE SOUTHERLY EXTENSION THEREOF, S 00°20'04" EA DISTANCE OF 675.94 FEET; THENCE N 89"07'01" EA DISTANCE OF 662.09 FEET TO THE NORTHWEST CORNER OF PART 2, OF SAID NATURES PRESERVE PHASE 1, THENCE ALONG SAID WESTERLY BOUNDARY AND THE SOUTHERLY EXTENSION THEREOF, S 00°21'36" EA DISTANCE OF 1292.86 FEET; THENCE S 89°03133" WA DISTANCE OF 331.34 FEET: THENCE S 00°20'54" EA DISTANCE OF 1326.13
FEET; THENCE S 89°06'36" WA DISTANCE OF 331.55 FEET: THENCE S 00°20'19H EA DISTANCE OF 1325.84 FEET; THENCE S 00"12'46 EA DISTANCE OF 30,00 FEET: THENCE S 00°05'13" EA DISTANCE OF 645.14 FEET; THENCE S 89"05'30" WA DISTANCE OF 779.49 FEET: THENCE N 00°06'38" EA DISTANCE OF 676.07
FEET; THENCE S 89"09'38" WA DISTANCE OF 764.88 FEET: THENCE N 00'03'41" WA DISTANCE OF 2619. 11 FEET; THENCE N 00"04'02" WA DISTANCE OF 30.01 FEET: THENCE N 00'04'22" WA DISTANCE OF 2122.10 FEET TO THE POINT OF BEGINNING.

PARCEl NUMBER: 272630-708000-010310 (PER BOOK 10252, PAGES 0829-0830):
TRACT 31 IN THE NORTHEAST¾ OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA.
PARCEL NUMBER; 272630-708000.030010IPER BOOK 10272, PAGES 1719-1721):
TRACTS 1 AND 2 IN THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, OF THE FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE PLAt THEREOF, AS RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, INCLUSIVE, PUBLIC RECORDS OF POLK COUNTY, FLORIDA.
PARCEL NUMBER: 272630-708000-010320 (PER BOOK 10311, PAGES 1982·1983}:
FLA DEVELOPMENT CO SUB PB PG 60 TO 63 TRACT 32 IN NE" LESS AODNL RD R/W PER MB 18 PG 43-61
PARCEL NUMBER: 272619-705000·040101(PER BOOK 10216, PAGES 0927-0928): TRACTS lOAND 11 IN THE SW¼ SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AS SHOWN ON THE PLAT OF FLORIDA DEVELOPMENT CO. TRACT, ECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, OF THE PUBLIC
RECORDS OF POLK COUNTY, FLORIDA.

PARCEL NUMBER: 272619-705000-040210 (PER BOOK 10387, PAGES 2162-2163):	.
TRACTS 23 ANO 24 IN THE SW¼ SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, ACCORDING TO THE PLAT OF FLORIDA DEVELOPMENT CO. TRACT RECORDED IN PLAT BOOK 3, PAGES 60-63,
INCLUSIVE, PUBLIC RECORDS OF POLK COUN1Y, FLORIDA, SUBJECT TO ROADWAY ALLOWANCE AS SHOWN ON SAID PLAT.

LESS AND EXCEPT THE MAINTAINED RIGHT OF WAY OF HOLLY HILL GROVE ROAD 3, AS EVIDENCED BY COUNTY MAINTAINED MAP BOOK 17, PAGES 93-99, INaUSIVE, PUBLIC RECORDS OF POLK COUNTY, FLORIDA.

PARCEL NUMBER: 272619-070SQ0:040230 (PER BOOK 10216, PAGES 0902-0903):
TRACTS 23 ANO 24 IN THE SW 3' SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AS SHOWN ON THE PLAT OF FLORIDA DEVELOPMENT CO. TRACT. RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, OF THE PUBLIC RECORDS OF POLK COUNlY, FLORIDA.

PARCEL NUMBER; 272630-708000-010300 {PER BOOK 10543. PAGES 1172-1175);
TRACT 30 IN THE NE 3' OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA.

PARCEL NUMBER: 272619-705000-Q40060(PER BOOK 10536. PAGES 1555-1559):
TRACT 6 IN THE SW¾ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, OF FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT 8001( 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA; BEING THE EAST½ OF THE NW ¼ OF THE NE 1' OF THE SW ¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST.
PARCELNUMBER: 272619-705000-040090 (PER BOOK 10536, PAGES 1555-1559):
TRACT 9 IN THE SW¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, ACCORDING TO THE PLAT OF FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, BEING THE SAME AS THEE½ OF THE SE ¼ OF THE NE¼ OF THE SW" OF SAID SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST.

PARCEL NUMBER: 272619-705000-040220 (PER BOOK 10581. PAGES 1114-1117):
TRACT 22 IN THE SW "OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA.

PARCEL NUMBER: 272619-705000-040280 (PER BOOK 10310, PAGES 0885-0887}:
LOT 28,INTHE SW¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PlATBOOK 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, BEING IN THE W ½ OF THE SW ¼ OF THE SE ¼ OF THE SW ¼ OF SAID SECTION 19.

lESS OUT
Parcel No. 39 (Tax IP 272630-707500-0400531
HOLLY Hill GROVE & FRUIT CO SUB PB 17 PG 35 PARTOF TRACTS 5 & 6 IN SWl/4 DESC AS BEG SECOR
TRACTS RUN N 330.69 FT W 165,75 FT N 315.69 FT TO S LINE PLATTED R/W E 86.84 FT S 41 OEG 18 MIN 00 SEC E 195.07 FT SOS DEG 47 MIN 32 sec W 501.06 FTTO POS SUBJECT TO CONSERVATION EASEMENT PER OR
3994-350.

LESS OUT
DESCRIPTION:A PORTION OF TRACTS 28, 29, & 30, OF THE SOUTHEAST 1/4 OF SECTION 19, TOWNSHIP 26 SOUTH,
RANGE 27 EAST, AS SHOWN ON THE PLAT OF FLORIDA DEVELOPMENT COMPANY, RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTHEAST CORNER OF SAID TRACT 28, RUN THENCE ALONG THE EAST BOUNDARY THEREOF, s.OO"l8'30•e.,A DISTANCE OF 636.29 FEET TO THE NORTHERLY MAINTAINED RIGHT-OF-WAY LINE OF HOLLY HILL

GROVE ROAD 2, PER MAP 8001( 22, PAGES 1 THROUGH 7, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID NORTHERLY MAINTAINED RIGHT-OF-WAY LINE THE FOLLOWING SEVEN (7) COURSES: 1) S.88.40'49"W., A DISTANCE OF 13.76 FEET; 2) S,87"34'32"W., A DISTANCE OF 110.73 FEET; 3) S.87"59'33wW., A DISTANCE OF 207.44 FEET; 4) N.87"51'09"W., A DISTANCE OF 118.81FEET; S) S.88"S0'Sl"W., A DISTANCE OF 326.26 FEET; 6) S.89"40'20"W., A DISTANCE OF 202.13 FEET; 7) S.88"29'07"W., A DISTANCE OF 12.51 FEET TO THE SOUTHEAST CORNER OF COUNTRY WALK ESTATES, AS RECORDED IN PLAT BOOK 155, PAGES 37 THROUGH 38, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COU TY, FLORIDA; THENCE ALONG THE EAST BOUNDARY, OF SAID COUNTY WALK ESTATES N.00"21'09"W., A DISTANCE OF 631.43 FEET; THENCE N.88"48'08"E., A DISTANCE OF 991.93 FEET TO THE POINT OF BEGINNING.
CONTAINING 14,481 ACRES, MORE OR LESS. ALTOGETHER CONTAINING 595.10± ACRES
POLK CO.

MINUTE MAID RAMP RD. 2

HAINES CITY

MINUTE MAID RAMP RD. 1

POLK CO.

POLK CO.
WEST HAINES CITY CDD BOUNDARY

SAND HILL RD.

POLK CO.

HOLLY HILL TANK RD.

HAINES CITY

HAINES CITY

SECTS 19, 30 & 31, T26S, R27E

MASSEE RD.

EXHIBIT 4 - EXSITING LAND USE WESTSIDE HAINES CITY CDD
LEGEND

WESTSIDE HAINES CITY CDD
PARCELS
0'	1600'	3200'

DATE: March 17, 2021

POLK COUNTY - FUTURE LAND USE

SECTS 19, 30 & 31,

EXHIBIT 5 - FUTURE LAND USE
LEGEND

WESTSIDE HAINES CITY CDD
CDD CONTRACTION
T26S, R27E
AREA 595.10± AC.
WESTSIDE HAINES CITY CDD
0'	1600'	3200'

7/10/23
POLK CO.

HAINES CITY

MINUTE MAID RAMP RD. 1

POLK CO.

HAINES CITY
SAND HILL RD.

POLK CO.

NOTE:

MASSEE RD.

HAINES CITY
LEGEND

WESTSIDE HAINES CITY CDD
PARCELS
DRAINAGE AREA LIMITS DRAINAGE PATTERN
EXISTING WATER MAIN EXISTING FORCE MAIN EXISTING RECLAIM MAIN
CONTOUR INFORMATION PER POLK COUNTY LIDAR GIS DATABASE.
SECTS 19, 30 & 31, T26S, R27E
EXHIBIT 6 - UTILITY LOCATION AND DRAINAGE MAP WESTSIDE HAINES CITY CDD

0'	1600'

3200'

DATE: March 17, 2021
Westside Haines City CDD Amended and Restated Engineer's Report

	EXHIBIT 7 COST ESTIMATE											
	BRENTWOOD TOWNHOMES	CASCADES SINGLE FAMILY	WYNNSTONE SINGLE FAMILY									

INFRASTRUCTURE	PHASE 1
(226 LOTS)
2021-2023	PHASE 2
(124 LOTS)
2023-2024	PHASE 3
(122 LOTS)
2023-2024	PHASES 4/5 (290 LOTS)
2024-2025	PHASE 1
(597 LOTS)
2021-2024	PHASE 2
(74 LOTS)
2021-2024	PHASE 3
(344 LOTS)
2023-2025	PHASE 1A (482 LOTS)
2024-2025	PHASE 1B (44 LOTS)
2024-2025	PHASE 2
(271 LOTS)
2025-2026	TOTAL 2,574 LOTS	
Assessment	1	2	2	2	1	1	2	2	2	3		
Offsite Improvements(1)(5)(7)(11)	$970,000	$200,000	$0	$250,000	$4,000,000	$500,000	$1,011,097	$7,266,122	$663,297	$2,147,007	$17,007,523	
Stormwater Management (1)(2)(3)(5)(6)(7)	$1,284,390	$1,103,340	$1,461,713	$4,482,699	$2,835,625	$450,000	$4,048,597	$3,852,613	$351,691	$3,542,562	$23,413,230	
Utilities (Water, Sewer, & Street Lighting) (1) (5)(7)
(9)(11)	$1,169,820	$1,004,920	$1,331,325	$4,082,835	$2,731,250	$450,000	$3,848,597	$3,753,053	$342,602	$3,456,681	$22,171,083	
Roadway (1)(4)(5)(7)	$560,790	$481,740	$638,213	$1,957,234	$1,365,625	$265,000	$2,377,222	$1,747,617	$159,533	$2,061,127	$11,614,101	
Entry Feature (1)(7)(8)911)	$100,000	$0	$200,000	$125,000	$750,000	$0	$461,097	$865,794	$79,035	$214,701	$2,795,627	
Parks and Amenities (1)(7)(11)	$1,000,000	$0	$0	$1,250,000	$1,750,000	$0	$961,097	$2,999,236	$273,789	$429,401	$8,663,523	
Subtotal	$5,085,000	$2,790,000	$3,631,251	$12,147,768	$13,432,500	$1,665,000	$12,707,707	$20,484,435	$1,869,947	$11,851,479	$85,665,087	
Professional Fees (10%)	$508,500.0	$279,000.0	$363,125.1	$1,214,776.8	$1,343,250.0	$166,500.0	$1,270,770.7	$2,048,443.5	$186,994.7	$1,185,147.9	$8,566,508.7	
Subtotal	$5,593,500	$3,069,000	$3,994,376	$13,362,545	$14,775,750	$1,831,500	$13,978,478	$22,532,879	$2,056,942	$13,036,627	$94,231,596	
Contingency (10%)	$559,350.0	$306,900.0	$399,437.6	$1,336,254.5	$1,477,575.0	$183,150.0	$1,397,847.8	$2,253,287.9	$205,694.2	$1,303,662.7	$9,423,159.6	
Total	$6,152,850	$3,375,900	$4,393,814	$14,698,799	$16,253,325	$2,014,650	$15,376,325	$24,786,166	$2,262,636	$14,340,290	$103,654,755	
Infrastructure consists of public roadway improvements, Stormwater management facilities, master sanitary sewer lift station and utilities, entry feature, landscaping and signage, and public neighborhood parks, all of which will be located on land owned by or subject to a permanent easement in favor of the District or another governmental entity.
Excludes grading of each lot in conjunction with home construction, which will be provided by home builder.
Includes Stormwater pond excavation. Does not include the cost of transportation of fill for use of private lots.
Includes sub‐grade, base, asphalt paving, curbing, and civil/site engineering.
Includes subdivision infrastructure and civil/site engineering.
Stormwater does not include grading associated with building pads.
Estimates are based on 2023 cost.
Includes entry features, signage, hardscape, landscape, irrigation, and buffe r fencing.
CDD will enter into a Lighting Agreement with Duke Energy for the street light poles and lighting service. Includes only the incremental cost of undergrounding.
Estimates based on 2,547 lots.
The costs associated with the infrastructure are a master cost and is effectively shared by the entire project (all phases).

EXHIBIT 8 SUMMARY OF PROPOSED DISTRICT
FACILITIES					

DISTRICT INFRASTRUCTURE	
CONSTRUCTION	
OWNERSHIP	
CAPITAL FINANCING*	
OPERATION AND MAINTENANCE	
Entry Feature & Signage	District	District	District Bonds	District	
Stormwater Facilities	District	District	District Bonds	District	
Lift Stations/Water/Sewer	District	Polk County****	District Bonds	Polk County****	
Street Lighting/Conduit	District	Duke/District**	District Bonds	Duke/District***	
Road Construction	District	District	District Bonds	District	
Parks & Amenities	District	District	District Bonds	District	
Offsite Improvements	District	Polk County	District Bonds	Polk County	
*Costs not funded by bonds will be funded by the developer
** District will fund incremental cost of undergrounding of electrical conduit
***District will fund street lighting maintenance services with funds other than tax-exempt bonds
**** Haines City will own and maintain the water and sewer infrastructure for the 46 lots in the Southeast corner of the District.

WYNNSTONE PHASE 1

WYNNSTONE PHASE 2

	ABSOLUTE ENGINEERING, INC.
(813) 221-1516 TEL	1000 N. ASHLEY DRIVE, SUITE 925
(813) 344-0100 FAX	C.A. NO. 28358	TAMPA, FLORIDA 33602											
	SHEET TITLE:	WYNNSTONE SINGLE FAMILY SUBDIVISION FDC GROVE ROAD
POLK COUNTY, FLORIDA										
	BY											
	REVISION											
	DATE											
	NO.											

STATE OF											
	DATE:
05-02-2023											
	SEC TWP RNG:
19,30/26S/27E											
	JOB #:
A22-0041-0041											
	DRAWN BY:
JMH	CHECKED BY:
WERTZ										

1	2	4	5

Dewberry Engineers Inc.
800 NORTH MAGNOLIA AVENUE SUITE 1000
ORLANDO, FLORIDA 32804
PHONE: 407.843.5120 ENGINEERING BUSINESS - 8794
E

BRENTWOOD PHASE 3

D

BRENTWOOD PHASE 2
SEAL

				

				
				
KEY PLAN

C

SCALE	NORTH

B
NO.

DATE

BY	DESCRIPTION

BRENTWOOD PHASE 4/5
REVISIONS

DRAWN BY
APPROVED BY CHECKED BY
DATE TITLE

MJB RM
  RM	 03/22/21
BRENTWOOD

A
PROJECT NO.

50137547

1	2	4	5

Dewberry Engineers Inc.
800 NORTH MAGNOLIA AVENUE SUITE 1000
ORLANDO, FLORIDA 32804
PHONE: 407.843.5120 ENGINEERING BUSINESS - 8794
E

D

SEAL

KEY PLAN

C

SCALE	NORTH

B

REVISIONS

DRAWN BY
APPROVED BY CHECKED BY

MJB RM
  RM	

A	CASCADES PHASE 1 - LOT SUMMARY

PROJECT NO.

50137547

1	2	4	5

Dewberry Engineers Inc.
800 NORTH MAGNOLIA AVENUE SUITE 1000
ORLANDO, FLORIDA 32804
PHONE: 407.843.5120 ENGINEERING BUSINESS - 8794
E

D

RL-1
SEAL

KEY PLAN

C

SCALE	NORTH

B
NO.

DATE

BY	DESCRIPTION

125
REVISIONS

DRAWN BY
APPROVED BY CHECKED BY
DATE TITLE

MJB RM
  RM	 03/22/21
344

A	CASCADES PHASE 3 - LOT SUMMARY
CASCADES PHASES
2 & 3
PROJECT NO.	50137547

219
125
344

219
125
344

Section 2

MASTER
ASSESSMENT METHODOLOGY - ASSESSMENT AREA TWO

FOR

WESTSIDE HAINES CITY COMMUNITY DEVELOPMENT DISTRICT

Date: March 18, 2024

Prepared by

Governmental Management Services – Central Florida, LLC 219 E. Livingston St.
Orlando, FL 32801
Table of Contents
Introduction	3
Purpose	3
Background	3
Special Benefits and General Benefits	4
Requirements of a Valid Assessment Methodology	5
Special Benefits Exceed the Costs Allocated	5
Assessment Methodology	5
Overview	5
Allocation of Debt	6
Allocation of Benefit	7
Lienability Test: Special and Peculiar Benefit to the Property	7
Lienability Test: Reasonable and Fair Apportionment of the Duty to Pay Non-Ad Valorem Assessments	8
True-Up Mechanism	8
Assessment Roll	9
Appendix	10
Table 1: Development Program	10
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 Westside Haines City 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 Westside Haines City Community Development District with financial advisory services or offer investment advice in any form.
Introduction

The Westside Haines City 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 plans to issue approximately $85,935,000 of tax-exempt bonds in one or more series (the “Bonds”) for the purpose of financing certain Assessment Area Two infrastructure improvements (“Assessment Are Two Capital Improvement Plan” or “AA2 CIP”) within the District more specifically described in the Second Amended & Restated Engineer’s Report dated March 18, 2024, prepared by Dewberry Engineers Inc., Brentwood – Phases 2, 3, 4 and 5, Cascades - Phase 3, and Wynnstone – Phase 1 (collectively known as “Assessment Area Two”) as described on Composite Exhibit 7, as may be amended and supplemented from time to time (the “Engineer’s Report”). The District anticipates the construction of infrastructure improvements that benefit property owners within Assessment Area Two of the District.

Purpose

This Master Assessment Methodology Report for Assessment Area Two (the “Assessment Report”) provides for an assessment methodology that allocates the debt to be incurred by the District to benefiting properties within Assessment Area Two within the District. This Assessment Report allocates the debt to properties based on the special benefits each receives from the AA2 CIP. 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. 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 levy, impose and collect non ad valorem special assessments (“Special Assessments”) on the benefited lands within Assessment Area Two within the District securing repayment of the Bonds based on this Assessment Report. It is anticipated that all of the proposed Special Assessments will be collected through the Uniform Method of Collection described in Section 197.3632, Florida Statutes or any other legal means available to the District. It is not the intent of this Assessment Report to address any other assessments, if applicable, that may be levied by the District including those for maintenance and operation of the Bonds, a homeowner’s association, or any other unit of government.

Background

The District currently includes approximately 595.10 acres located within Haines City, Florida. Assessment Area Two consists of approximately 342.68 acres of the District. The development program for Assessment Area Two of the District currently envisions 1,406 residential units. The proposed development program is depicted in
Table 1. It is recognized that such development plan may change, and this Assessment Report will be modified or supplemented accordingly.

The improvements contemplated by the District in the AA2 CIP will provide facilities that benefit certain property within Assessment Area Two of the District. Specifically, the District will construct and/or acquire certain offsite improvements, stormwater management, utilities (water, sewer, & streetlighting), roadway, entry feature, parks & amenities, and contingency. The acquisition and construction costs are summarized in Table 2.

The assessment methodology is a four-step process.

The District Engineer must first determine the public infrastructure improvements that may be provided by the District and the costs to implement the AA2 CIP.
The District Engineer determines the assessable acres that benefit from the District’s AA2 CIP.
A calculation is made to determine the funding amounts necessary to acquire and/or construct the AA2 CIP.
This amount is initially divided equally among the benefited properties on a prorated assessable acreage basis. Ultimately, as land is platted, this amount will be assigned to each of the benefited properties based on the number and type of platted units.

Special Benefits and General Benefits

Improvements undertaken by the District create special and peculiar benefits to the property within Assessment Area Two of the District, different in kind and degree, for properties within its borders as well as general benefits to the public at large. However, as discussed within this Assessment Report, these general benefits are incidental in nature and are readily distinguishable from the special and peculiar benefits, which accrue to property within Assessment Area Two of the District. The implementation of the AA2 CIP enables properties within the boundaries of Assessment Area Two within the District to be developed. Without the District’s AA2 CIP, there would be no infrastructure to support development of land within Assessment Area Two of the District. Without these improvements, development of the property within Assessment Area Two of the District would be prohibited by law.

The general public and property owners outside of Assessment Area Two of the District may benefit from the provision of the AA2 CIP. However, any such benefit will be incidental for the purpose of the AA2 CIP, which is designed solely to meet the needs of property within Assessment Area Two of the District. Properties outside of Assessment Area Two of the District boundaries do not depend upon the District’s AA2 CIP.  The property owners within Assessment Area Two of the District are
therefore receiving special benefits not received by the general public and those outside Assessment Area Two of the District’s boundaries.

Requirements of a Valid Assessment Methodology

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

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

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

Special Benefits Will Equal or Exceed the Costs Allocated

The special benefits provided to the property within Assessment Area Two of the District will be equal to or greater than the costs associated with providing these benefits. The District Engineer estimates that the District’s AA2 CIP that is necessary to support full development of property within Assessment Area Two of the District will cost approximately $64,893,640. The District’s Underwriter projects that financing costs required to fund a portion of the AA2 CIP costs, the cost of issuance of the Bonds, the funding of a debt service reserve account and capitalized interest, will be
$85,935,000. Without the AA2 CIP, the property within Assessment Area Two of the District would not be able to be developed and occupied by future residents of the community.

2.0	Assessment Methodology

Overview

The District plans to issue approximately $85,935,000 in Bonds in one or more series to fund a portion of the District’s AA2 CIP, 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 $85,935,000 in debt to the properties within Assessment Area Two of the District benefiting from the AA2 CIP. This report will be supplemented to reflect actual bond terms.

Table 1 identifies the land uses and lot sizes in the development as identified by the Developer  within  Assessment  Area  Two  of  the  District.   The  District  has
commissioned an Engineer’s Report that includes estimated construction costs for the AA2 CIP needed to support the development; these 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 $64,893,640. 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 AA2 CIP and related costs is estimated to total
$85,935,000. Table 3 shows the breakdown of the Bond sizing.

Allocation of Debt

Allocation of debt is a continuous process until the development plan for Assessment Area Two of the District is completed. Until the platting process occurs, the AA2 CIP funded by District Bonds will benefit all acres within Assessment Area Two of the District.

The initial assessments will be levied on an equal basis to all gross acreage within Assessment Area Two of 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 the lands within Assessment Area Two of the District are benefiting from the AA2 CIP. If any parcel, or part thereof, is sold to a builder or other third party prior to platting, the assessments will be allocated to such parcel of land based on the development plan associated with that parcel, or part thereof. The owner of that parcel, or part thereof, would be responsible for any true-up payment due in accordance with Section 3.0.

Once platting or the recording of a declaration of condominium of any portion of the District into individual lots or units (“Assigned Properties”) has begun, the Special Assessments will be levied to the Assigned Properties based on the benefits they receive, on a first platted, first assigned basis. The “Unassigned Properties” defined as property that has not been platted or subjected to a declaration of condominium, will continue to be assessed on a per acre basis. Eventually the development plan will be completed and the debt relating to the Bonds will be allocated to the assigned properties within Assessment Area Two of the District, which are the beneficiaries of the AA2 CIP, 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.

In order for debt service assessment levels to be consistent with market conditions, developer contributions are recognized. This is reflected on Table 5. Based on the product type and number of units anticipated to absorb a certain amount of the Bond principal, it is estimated that the CDD will recognize a developer contribution equal to $10,115,000 in eligible infrastructure.
The assignment of debt in this Assessment Report sets forth the process by which debt is apportioned. As mentioned herein, this Assessment Report may be supplemented from time to time.

Allocation of Benefit

The AA2 CIP consists of offsite improvements, stormwater management, utilities (water, sewer, & streetlighting), roadway, entry feature, parks & amenities, and contingency. There are three product types within the planned development. The single-family 40’ home has been set as the base unit and has been assigned one equivalent residential unit (“ERU”). Table 4 shows the allocation of benefit to the product type. It is important to note that the benefit derived from the AA2 CIP on a particular unit will exceed the cost that the unit will be paying for such benefits.

Lienability Test: Special and Peculiar Benefit to the Property

Construction and/or acquisition by the District of its proposed AA2 CIP will provide several types of systems, facilities and services for its residents. These offsite improvements, stormwater management, utilities (water, sewer, & streetlighting), roadway, entry feature, parks & amenities, and contingency. The benefit from the AA2 CIP accrues in differing amounts and are somewhat dependent on the product type receiving the special benefits peculiar to that property type, which flow from the logical relationship of improvements to the assigned properties.

Once these determinations are made, they are reviewed in the light of the special benefits peculiar to the property, which flow to the properties because of their logical connection from the improvements in fact actually provided.

For the provision of the AA2 CIP, the special and peculiar benefits are:

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

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

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 AA2 CIP have been apportioned to the property within Assessment Area Two of the District according to reasonable estimates of the special and peculiar benefits provided consistent with the product type of assignable properties.

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

In accordance with the benefit allocation suggested for the product types in Table 4, a total debt per unit and an annual assessment per unit have been calculated for each product type (Table 6). These amounts represent the preliminary anticipated per unit debt allocation assuming all anticipated assigned properties are built and sold as planned, and the entire proposed AA2 CIP is constructed.

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 recorded, the District must allocate a portion of its debt to the property according to this Assessment Report outlined herein. In addition, the District must also prevent any buildup of debt on Unassigned Properties. Otherwise, the land could be fully conveyed and/or platted without all of the debt being allocated. To preclude this, at the time Unassigned Properties become Assigned Properties, the District will determine the amount of anticipated assessment revenue that remains on the Unassigned Properties, taking into account the proposed plat, or site plan approval. 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 than 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.

Assessment Roll

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

Land Use*	Brentwood Phase 2	Brentwood Phase 3	Brentwood Phase 4&5	Cascasdes Phase 3	Wynnstone Phase 1A	Wynnstone Phase 1B	Total Units	ERUs per Unit (1)	
Total ERUs	

Townhome	
124	
122	
290	
0	
0	
0	
536	
0.75	
402.00	
Single Family 40'	0	0	0	219	239	34	492	1.00	492.00	
Single Family 50'	0	0	0	125	243	10	378	1.25	472.50	
Total Units	124	122	290	344	482	44	1,406		1,366.50	

(1) Benefit is allocated on an ERU basis; based on density of planned development, with a Single Family 40' lot at 1 ERU

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

Assessment Area Two Capital
Improvement Plan ("AA2 CIP")	Brentwood -
Phase 2	Brentwood -
Phase 3	Brentwood -
Phase 4&5	Cascades -
Phase 3	Wynnstone -
Phase 1A	Wynnstone -
Phase 1B	Total Cost
Estimate	
Offsite Improvements	$	200,000	$	-	$	250,000	$ 1,011,097	$	7,266,122	$	663,297	$  9,390,516	
Stormwater Management	$	1,103,340	$  1,461,713	$ 4,482,699	$ 4,048,597	$	3,852,613	$	351,691	$ 15,300,653	
Utilities (Water, Sewer, & Street lighting)	$	1,004,920	$  1,331,325	$ 4,082,835	$ 3,848,597	$	3,753,053	$	342,602	$ 14,363,332	
Roadway	$	481,740	$	638,213	$ 1,957,234	$ 2,377,222	$	1,747,617	$	159,533	$  7,361,559	
Entry Feature	$	-	$	200,000	$	125,000	$	461,097	$	865,794	$	79,035	$  1,730,926	
Parks & Amenities	$	-	$	-	$ 1,250,000	$	961,097	$	2,999,236	$	273,789	$  5,484,122	
Professional Fees	$	279,000	$	363,125	$ 1,214,777	$ 1,270,771	$	2,048,444	$	186,995	$  5,363,111	
Contingency	$	306,900	$	399,438	$ 1,336,254	$ 1,397,848	$	2,253,288	$	205,694	$  5,899,422	
	$	3,375,900	$  4,393,813	$14,698,799	$ 15,376,327	$  24,786,166	$ 2,262,636	$ 64,893,640	

(1) A detailed description of these improvements is provided in the Second Amended & Restated Engineer's Report dated March 18, 2024.

Prepared by: Governmental Management Services - Central Florida, LLC

Bond Sizing 
Description	Total

Sources
Par
 $	85,935,000  *
Total Sources  $	85,935,000 

Uses
Construction Funds		
$	64,893,640	
Debt Service Reserve		$	6,489,364	
Capitalized Interest		$	12,030,900	
Underwriters Discount		$	1,718,700	
Cost of Issuance		$	800,000	
Rounding		 $	2,396 	
	Total Uses	 $	85,935,000 	
Bond Assumptions:			
Average Coupon Amortization Capitalized Interest Debt Service Reserve
Underwriters Discount		7.00%
30 Years
24 Months
MADS
2%	

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

Land Use	
No. of Units *	
ERU Factor	
Total ERUs	% of Total ERUs	Total Improvements Costs Per Product Type	Improvement Costs Per Unit	

Townhome	

536	

0.75	

402.00	

29.42%	

$	19,090,555	

$	35,617	
Single Family 40'	492	1.00	492.00	36.00%	$	23,364,560	$	47,489	
Single Family 50'	378	1.25	472.50	34.58%	$	22,438,525	$	59,361	
	1,406		1,366.50	100.00%	$	64,893,640		

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

Prepared by: Governmental Management Services - Central Florida, LLC

Land Use

No. of Units *
Total Improvements Costs Per Product Type

Allocation of Par Debt Per Product Type

Par Debt Per Unit

Townhome	536	$	19,090,555	$	25,280,549	$	47,165	
Single Family 40'	492	$	23,364,560	$	30,940,373	$	62,887	
Single Family 50'	 378	$	22,438,525	$	29,714,078	$	78,609 
 1,406	$	64,893,640	$	85,935,000	

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

Prepared by: Governmental Management Services - Central Florida, LLC

Net Annual Debt Gross Annual Debt

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

Townhome	
536	
$	25,280,548.85	
$	47,165.20	
$  1,909,055.48	
$	3,561.67	
$	3,829.75	
Single Family 40'	492	$	30,940,373.22	$	62,886.94	$  2,336,455.97	$	4,748.89	$	5,106.34	
Single Family 50'	378	$	29,714,077.94	$	78,608.67	$  2,243,852.53	$	5,936.12	$	6,382.92	
	1,406	$	85,935,000.00		$	6,489,364			

(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

Prepared by: Governmental Management Services - Central Florida, LLC

Owner	

Property ID #'s*	

Acres	Total Par Debt Allocation Per Acre	
Total Par Debt Allocated	Net Annual Debt Assessment Allocation	Gross Annual Debt Assessment Allocation (1)	
GLK REAL ESTATE LLC	272630708000040131	0.18	$	250,777	$	45,140	$	3,409	$	3,665	
KL LB BUY 2 LLC	272619705015002280**	0.74	$	250,777	$	185,575	$	14,014	$	15,068	
GLK REAL ESTATE LLC	272619705000020040	7.83	$	250,777	$	1,964,032	$	148,313	$	159,477	
GLK REAL ESTATE LLC	272619705000020110	4.95	$	250,777	$	1,242,196	$	93,804	$	100,865	
GLK REAL ESTATE LLC	272619705000020120	4.76	$	250,777	$	1,194,499	$	90,202	$	96,992	
GLK REAL ESTATE LLC	272619705000020130	3.13	$	250,777	$	783,777	$	59,187	$	63,642	
GLK REAL ESTATE LLC	272630707500040051	8.74	$	250,777	$	2,191,837	$	165,516	$	177,974	
GLK REAL ESTATE LLC	272630708000030191	36.43	$	250,777	$	9,136,190	$	689,918	$	741,847	
GLK REAL ESTATE LLC	272630708000030250	6.14	$	250,777	$	1,540,922	$	116,362	$	125,121	
GLK REAL ESTATE LLC	272630708000030261	8.29	$	250,777	$	2,078,461	$	156,955	$	168,768	
GLK REAL ESTATE LLC	272630708000040097	12.06	$	250,777	$	3,023,688	$	228,333	$	245,520	
KL LB BUY 2 LLC	272619705000020220	1.05	$	250,777	$	263,315	$	19,884	$	21,381	
KL LB BUY 2 LLC	272619705000020210	4.80	$	250,777	$	1,203,727	$	90,899	$	97,741	
KL LB BUY 2 LLC	272619705000020180	13.80	$	250,777	$	3,460,716	$	261,335	$	281,006	
KL LB BUY 2 LLC	272619705000020171	2.69	$	250,777	$	674,589	$	50,941	$	54,776	
GLK REAL ESTATE LLC	272619705000040280	4.82	$	250,777	$	1,208,743	$	91,278	$	98,148	
GLK REAL ESTATE LLC	272630708000030030	11.55	$	250,777	$	2,896,469	$	218,726	$	235,190	
GLK REAL ESTATE LLC	272630708000030010	11.35	$	250,777	$	2,846,314	$	214,939	$	231,117	
GLK REAL ESTATE LLC	272619705000040290	11.48	$	250,777	$	2,878,915	$	217,401	$	233,764	
GLK REAL ESTATE LLC	272619705000040170	22.91	$	250,777	$	5,745,290	$	433,854	$	466,510	
GLK REAL ESTATE LLC	272619705000040190	11.47	$	250,777	$	2,876,407	$	217,211	$	233,561	

Owner	

Property ID #'s*	

Acres	Total Par Debt Allocation Per Acre	
Total Par Debt Allocated	Net Annual Debt Assessment Allocation	Gross Annual Debt Assessment Allocation (1)	
GLK REAL ESTATE LLC	272619704500040141	16.53	$	250,777	$	4,145,336	$	313,034	$	336,596	
GLK REAL ESTATE LLC	272619704500040041	10.20	$	250,777	$	2,557,921	$	193,161	$	207,700	
GLK REAL ESTATE LLC	272619705000040050	9.51	$	250,777	$	2,384,885	$	180,094	$	193,650	
GLK REAL ESTATE LLC	272619705000040060	5.03	$	250,777	$	1,261,406	$	95,255	$	102,425	
GLK REAL ESTATE LLC	272619704500040011	1.69	$	250,777	$	423,812	$	32,004	$	34,413	
GLK REAL ESTATE LLC	272619705000030171	81.07	$	250,777	$	20,330,454	$	1,535,250	$	1,650,807	
GLK REAL ESTATE LLC	272619705000030201	12.52	$	250,777	$	3,139,722	$	237,095	$	254,941	
GLK REAL ESTATE LLC	272619705000030210	9.81	$	250,777	$	2,460,118	$	185,775	$	199,758	
GLK REAL ESTATE LLC	272619705000030012	7.14	$	250,777	$	1,790,544	$	135,213	$	145,390	
Totals		342.68		$	85,935,000	$	6,489,364	$	6,977,811	
							
Annual Assessment Periods		30 Years					
Average Coupon Rate (%)		7.00%					
Maximum Annual Debt Service		$6,489,364					

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

*See attached legal decsrcription for Assessment Area Two
**Only a portion of this parcel representing 0.741 acres will be assessed Prepared by: Governmental Management Services - Central Florida, LLC

EXHIBIT A
Legal Description of the Property
DESCRIPTION: A parcel of land lying in the Southeast 1/4 of Section 19. Township 26 South, Range 27 East. Polk County. Florida, being a portion of TRACTS 17 through 22, inclusive, of FLORIDA DEVELOPMENT COMPANY, as recorded in Plat Book 3, Pages 60 through 63, inclusive, of the Public Records of Polk County, Florida, and being more particularly described as follows:

Commence at the Southeast corner of said Section 19, run thence along the East boundary thereof, N.00°17' I0"W.. a distance of 660.13 feet; thence along the South boundary of TRACTS 17 through 24, inclusive, of said FLORIDA DEVELOPMENT COMPANY, and the Easterly extension thereof, S.88°48'08''W., a distance of925.72 feet, to the POINT OF BEGINNING; thence along the South boundary of the aforesaid TRACTS 17, through 22, inclusive, a portion of which also being the North boundary of COUNTRY WALK ESTATES, as recorded in Plat Book ill.,_ Page 36 and 37. of the Public Records of Polk County, Florida, continue, S.88°48'08"\V., a distance of 1701.37 feet to a point on the Easterly maintained right-of-way line of FDC ROAD GROVE; thence along said Easterly maintained right-of-way line, N.00°09'44"E .. a distance of648.42 feet to a point on the Southerly maintained right­ of-way line of HOLLY HILL GROVE ROAD 3; thence along said Southerly maintained right-of-way line,
N.88°51 '2l"E., a distance of 1695.95 feet; thence along the East boundary of the West 65.00 feet of the aforesaid TRACT 22, S.00°18'53"E., a distance of646.73 feet to the POINT OF BEGINNING.

LESS AND EXCEPT the right-of-way as set forth in Instrument Number 20 IO116489. LESS that portion described in that certain Quit Claim Deed in favor of Polk County. a political subdivision recorded in O.R. Book 12553. Pae:e
349. all in Public Records of Polk County. Florida.

AND

LESS AND EXCEPT Tracts D-4 & D-5, BRENTWOOD TOWNHOMES PHASE I, according to the map or plat thereof recorded in Plat Book 194. Page 16. Public Records of Polk County. Florida.

I
I
I	3
Stacy M. Butterfield POLK
CFN# 2024033956 OR BK 13005 PG 423 Pgs 0421-0423 02/13/2024 07:31:39 AM

LEGEND:

-
VICINITY MAP:
NOT TO SCALE
SURVEY NOTES:
	BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF THE SOUTHEAST 1/4 OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, AS BEING N89.59'19"E.
	LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS-OF-WAY, EASEMENTS, OWNERSHIP, ADJOINERS OR OTHER INSTRUMENTS OF RECORD.

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THIS SKETCH MEETS THE APPLICABLE "STANDARDS OF PRACTICE" AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL  SURVEYORS  AND  MAPPERS  IN  RULE
5J17.050-.052, FLORIDA ADMINISTRATIVE CODE.
THIS IS NOT A BOUNDARY SURVEY.
INFORMATION SHOWN HEREON ARE CALCULATED BASED ON RECORDED DEEDS RETRIEVED FROM THE POLK COUNTY PROPERTY APPRAISER WEBSITE, CERTIFIED CORNER RECORDS RETRIEVED FROM THE LAB/NS WEBSITE AND POLK COUNTY G/S. NO FIELD WORK WAS INVOLVED IN THE PREPARATION OF THIS SKETCH AND LEGAL.
THE ELECTRONIC S/GNA TUR£ HEREON IS IN COMPLIANCE WITH FLORIDA ADMINISTRATIVE CODE {FAC) SJ-17.062{3)

HENRY A. KILBURN
FLORIDA LICENSED SURVEYOR & MAPPER NO. LS 6661

DATE

>C,

-I

THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED
BY HENRY A. KILBURN, PSM 6661, ON 11/28/2023 PER FAC SJ-17.062(2).
THIS SURVEY IS NOT VALID WITHOUT TH£ ORIGINAL SIGNA TUR£ AND SEAL
OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
I	SHEET 1 OF 4
>	SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.
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KEY MAP:
NOT TO SCALE
20
291
SHEET 2 OF 4
SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.
	·,=.,1	De1111berry
-.

131 WEST KALEY STREET ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104
WWW.DEWBERRY.COM CERTIFICATE OF AUTHORIZATION No. LB 8011	

PREPARED FOR:	
-OF-			
WESTSIDE HANES CITY, CDD		CH DEV LLC	
{BRENTWOOD			
PHASES 2 & 3)			
SECTION 19,
TOWNSHIP 28 SOUTH, RANGE 27 EAST		DATE: 11/15/2023	PROJ: 50142055
REV DATE:	DRAWN BY.·WS	
POLK COUNTY	FLORIDA		SCALE 1» = N/A	CHECKED BY.· HAK	

LEGAL DESCRIPnON: 
A PORTION OF SECTION 19, TOWNSHIP 28 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE CENTER CORNER OF SAID SECTION 19; THENCE N88°59'19"E, ALONG THE NORTH LINE OF THE SE 1/4 OF SAID SECTION 19 A DISTANCE OF 992.29 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N88°59'19"E, A DISTANCE OF 661.52 FEET TO A POINT ON THE EAST LINE OF THE NORTHWEST 1/4	OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4	OF SAID SECTION 19; THENCE 500"19'15"£, ALONG SAID EAST LINE, A DISTANCE OF 661.64 FEET TO A POINT ON THE NORTH LINE OF THE SOUTHWEST 1/4	OF THE NORTHEAST 1/4	OF THE SOUTHEAST 1/4 OF SECTION 19; THENCE N88°55'21"E, ALONG THE SAID NORTH LINE, A DISTANCE OF 330.63 FEET TO A POINT ON THE EAST LINE OF THE EAST 1/2 OF THE SOUTHWEST 1/4	OF THE NORTHEAST 1/4	 OF THE SOUTHEAST 1/4	 OF SECTION 19; THENCE soo·18'JJ"E, ALONG SAID EAST LINE, A DISTANCE OF 661.26 FEET TO A POINT ON THE SOUTH LINE OF THE NORTH 1/2 OF THE SOUTHWEST 1/4	OF SECTION 19; THENCE S88°51'22"W, ALONG SAID NORTH LINE, A DISTANCE OF 991.52 FEET TO A POINT ON THE EAST LINE OF THE EAST 1/2 OF THE SOUTHEAST 1/4	OF THE NORTHEAST 1/4	 OF THE SOUTHWEST 1/4	OF SECTION 19; THENCE N00"20'37"W, ALONG SAID EAST LINE, A DISTANCE OF 163.38 FEET,· THENCE DEPARTING SAID EAST LINE, RUN N89°02'28"E, A DISTANCE OF 83.53 FEET,· THENCE Noo·57'32"w, A DISTANCE OF 57.00 FEET,· THENCE N89°02'28"E, A DISTANCE OF 76.00 FEET,· THENCE N00"57'09"W, A DISTANCE OF 894.67 FEET,· THENCE 589-01'45"W, A DISTANCE OF 60.10 FEET; THENCE Noo·57'32"w, A DISTANCE OF 57.02 FEET,· THENCE 589-02'28"W, A DISTANCE OF 15.00 FEET,· THENCE Noo·57'32"w, A DISTANCE OF 137.74 FEET,· THENCE S88°59'20"W, A DISTANCE OF 72.22 FEET TO A POINT ON THE EAST 1/2	OF THE
SOUTHEAST 1/4	OF THE NORTHEAST 1/4	OF THE SOUTHWEST 1/4	OF SECTION 19; THENCE N00"20'37"W, ALONG SIAD EAST LINE, A DISTANCE OF 15.00 FEET TO THE POINT OF BEGINNING.
LESS ALL RECORDED INTERIOR ROAD RIGHT OF WAYS CONTAINING 21 ACRES MORE OR LESS.

SHEET J OF 4	{SE£ SHEET 4 FOR SKETCH OF D£SCRIPnON)
SKETCH OF DESCRIPnON ONLY.	THIS IS NOT A SURVEY.

SKETCH OF DESCRIPTION	-.	De1111berry
·,=.,1

131 WEST KALEY STREET ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104
WWW.DEWBERRY.COM CERTIFICATE OF AUTHORIZATION No. LB 8011	

PREPARED FOR:	
-OF-			
WESTSIDE HANES CITY, CDD		CH DEV LLC	
{BRENTWOOD			
PHASES 2 & 3)			
SECTION 19,
TOWNSHIP 28 SOUTH, RANGE 27 EAST		DATE: 11/15/2023	PROJ: 50142055
REV DATE:	DRAWN BY.·WS	
POLK COUNTY	FLORIDA		SCALE 1» = N/A	CHECKED BY.· HAK	

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1 INCH = 300 FEET
SHEET 4 OF 4	(SE£ SHEET 3 FOR D£SCRtPnoN OF SKETCH)
SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

SKETCH OF DESCRIPTION	-.
·,=.,1	De1111berry
131 WEST KALEY STREET ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104
WWW.DEWBERRY.COM CERTIFICATE OF AUTHORIZATION No.LB 8011	

PREPARED FOR:						
-OF-								
WESTSIDE HANES CITY, CDD		CH DEV LLC						
{BRENTWOOD								
PHASES 2 & 3)								
SECTION 19,
TOWNSHIP 28 SOUTH, RANGE 27 EAST		DATE: 11/15/2023	PROJ: 50142055
REV DATE:	DRAWN BY.·WS						
POLK COUNTY	FLORIDA		SCALE 1» = 300'	CHECKED BY.· HAK						

(Not A Survey)

DESCRIPTION:

A portion of TRACTS D-4 and D-5 of BBRENTWOOD TOWNHOMES PHASE I, according to the plat thereof as recorded in Plat Book 194, Pages 16 through 19 of the public records of Polk County, Florida said parcel of land lying in Section 19, Township 26 South, Range 27 East, Polk County, Florida, and being more particularly described as follows:

BEGIN at the Northeast corner of said TRACT D-4, run thence along the South boundary of said BRENTWOOD TOWNHOMES PHASE I the following two (2) courses: (1) S.00°57'32"E., a distance of 38.88 feet; (2) S.89°01'45"W., a distance of 744.99 feet; thence N.00°58'18"W., a distance of 57.46 feet; thence N.89°02'28"E., a distance of 135.00 feet; thence S.00°57'32"E., a distance of 17.44 feet; thence N.89°02'28"E., a distance of 916.33 feet to a point on aforesaid South boundary; thence along said South boundary, S.88°51'21"W., a distance of 306.33 feet to the POINT OF BEGINNING.
Containing 0.741 acres, more or less.

SURVEYOR'S NOTES:
Bearings shown hereon are based on the South boundary of the of BRENTWOOD TOWNHOMES PHASE I, according to the plat thereof, as recorded in Plat Book 194, Pages 16 through 19 of the public records of Polk County, Florida being S.00°57'32"E. The grid bearing as shown hereon refer to the State Plane Coordinate System, North American Horizontal Datum of 1983 (NAD83-2011 adjustment) for the West zone of Florida.
I do hereby certify that this sketch & description was made under my supervision and meets the Standards of Practice set forth by the Florida Board of Professional Surveyors & Mappers stated in Rules 5J-17.051, 5J-17.052, and 5J-17-053, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes.								

Charles M. Arnett	LS6884	
	West Florida
213 Hobbs Street
Tampa, Florida 33619
Phone: (813) 248-8888
Fax: (813) 248-2266
www.geopointsurvey.com Licensed Business No.: LB 7768
GeoPoint						
	 CMA	 02/10/2024	 CMA							
	  GLK Real Estate							
	Revisions							

	

	

					

	

	

FILE PATH: P:\BRENTWOOD TOWNHOMES\PLAT\DESCRIPTION\BRENTWOOD TOWNHOMES PH 4 & 5 - DS OF PH 1 PORTION.DWG	LAST SAVED BY: CARNETT	01 of 02							
(Not A Survey)

Tract R-2
FDC GROVE ROAD

Tract D-4
Tract D-2

TRACT 17

PLANK PLACE

NORTH

0	75'	150'

1"=150'

TRACT 18

FLORIDA DEVELOPMENT COMPANY
Plat Book 3, Pages 60-63

Southeast 1/4 of Section 19-26S-27E

TRACT 19

  TRACT 14	

TRACT 20

POINT OF BEGINNING

TRACT 21

TRACT 12
See Sheet 1 for Signature & Revisions
West Florida
213 Hobbs Street
Tampa, Florida 33619
Phone: (813) 248-8888
Fax: (813) 248-2266
www.geopointsurvey.com Licensed Business No.: LB 7768

FILE PATH: P:\BRENTWOOD TOWNHOMES\PLAT\DESCRIPTION\BRENTWOOD TOWNHOMES PH 4 & 5 - DS OF PH 1 PORTION.DWG	LAST SAVED BY: CARNETT
02 of 02
Legal Descriptions – Cascades Phase 3 Subdivision

Parcel Number: 272630-708000-040131 (Per Book 10032, Pages 1308 - 1311):
THAT PART OF TRACT 13 IN THE SW 1/4 OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AS SHOWN ON THE PLAT OF "MAP OF FLORIDA DEVELOPMENT CO. TRACT LOCATED IN POLK COUNTY, FLORIDA" RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, PUBLIC RECORDS OF POLK COUNTY, FLORIDA DESCRIBED AS: BEGIN AT A POINT ON THE EAST BOUNDARY OF SAID TRACT 13,
495.13 FEET SOUTH OF THE NORTHEAST CORNER OF SAID TRACT 13, AND RUN SOUTH 00°03'28" WEST ALONG SAID EAST BOUNDARY, 151.28 FEET; THENCE SOUTH 89°01'41" WEST 101.28 FEET; THENCE NORTH 33°32'22" EAST 183.56 FEET TO THE POINT OF BEGINNING.

Parcel Number: 272630-708000-040097 (Per Book 10032, Pages 1308 - 1311):
A PORTION OF TRACTS 9, 10, 11, AND 12 IN THE SW 1/4 OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AS SHOWN ON THE PLAT OF "MAP OF FLORIDA DEVELOPMENT CO. TRACT LOCATED IN POLK COUNTY, FLORIDA, “RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63 OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA, DESCRIBED AS: BEGIN AT THE NORTHEAST CORNER OF SAID TRACT 12 AND RUN NORTH 89°02'03" EAST ALONG THE NORTH BOUNDARIES OF SAID TRACTS 10 AND 11, 589.37 FEET; THENCE S00° 05' 35" WEST, PARALLEL WITH THE EAST BOUNDARY OF TRACT 9, 616.31 FEET; THENCE NORTH 89°01'41" EAST TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF F.D.C. GROVE ROAD; THENCE SOUTH 00°05'35" WEST ALONG SAID RIGHT OF WAY LINE, 30.00 FEET TO A POINT ON THE SOUTH BOUNDARY OF SAID TRACT 9, THENCE SOUTH 89°01'41" WEST ALONG THE SOUTH BOUNDARIES OF SAID TRACTS 9, 10, 11, AND 12, 1310.43 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 12; THENCE NORTH 00°03'28" EAST ALONG THE WEST BOUNDARY OF SAID TRACT 12; 151.28 FEET; THENCE NORTH 33°32'22" EAST, 600.73 FEET TO THE POINT OF BEGINNING.

Parcel Number: 272630-707500-040051 (Per Book 10032, Pages 1308 - 1311):
THAT PART OF TRACTS 5, 6, 7, AND 8 IN THE SW 1/4 OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY FLORIDA, AS SHOWN ON THE PLAT OF "SUBDIVISION BY HOLLY HILL GROVE & FRUIT COMPANY POLK COUNTY, FLA", RECORDED IN PLAT BOOK 17, PAGE 35 OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA, DESCRIBED AS: BEGIN AT THE SOUTHWEST CORNER OF SAID TRACT 5 AND RUN NORTH 05°47'32" EAST, 501.06 FEET; THENCE NORTH 41°18'00" WEST, 195.07 FEET OF THE SOUTH LINE OF A PLATTED RIGHT OF WAY; THENCE NORTH 89°02'26" EAST ALONG SAID SOUTH RIGHT OF WAY LINE; 10581.61 FEET TO THE WESTERLY RIGHT OF WAY LINE OF F.D.C. GROVE ROAD; THENCE SOUTH 00°05'36" WEST ALONG SAID WESTERLY RIGHT OF WAY LINE, 30.00 FEET; THENCE SOUTH 89°02'26" WEST, 390.00 FEET; THENCE SOUTH 00°05'36" WEST, PARALLEL WITH THE EASTERLY BOUNDARY OF SAID TRACT 8,
616.31 FEET TO THE SOUTH BOUNDARY OF SAID TRACT 7; THENCE SOUTH 89°02'03" WEST, 589.37 FEET TO THE POINT OF BEGINNING.

Parcel Number: 272630-708000-030191 (Per Book 10032, Pages 1308 - 1311):
The SOUTH 1/2 OF TRACTS 19 AND 20, ALL OF TRACTS 21 THROUGH 24, INCLUSIVE AND ALL OF TRACTS 28, 29, AND 30 IN THE NORTHWEST 1/4 OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AS SHOWN ON THE PLAT OF "MAP OF FLORIDA DEVELOPMENT CO. TRACT LOCATED IN POLK COUNTY, FLORIDA" AS RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63 OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA, LESS AND EXCEPT: BEGIN AT THE SOUTHEAST CORNER OF SAID TRACT 24 (ON THE LAND LINE); AND RUN SOUTH 89°07'-1" WEST, ALONG THE SOUTH BOUNDARY OF SAID TRACTS 24 AND 23, 407.00 FEET; THENCE NORTH 00°05'34" EAST 613.83 FEET; THENCE NORTH 89°11'37" EAST, 407.00 FEET TO THE EAST BOUNDARY OF SAID TRACT 24; THENCE SOUTH 00°05'34" WEST, 613.30 FEET TO THE POINT OF BEGINNING.
Parcel Number: 272630-708000-030261 (Per Book 10543, Pages 1285 - 1288):
Tract 26 in the NW 1/4 of Section 30, Township 26 South, Range 27 East, FLORIDA DEVELOPMENT CO. TRACT, according to the map or plat thereof as recorded in Plat Book 3, Page 60, Public Records of Polk County, Florida. LESS AND EXCEPT from the above-described Tract 26 the real property described as follows:
A PORTION OF TRACT 26 IN THE NW 1/4 OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, ACCORDING TO THE PLAT OF "FLORIDA DEVELOPMENT COMPANY SUBDIVISION", RECORDED IN PLAT BOOK 3, PAGES 60-63, POLK COUNTY, FLORIDA, ALL BEING FURTHER DESCRIBED AS: BEGIN AT A 5/8" IRON ROD AND CAP "RLS 3781" STANDING AT THE NORTHEAST CORNER OF SAID TRACT 25, SAID POINT ALSO LIES ON THE WEST RIGHT-OF-WAY LINE (30' PLATTED RIGHT-OF-WAY WIDTH) OF FDC GROVE ROAD, AND RUN THENCE ALONG THE EAST LINE OF SAID TRACT 25, ALSO BEING SAID WEST RIGHT-OF-WAY LINE, S-00°07'00"-E, 643.72 FEET TO A 5/8" IRON ROD AND CAP "LB 8126" STANDING AT THE SOUTHEAST CORNER OF SAID TRACT 25, SAID POINT ALSO LIES ON THE NORTH PLATTED RIGHT-OF- WAY LINE (30' PLATTED RIGHT OF WAY WIDTH) OF A PLATTED STREET (NOT PHYSICALLY OPEN); THENCE DEPARTING SAID WEST RIGHT-OF-WAY LINE, AND ALONG THE SOUTH LINE OF SAID TRACT 25 AND SAID TRACT 26, ALSO ALONG SAID NORTH PLATTED RIGHT-OF-WAY LINE, S-88°55'22"-W, 417.44 FEET; THENCE DEPARTING SAID NORTH PLATTED RIGHT-OF-WAY LINE, N-00°07'00"-W, 644.16 FEET TO A POINT ON THE NORTH LINE OF SAID TRACT 26; THENCE ALONG THE NORTH LINE OF SAID TRACT 26 AND SAID TRACT 25 N-88°59'00"-E, 417.43 FEET TO THE POINT OF BEGINNING.

Parcel Number: 272630-708000-030250 (Per Book 10543, Pages 1065 - 1067):
ALL OF TRACT 25, AND A PORTION OF TRACT 26, ALL LYING IN THE NW 1/4 OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, ACCORDING TO THE PLAT OF "FLORIDA DEVELOPMENT COMPANY SUBDIVISION", RECORDED IN PLAT BOOK 3, PAGES 60-63, POLK COUNTY, FLORIDA, ALL BEING FURTHER DESCRIBED AS: BEGIN AT A 5/8" IRON ROD AND CAP "RLS 3781" STANDING AT THE NORTHEAST CORNER OF SAID TRACT 25, SAID POINT ALSO LIES ON THE WEST RIGHT-OF-WAY LINE (30' PLATTED RIGHT- OF-WAY WIDTH) OF FDC GROVE ROAD, AND RUN THENCE ALONG THE EAST LINE OF SAID TRACT 25, ALSO BEING SAID WEST RIGHT-OF-WAY LINE, S-00° 07' 00" -E, 643.72 FEET TO A 5/8" IRON ROD AND CAP "LB 8126" STANDING AT THE SOUTHEAST CORNER OF SAID TRACT 25, SAID POINT ALSO LIES ON THE NORTH PLATTED RIGHT-OF-WAY LINE (30' PLATTED RIGHT OF WAY WIDTH) OF A PLATTED STREET (NOT PHYSICALLY OPEN); THENCE DEPARTING SAID WEST RIGHT-OF-WAY LINE, AND ALONG THE SOUTH LINE OF SAID TRACT 25 AND SAID TRACT 26, ALSO ALONG SAID NORTH PLATTED RIGHT-OF-WAY LINE, S-88° 55' 22" -W, 417.44 FEET; THENCE DEPARTING SAID NORTH PLATTED RIGHT-OF-WAY LINE, N-00° 07' 00" - W, 644.16 FEET TO A POINT ON THE NORTH LINE OF SAID TRACT 26; THENCE ALONG THE NORTH LINE OF SAID TRACT 26 AND SAID TRACT 25 N-88° 59' 00" -E, 417.43 FEET TO THE POINT OF BEGINNING.
LEGAL DESCRIPTION
PROPOSED “WYNNSTONE” SUBDIVISION PHASE 1 BOND ISSUANCE BOUNDARY
Revised 2-22-2024

NOTES:
PERIMETER BOUNDARY INFORMATION BASED ON “ALTA/NSPS LAND TITLE SURVEY”, PREPARED BY GEO POINT SURVEYING, INC., JOB# 1001945-LEN WS 001, FIELD SURVEY DATE: OCTOBER 26, 2023, AND “BOUNDARY SURVEY”, PREPARED BY GEO POINT SURVEYING, INC., JOB #1001945-GLK WS-002, FIELD SURVEY DATE: DECEMBER 19, 2023, BOTH WERE RELIED UPON AS BEING COMPLETED AND CORRECT.
INTERIOR ROADWAYS AND LOT CONFIGURATION BASED ON “CONCEPTUAL SITE PLAN-SINGLE FAMILY”, WYNNSTONE SINGLE FAMILY, POLK COUNTY, FLORIDA”, PREPARED BY ABSOLUTE ENGINEERING, INC. JOB # 19-0009-0010, AND WAS RELIED UPON AS BEING COMPLETE AND CORRECT.
ALL OF TRACTS 1, 2, 3, AND 4 IN THE NORTHWEST ¼ OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, BEING WITHIN THE PLAT OF “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, AS RECORDED IN PLAT BOOK 3, PAGES 60 TO 63 (INCLUSIVE), OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA;
AND
ALL OF TRACTS 1, 2, 3, 4, 13, 14, 15, AND 16 IN THE SOUTHWEST ¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, BEING WITHIN THE PLAT OF “HOLLY HILL GROVE & FRUIT COMPANY”, AS RECORDED IN PLAT BOOK 17, PAGE 34 OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA;
AND
ALL OF TRACTS 5, 6, 12, 17, 18, 19, 28, 29, 30, 31, AND 32 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
AND
PARTS OF TRACTS 9, 10, 11, 20, 21, 22, 23, AND 24 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
AND
ALL OF THE SOUTH 150.00 FEET OF TRACTS 1 AND 2 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
AND
PART OF THE SOUTH 150.00 FEET OF TRACT 3 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
AND
ALL OF TRACTS 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 27, 28, 29, 30, 31 AND 32 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH

ALL OF THAT PLATTED RIGHT-OF-WAY (30.00 FEET TOTAL WIDTH), LYING NORTH OF AND ADJOINING THE NORTH BOUNDARY OF TRACTS 1, 2, 3 AND 4 IN THE NORTHWEST ¼ OF SAID SECTION 30, AND LYING SOUTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACTS 29, 30, 31, AND 32 IN THE SOUTHWEST ¼ OF SAID SECTION 19, ALL BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH
ALL OF THAT PLATTED 15.00 FEET WIDE RIGHT-OF-WAY LYING NORTH OF AND ADJOINING THE NORTH BOUNDARY OF TRACTS 17, 18, 19, 20, 21, 22, 23, AND 24 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH
ALL OF THAT PLATTED 15.00 FEET WIDE RIGHT-OF-WAY LYING SOUTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACTS 13, 14, 15, AND 16 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “HOLLY HILL GROVE & FRUIT COMPANY”;

1925 BARTOW ROAD  LAKELAND, FL 33801
OFFICE: (863) 940-2040 FAX: (863) 940-2044 EMAIL: INFO@WOODCIVIL.COM
CERTIFICATE OF AUTHORIZATION NO. 32508
(NOT A SURVEY)
LEGAL DESCRIPTION CONSISTS OF FOUR (4) PAGES, AND IS NOT COMPLETE WITHOUT ALL PAGES
REVISION 1 02/22/24
PAGE 1 OF 4
TOGETHER WITH

ALL OF THAT MAINTAINED RIGHT-OF-WAY (WIDTH VARIES) ACCORDING TO MAP BOOK 17, PAGES 93 TO 99 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA, LYING NORTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACTS 9, 10, 11, AND 12 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH
ALL OF THAT 15.00 FEET WIDE PLATTED RIGHT-OF-WAY LYING EAST OF AND ADJOINING THE EAST BOUNDARY OF TRACTS 9 AND 24, AND ALL OF THAT MAINTAINED RIGHT-OF-WAY ACCORDING TO MAP BOOK 18, PAGES 43 TO 61 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA, LYING WEST OF AND ADJOINING THE EAST BOUNDARY OF TRACTS 9 AND 24, ALL IN THE SOUTHWEST ¼ OF SAID SECTION 19, AND BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH
ALL OF THAT REMAINING 15.00 FEET WIDE PLATTED RIGHT-OF-WAY LYING NORTH OF AND ADJOINING THE NORTH BOUNDARY OF TRACT 4 IN THE SOUTHWEST ¼ OF SAID SECTION 19, AND BEING WITHIN THE PLAT OF SAID “HOLLY HILL GROVE & FRUIT COMPANY”, LYING EAST OF THE EASTERLY BOUNDARY OF THE VACATED RIGHT-OF-WAY ACCORDING TO THE OFFICIAL RECORDS BOOK 8483, PAGE 400, PUBLIC RECORDS OF POLK COUNTY, FLORIDA;
AND TOGETHER WITH
ALL OF THAT REMAINING 15.00 FEET WIDE PLATTED RIGHT-OF-WAY LYING SOUTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACT 29 IN THE NORTHWEST ¼ OF SAID SECTION 19, AND BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, LYING EAST OF THE EASTERLY BOUNDARY OF THE VACATED RIGHT-OF-WAY ACCORDING TO THE OFFICIAL RECORDS BOOK 8483, PAGE 400, PUBLIC RECORDS OF POLK COUNTY, FLORIDA;
AND TOGETHER WITH

ALL OF THAT PLATTED RIGHT-OF-WAY (30.00 FEET TOTAL WIDTH) LYING NORTH OF AND ADJOINING THE NORTH BOUNDARY OF TRACTS 5 AND 6 IN THE SOUTHWEST ¼ OF SECTION 19, AND LYING SOUTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACTS 27 AND 28 IN THE NORTHWEST ¼ OF SECTION 19, ALL BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”.

DESCRIPTION:
ALL BEING MORE PARTICULARLY DESCRIBED AS:
COMMENCE AT A 4” X 4” CONCRETE MONUMENT AND CAP “RLS3781” STANDING AT THE WEST ¼ (QUARTER) CORNER OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AND RUN THENCE ALONG THE WEST BOUNDARY OF THE NORTHWEST ¼ OF SAID SECTION 30, N-00°04'07”-W, 1985.41 FEET; THENCE DEPARTING SAID WEST BOUNDARY, RUN N-89°55'53”-E, 15.00 FEET TO THE SOUTHWEST CORNER OF TRACT 1 IN THE NORTHWEST ¼ OF SAID SECTION 30, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, SAID POINT IS ALSO THE POINT OF BEGINNING; THENCE ALONG THE WEST BOUNDARY OF SAID TRACT 1 AND ITS NORTHERLY PROJECTION , N-00°04'07”-W, 661.71 FEET TO A PONT ON THE NORTH BOUNDARY OF THE NORTHWEST ¼ OF SAID SECTION 30, SAID POINT IS ALSO ON THE SOUTH BOUNDARY OF THE SOUTHWEST ¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA; THENCE ALONG THE WEST BOUNDARY OF TRACT 17 AND 32 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT,” AND THE SOUTHERLY AND NORTHERLY PROJECTION THEREOF, ALSO BEING THE EASTERLY PLATTED RIGHT-OF-WAY PER PLAT BOOK 3, PAGES 60 TO 63 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA, CONTINUE ALONG THE WEST BOUNDARY OF TRACTS 1 AND 16 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “HOLLY HILL GROVE & FRUIT COMPANY”, AND THE SOUTHERLY AND NORTHERLY PROJECTION THEREOF, ALSO BEING THE EASTERLY PLATTED RIGHT-OF-WAY PER PLAT BOOK 17, PAGE 34, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, CONTINUE ALONG THE WEST BOUNDARY OF TRACTS 17 AND 32 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, AND THE SOUTHERLY AND NORTHERLY PROJECTIONS THEREOF, ALSO BEING THE EASTERLY PLATTED RIGHT-OF-WAY PER PLAT BOOK 3, PAGES 60 TO 63 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA, CONTINUE ALONG THE WEST BOUNDARY OF TRACTS 1 AND 16 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, AND THE SOUTHERLY PROJECTION THEREOF, ALSO BEING THE EASTERLY PLATTED RIGHT-OF-WAY PER PLAT BOOK 3, PAGES 60 TO 63, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, RUN N-00°04'06”-W, 4785.68 FEET TO A 5/8” IRON ROD AND CAP “LB5073” STANDING AT THE NORTHWEST CORNER OF THE SOUTH 150.00 FEET OF SAID TRACT 1, SAID POINT IS ALSO THE SOUTHWEST CORNER OF SUNSET RIDGE PHASE 2”, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 126, PAGES 36 TO 41 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE DEPARTING SAID WEST BOUNDARY AND SAID EASTERLY RIGHT-OF-WAY, RUN ALONG THE NORTH BOUNDARY OF THE SOUTH 150.00

1925 BARTOW ROAD  LAKELAND, FL 33801
OFFICE: (863) 940-2040 FAX: (863) 940-2044 EMAIL: INFO@WOODCIVIL.COM
CERTIFICATE OF AUTHORIZATION NO. 32508
(NOT A SURVEY)
LEGAL DESCRIPTION CONSISTS OF FOUR (4) PAGES, AND IS NOT COMPLETE WITHOUT ALL PAGES
REVISION 1 02/22/24
PAGE 2 OF 3
FEET OF TRACTS 1, 2, AND 3 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, ALSO BEING THE SOUTH BOUNDARY OF SAID “SUNSET RIDGE PHASE 2”, RUN N-89°08'35”-E, BASIS OF BEARING FOR THIS DESCRIPTION, 1061.45 FEET; THENCE DEPARTING SAID NORTH BOUNDARY OF THE SOUTH 150.00 FEET OF TRACTS 1, 2, AND 3, AND DEPARTING THE SOUTH BOUNDARY OF SAID “SUNSET RIDGE PHASE 2, RUN S-00°11'00”-E, 150.01 FEET TO A POINT ON THE NORTH BOUNDARY OF TRACT 14 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE CONTINUE ALONG THE NORTH BOUNDARY OF SAID TRACT 14, AND CONTINUE ALONG THE NORTH BOUNDARY OF TRACT 13 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, RUN N-89°08'35”-E, 460.61 FEET TO A 4” X 4” CONCRETE MONUMENT AND CAP “LB 8112” STANDING AT THE NORTHEAST CORNER OF SAID TRACT 13, SAID POINT ALSO BEING THE NORTHWEST CORNER OF “NATURES RESERVE PHASE 1” ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 162, PAGES 47 TO 49 (INCLUSIVE) PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG THE EAST BOUNDARY OF SAID TRACT 13 AND ITS SOUTHERLY PROJECTION, ALSO BEING THE WEST BOUNDARY OF SAID “NATURES RESERVE PHASE 1”, RUN S-00°20'10”-E, 676.06 FEET TO THE NORTHWEST CORNER OF TRACT 21 IN THE NORTHWEST
¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE ALONG THE NORTH BOUNDARY OF SAID TRACT 21, AND CONTINUE ALONG THE NORTH BOUNDARY OF TRACT 22 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, RUN N-89°06'00”-E, 662.14 FEET TO A 5/8” IRON ROD WITH NO IDENTIFICATION STANDING AT THE NORTHEAST CORNER OF SAID TRACT 22; THENCE ALONG THE EAST BOUNDARY OF SAID TRACT 22 AND THE EAST BOUNDARY OF TRACT 27 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT,” AND ITS SOUTHERLY PROJECTION, ALSO BEING THE WEST BOUNDARY OF SAID “NATURES RESERVE PHASE 1” AND ITS SOUTHERLY PROJECTION, AND CONTINUE ALONG THE EAST BOUNDARY OF TRACT 6 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, AND ITS NORTHERLY AND SOUTHERLY EXTENSIONS, RUN S-00°21'46”-E, 1976.46 FEET; THENCE S-89°00'33”-W,
115.96 FEET; THENCE S-89°55'13”-W, 168.00 FEET; THENCE S-00°04'47”-E, 110.00 FEET; THENCE N-89°55'13”-E, 30.23 FEET; THENCE S-00°04'47”-E, 40.00 FEET; THENCE N-89°55'13”-E, 85.00 FEET; THENCE S-00°04'47”-E, 480.00 FEET; THENCE N-89°55'13”-E, 85.00 FEET TO A POINT OF CURVE CONCAVE NORTHERLY; THENCE NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-44°55'13”-E, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE N-89°55'13”-E, 40.00 FEET TO A POINT OF CURVE CONCAVE EASTERLY; THENCE SOUTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-45°04'47”-E, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE N-89°55'13”-E, 170.00 FEET TO A POINT OF CURVE CONCAVE NORTHERLY; THENCE NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-44°55'13”-E, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE N-89°55'13”-E, 40.00 FEET TO A POINT OF CURVE CONCAVE EASTERLY; THENCE SOUTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-45°04'47”-E, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE N-89°55'13”-E, 155.00 FEET; THENCE N-00°04'47”-W, 120.00 FEET; THENCE N-89°55'13”-E, 5.00 FEET TO A POINT OF CURVE CONCAVE NORTHERLY; THENCE NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 75.00 FEET, A CENTRAL ANGLE/DELTA OF 59°12'40”, A CHORD BEARING OF N-60°18'52”-E, A CHORD DISTANCE OF 74.10 FEET, FOR AN ARC LENGTH OF 77.57 FEET; THENCE ALONG A NON-RADIAL LINE, N-89°55'13”-E, 133.06 FEET; THENCE N-00°05'16”-W, 489.86 FEET TO A POINT ON THE NORTH BOUNDARY OF TRACT 9 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE ALONG SAID NORTH BOUNDARY, N-89°05'03”-E, 19.99 FEET TO A POINT ON THE WESTERLY MAINTAINED RIGHT-OF-WAY OF FDC GROVE ROAD, ACCORDING TO MAP BOOK 18, PAGES 43 TO 61 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE DEPARTING SAID NORTH BOUNDARY AND ALONG SAID WESTERLY MAINTAINED RIGHT-OF-WAY THE FOLLOWING SIX (6) COURSES: 1) S-00°27'36”-E, 607.85 FEET; THENCE 2) S-18°10'05”-W,
18.77 FEET; THENCE 3) S-10°22'17”-E, 53.68 FEET; THENCE 4) S-00°22'39”-E, 197.61 FEET; THENCE 5) S-01°12'23”-W, 332.36 FEET; THENCE 6) S-00°27'05”-W, 118.81 FEET TO A POINT ON THE SOUTH BOUNDARY OF TRACT 24 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE DEPARTING SAID WESTERLY MAINTAINED RIGHT-OF-WAY, AND ALONG THE SOUTH BOUNDARY OF SAID TRACT 24, RUN S-89°08'17”-W, 20.02 FEET; THENCE DEPARTING SAID SOUTH BOUNDARY, RUN N-00°05'16”-W, 490.71 FEET; THENCE S-89°55'13”-W, 126.36 FEET; THENCE ALONG A RADIAL LINE, S-52°13'40”-W, 15.00 FEET TO A POINT ON A CURVE CONCAVE SOUTHWESTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 75.00 FEET, A CENTRAL ANGLE/DELTA OF 52°18'27”, A CHORD BEARING OF N-63°55'34”-W, A CHORD DISTANCE OF 66.12 FEET, FOR AN ARC LENGTH OF 68.47 FEET; THENCE S-89°55'13”-W, 5.00 FEET; THENCE N-00°04'47”-W,
120.00 FEET; THENCE S-89°55'13”-W, 155.00 FEET TO A POINT OF CURVE CONCAVE SOUTHERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-44°55'13”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 40.00 FEET TO A POINT OF CURVE CONCAVE WESTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-45°04'47”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 170.00 FEET TO A POINT OF CURVE CONCAVE SOUTHERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-44°55'13”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 40.00 FEET TO A POINT OF CURVE CONCAVE WESTERLY; THENCE

1925 BARTOW ROAD  LAKELAND, FL 33801
OFFICE: (863) 940-2040 FAX: (863) 940-2044 EMAIL: INFO@WOODCIVIL.COM
CERTIFICATE OF AUTHORIZATION NO. 32508
(NOT A SURVEY)
LEGAL DESCRIPTION CONSISTS OF FOUR (4) PAGES, AND IS NOT COMPLETE WITHOUT ALL PAGES
REVISION 1 02/22/24
PAGE 3 OF 4
NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-45°04'47”-W, A CHORD DISTANCE OF 35.36 FEET FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 170.00 FEET TO A POINT ON A CURVE CONCAVE SOUTHERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-44°55'13”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 40.00 FEET TO A POINT OF CURVE CONCAVE WESTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-45°04'47”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 170.00 FEET TO A POINT OF CURVE CONCAVE SOUTHERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-44°55'13”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 40.00 FEET TO A POINT OF CURVE CONCAVE WESTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-45°04'47”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 85.00 FEET; THENCE S-00°04'47”-E, 481.18 FEET; THENCE S-22°12'50”-E, 88.48 FEET; THENCE S-46°46'12”-E, 81.16 FEET; THENCE S-70°05'16”-E, 72.63 FEET; THENCE N-89°55'13”-E, 202.89 FEET TO THE NORTHEAST CORNER OF TRACT 28 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE ALONG THE EAST BOUNDARY OF SAID TRACT 28, RUN S-00°21'05”-E, 647.48 FEET TO THE SOUTHEAST CORNER OF SAID TRACT 28; THENCE ALONG THE SOUTH BOUNDARY OF SAID TRACT 28, RUN S-89°03'32”-W,
331.81 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 28; THENCE DEPARTING SAID SOUTH BOUNDARY, RUN S-00°20'33”-E, 15.00 FEET TO A POINT ON THE SOUTH BOUNDARY OF THE SOUTHWEST ¼ OF SAID SECTION 19, ALSO BEING A POINT ON THE NORTH BOUNDARY OF THE NORTHWEST ¼ OF SAID SECTION 30; THENCE ALONG THE EAST BOUNDARY OF TRACT 4 IN THE NORTHWEST ¼ OF SAID SECTION 30, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT,” AND ITS NORTHERLY PROJECTION, RUN S-00°07'14”-E, 660.05 FEET TO THE SOUTHEAST CORNER OF SAID TRACT 4; THENCE ALONG THE SOUTH BOUNDARY OF SAID TRACT 4, AND CONTINUE ALONG THE SOUTH BOUNDARY OF TRACTS 1, 2, AND 3 IN THE NORTHWEST ¼ OF SAID SECTION 30, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, RUN S-89°06'13”-W, 1544.95 FEET TO THE POINT OF BEGINNING.
CONTAINING: 234.358 ACRES, MORE OR LESS.

1925 BARTOW ROAD  LAKELAND, FL 33801
OFFICE: (863) 940-2040 FAX: (863) 940-2044 EMAIL: INFO@WOODCIVIL.COM
CERTIFICATE OF AUTHORIZATION NO. 32508
(NOT A SURVEY)
LEGAL DESCRIPTION CONSISTS OF FOUR (4) PAGES, AND IS NOT COMPLETE WITHOUT ALL PAGES
REVISION 1 02/22/24
PAGE 4 OF 4

200

100	0

200

400
TRACT 12	TRACT NUMBER PER "MAP OF FLORIDA DEVELOPMENT CO. TRACT", PER PLAT BOOK 3, PAGES 60-63 TRACT 2
H.H.G.&F. CO.  TRACT NUMBER PER "HOLLY HILL GROVE & FRUIT COMPANY", PER PLAT BOOH 17, PAGE 34
Scale: 1" = 200'

P.O.B.	POINT OF BEGINNING

(RAD)	RADIAL

(NR)	NON RADIAL

BEARINGS SHOWN HEREON ARE BASED ON THE NORTH BOUNDARY OF THE SOUTH 150 FEET OF TRACTS 1, 2 AND 3, IN THE NORTHWEST 1/4 OF SECTION 19, ALSO BEING THE SOUTH BOUNDARY OF "SUNSET RIDGE PHASE 2", AS RECORDED IN PLAT BOOK 126, PAGES 36 - 41, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, HAVING A GRID BEARING OF N-89°08'35"-E. THE GRID BEARINGS AS SHOWN HEREON REFER TO THE STATE OF FLORIDA COORDINATE SYSTEM, NORTH AMERICAN HORIZONTAL DATUM OF 1983 (NAD 83-2011 ADJUSTMENT) FOR THE WEST ZONE OF FLORIDA.

1

1

1
1

EAST BOUNDARY OF TRACT 6

WESTERLY MAINTAINED R/W LINE

Curve Table	Curve Table

Curve #
Length

Radius

Delta
Chord Length
Chord Bearing

Curve # Length Radius	Delta	Chord Length Chord Bearing

1	C1		INTENTIONALLY OMITTED			C9	39.27'	25.00'	90° 00' 00"	35.36'	S44° 55' 13"W	
1	C2		INTENTIONALLY OMITTED			C10	39.27'	25.00'	90° 00' 00"	35.36'	N45° 04' 47"W	
	C3	39.27'	25.00'  90° 00' 00"	35.36'	N44° 55' 13"E	C11	39.27'	25.00'	90° 00' 00"	35.36'	S44° 55' 13"W	
	C4	39.27'	25.00'  90° 00' 00"	35.36'	S45° 04' 47"E	C12	39.27'	25.00'	90° 00' 00"	35.36'	N45° 04' 47"W	
	C5	39.27'	25.00'  90° 00' 00"	35.36'	N44° 55' 13"E	C13	39.27'	25.00'	90° 00' 00"	35.36'	S44° 55' 13"W	
	C6	39.27'	25.00'  90° 00' 00"	35.36'	S45° 04' 47"E	C14	39.27'	25.00'	90° 00' 00"	35.36'	N45° 04' 47"W	
	C7	77.51'	75.00'  59° 12' 40"	74.10'	N60° 18' 52"E	C15	39.27'	25.00'	90° 00' 00"	35.36'	S44° 55' 13"W	
	C8	68.47'	75.00'  52° 18' 27"	66.12'	N63° 55' 34"W	C16	39.27'	25.00'	90° 00' 00"	35.36'	N45° 04' 47"W	

SHEET:

Section 3
RESOLUTION 2024-10 [ASSESSMENT AREA TWO]
A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE WESTSIDE HAINES CITY COMMUNITY DEVELOPMENT DISTRICT AUTHORIZING DISTRICT PROJECTS FOR CONSTRUCTION AND/OR ACQUISITION OF INFRASTRUCTURE IMPROVEMENTS; EQUALIZING, APPROVING, CONFIRMING, AND LEVYING SPECIAL ASSESSMENTS ON PROPERTY SPECIALLY BENEFITED BY SUCH PROJECTS TO PAY THE COST THEREOF; PROVIDING FOR THE PAYMENT AND THE COLLECTION OF SUCH SPECIAL ASSESSMENTS BY THE METHODS PROVIDED FOR BY CHAPTERS 170, 190, AND 197, FLORIDA STATUTES; CONFIRMING THE DISTRICT’S INTENTION TO ISSUE SPECIAL ASSESSMENT BONDS; MAKING PROVISIONS FOR TRANSFERS OF REAL PROPERTY TO GOVERNMENTAL BODIES; PROVIDING FOR THE RECORDING OF AN ASSESSMENT NOTICE; PROVIDING FOR SEVERABILITY, CONFLICTS AND AN EFFECTIVE DATE.
Whereas, the Westside Haines City Community Development District (the “District”) previously indicated its intention to construct certain types of infrastructure improvements and to finance such infrastructure improvements through the issuance of bonds, which bonds would be repaid by the imposition of special assessments on benefited property within the District; and

Whereas, the District previously adopted that certain Resolution 2021-09, equalizing, approving, confirming, and levying special assessments on property within the District; and

WHEREAS, due to updated cost and financing estimates, the District desires to re-equalize, re-approve, re-confirm, and re-levy special assessments for the property known as “Assessment Area Two” within the District, as described in Exhibit A and Exhibit B attached hereto; and

Whereas, the District Board of Supervisors (the “Board”) has noticed and conducted a public hearing pursuant to Chapters 170, 190, and 197, Florida Statutes, relating to the imposition, levy, collection and enforcement of such assessments for Assessment Area Two.

NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE WESTSIDE HAINES CITY COMMUNITY DEVELOPMENT DISTRICT AS FOLLOWS:

Section 1.  Authority for this Resolution. This Resolution is adopted pursuant to Chapters 170, 190, and 197, Florida Statutes, including without limitation, Section 170.08, Florida Statutes.
Section 2.	Findings. The Board hereby finds and determines as follows:

The District is a local unit of special-purpose government organized and existing under and pursuant to Chapter 190, Florida Statutes, as amended.
The District is authorized by Chapter 190, Florida Statutes, to finance, fund, plan, establish, acquire, install, equip, operate, extend, construct, or reconstruct stormwater management facilities; roadways; water and wastewater facilities; off-site improvements (turn lanes); electrical utilities (street lighting); entry features and signage; parks and amenities; and other infrastructure projects and services necessitated by the development of, and serving lands within, the District; and
The District is authorized by Chapter 190, Florida Statutes, to levy and impose special assessments to pay all, or any part of, the cost of such infrastructure projects and services and to issue special assessment bonds payable from such special assessments as provided in Chapters 170, 190, and 197, Florida Statutes.
It is necessary to the public health, safety and welfare and in the best interests of the District that (i) the District provide the capital improvements (the “Capital Improvements”), the nature and location of which was initially described in Resolution 2024-08, and is shown in the Second Amended and Restated Engineer’s Report, dated March 18, 2024 (the “Engineer’s Report”) (attached as Exhibit A hereto and incorporated herein by this reference), and which the plans and specifications 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 (“District Records Offices”); (ii) the cost of such Capital Improvements be assessed against the lands specially benefited by such Capital Improvements; and (iii) the District issue bonds to provide funds for such purposes pending the receipt of such special assessments.
The provision of said Capital Improvements, the levying of such Assessments (hereinafter defined) and the sale and issuance of such bonds serves a proper, essential, and valid public purpose and is in the best interests of the District, its landowners, and residents.
In order to provide funds with which to pay all or a portion of the costs of the Capital Improvements which are to be assessed against the benefitted properties, pending the collection of such Assessments, it is necessary for the District from time to time to sell and issue its Special Assessment Bonds, in one or more series (the “Bonds”).
By Resolution 2024-08, the Board determined to provide the Capital Improvements and to defray the costs thereof by making Assessments on benefited property and expressed an intention to issue Bonds, notes or other specific financing mechanisms to provide all or a portion of the funds needed for the Capital Improvements prior to the collection of such Assessments. Resolution 2024-08 was adopted in compliance with the requirements of Section 170.03, Florida Statutes, and prior to the time it was adopted, the requirements of Section 170.04, Florida Statutes, had been met.
As directed by Resolution 2024-08, said Resolution 2024-08 was published as required by Section 170.05, Florida Statutes, and a copy of the publisher’s affidavit of publication is
on file with the Secretary of the Board.
As directed by Resolution 2024-08, a preliminary assessment roll was adopted and filed with the Board as required by Section 170.06, Florida Statutes.
As required by Section 170.07, Florida Statutes, upon completion of the preliminary assessment roll, the Board adopted Resolution 2024-09, fixing the time and place of a public hearing at which owners of the property to be assessed and other persons interested therein may appear before the Board and be heard as to (1) the propriety and advisability of making the infrastructure improvements, (2) the cost thereof, (3) the manner of payment therefore, and (4) the amount thereof to be assessed against each specially benefited property or parcel and provided for publication of notice of such public hearing and individual mailed notice in accordance with Chapters 170, 190, and 197, Florida Statutes.
Notice of such public hearing was given by publication and also by mail as required by Section 170.07, Florida Statutes. Affidavits as to such publications and mailings are on file in the office of the Secretary of the Board.
On April 17, 2024, at the time and place specified in Resolution 2024-09 and the notice referred to in paragraph (k) above, the Board met as an Equalization Board, conducted such public hearing, and heard and considered all complaints and testimony as to the matters described in paragraph (j) above. The Board has made such modifications in the preliminary assessment roll as it deems necessary, just and right in the making of the final assessment roll.
Having considered the estimated costs of the Capital Improvements, estimates of financing costs and all complaints and evidence presented at such public hearing, the Board further finds and determines:
that the estimated costs of the Capital Improvements are as specified in the Engineer’s Report, which Engineer’s Report is hereby adopted and approved, and that the amount of such costs is reasonable and proper; and
it is reasonable, proper, just and right to assess the cost of such Capital Improvements against the properties specially benefited thereby using the method determined by the Board set forth in the Master Assessment Methodology – Assessment Area Two, dated March 18, 2024 (the “Assessment Report,” attached hereto as Exhibit B and incorporated herein by this reference), for the Bonds, which results in the special assessments set forth on the final assessment roll included within such Exhibit B (the “Assessments”); and
the Assessment Report is hereby approved, adopted and confirmed. The District ratifies its use in connection with the issuance of the Bonds;
it is hereby declared that the Capital Improvements will constitute a special benefit to all parcels of real property listed on said final assessment roll and that the benefit, in the case of each such parcel, will be equal to or in excess of the Assessments thereon when allocated as set forth in Exhibit B;
that the costs of the Capital Improvements are fairly and reasonably apportioned to the properties specifically benefitted as set forth in Exhibit B;
it is in the best interests of the District that the Assessments be paid and collected as herein provided; and
it is reasonable, proper, just and right for the District to utilize the true-up mechanisms and calculations contained in the Assessment Report in order to ensure that all parcels of real property benefiting from the Capital Improvements are assessed accordingly and that sufficient assessment receipts are being generated in order to pay the corresponding Bond debt-service when due;
SECTION 3. AUTHORIZATION OF DISTRICT PROJECT. That construction of Capital Improvements initially described in Resolution No. 2024-08, and more specifically identified and described in Exhibit A attached hereto, is hereby authorized and approved and the proper officers, employees and/or agents of the District are hereby authorized and directed to take such further action as may be necessary or desirable to cause the same to be made.

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

Section 5.	Equalization, Approval, Confirmation and Levy of Special
ASSESSMENTS. The Assessments on the parcels specially benefited by the Capital Improvements, all as specified in the final assessment roll set forth in Exhibit B, attached hereto, are hereby equalized, approved, confirmed and levied. Immediately following the adoption of this Resolution, these Assessments, as reflected in Exhibit B attached hereto, shall be recorded by the Secretary of the Board of the District in a special book, to be known as the “Improvement Lien Book.” The Assessment or assessments against each respective parcel shown on such final assessment roll and interest, costs and penalties thereon, as hereafter provided, shall be and shall remain a legal, valid and binding first lien on such parcel until paid and such lien shall be coequal with the lien of all state, county, district, municipal or other governmental taxes and superior in dignity to all other liens, titles, and claims. Prior to the issuance of any Bonds, including refunding bonds, the District may, by subsequent resolution, adjust the acreage assigned to particular parcel identification numbers listed on the final assessment roll to reflect accurate apportionment of acreage within the District amongst individual parcel identification numbers. The District may make any other such acreage and boundary adjustments to parcels listed on the final assessment roll as may be necessary in the best interests of the District as determined by the Board by subsequent resolution. Any such adjustment in the assessment roll shall be consistent with the requirements of law. In the event the issuance of Bonds, including refunding bonds, by the District would result in a decrease of the Assessments, then the District shall by subsequent resolution, adopted within sixty (60) days of the sale of such Bonds at a publicly noticed meeting and without the need for further public hearing, evidence such a decrease and amend the final assessment roll as shown in the Improvement Lien Book to reflect such a decrease.

Section 6.	Finalization of Special Assessments.	When the entire Capital
Improvements project has both been constructed or otherwise provided to the satisfaction of the
Board, the Board shall adopt a resolution accepting the same and determining the actual costs (including financing costs) thereof, as required by Sections 170.08 and 170.09, Florida Statutes. Pursuant to the provisions of Section 170.08, Florida Statutes, regarding completion of a project funded by a particular series of bonds, the District shall credit to each Assessment the difference, if any, between the Assessment as hereby made, approved and confirmed and the proportionate part of the actual costs of the Capital Improvements, as finally determined upon completion thereof, but in no event shall the final amount of any such special assessment exceed the amount of benefits originally assessed hereunder. In making such credits, no credit shall be given for bond financing costs, capitalized interest, funded reserves or bond discounts. Such credits, if any, shall be entered in the Improvement Lien Book.
Section 7.	Payment of Special Assessments and Method of Collection.

The Assessments may be paid in not more than thirty (30) substantially equal consecutive annual installments of principal and interest. The Assessments may be paid in full without interest at any time within thirty (30) days after the completion of the Capital Improvements and the adoption by the Board of a resolution accepting the Capital Improvements, unless such option has been waived by the owner of the land subject to the Assessments; provided, however, that the Board shall at any time make such adjustments by resolution, at a noticed meeting of the Board, to that payment schedule as may be necessary and in the best interests of the District to account for changes in long and short term debt as actually issued by the District. All impact fee credits received and/or value received for impact fee credits shall be applied against the Capital Improvements costs and/or the outstanding indebtedness of any debt issuance that funded the improvement giving rise to the credits which application may be addressed by such resolutions. At any time subsequent to thirty
(30) days after the Capital Improvements have been completed and a resolution accepting the Capital Improvements has been adopted by the Board, the Assessments may be prepaid in full including interest amounts to the next succeeding interest payment date or to the second succeeding interest payment date if such a prepayment is made within forty-five (45) calendar days before an interest payment date. The owner of property subject to Assessments may prepay the entire remaining balance of the Assessments at any time, or a portion of the remaining balance of the Assessment one time if there is also paid, in addition to the prepaid principal balance of the Assessment, an amount equal to the interest that would otherwise be due on such prepaid amount on the next succeeding interest payment date, or, if prepaid during the forty-five day (45) period preceding such interest payment date, to the interest payment date following such next succeeding interest payment date. Prepayment of Assessments does not entitle the property owner to any discounts for early payment.
The District may elect to use the method of collecting Assessments authorized by Sections 197.3632 and 197.3635, Florida Statutes (the “Uniform Method”). The District has heretofore taken or will use its best efforts to take as timely required, any necessary actions to comply with the provisions of said Sections 197.3632 and 197.3635, Florida Statutes. Such Assessments may be subject to all of the collection provisions of Chapter 197, Florida Statutes. Notwithstanding the above, in the event the Uniform Method of collecting its special or non-ad valorem assessments is not available to the District in any year, or if determined by the District to be in its best interest, the Assessments may be collected as is otherwise permitted by law. The District may, in its sole discretion, collect Assessments by directly assessing landowner(s) and enforcing said collection in any manner authorized by law.
For the period the District uses the Uniform Method, the District shall enter into an agreement with the Tax Collector of Polk County who may notify each owner of a lot or parcel within the District of the amount of the special assessment, including interest thereon, in the manner provided in Section 197.3635, Florida Statutes.
Section 8.	Application of True-Up Payments.

Pursuant to the Assessment Report, attached hereto as Exhibit B, there may be required from time to time certain true-up payments. As parcels of land or lots are platted, the Assessments securing the Bonds shall be allocated as set forth in the Assessment Report. In furtherance thereof, at such time as parcels or land or lots are platted, it shall be an express condition of the lien established by this Resolution that any and all initial plats of any portion of the lands within the District, as the District’s boundaries may be amended from time to time, shall be presented to the District Manager for review, approval and calculation of the percentage of acres and numbers of units which will be, after the plat, considered to be developed. No further action by the Board of Supervisors shall be required. The District’s review shall be limited solely to this function and the enforcement of the lien established by this Resolution. The District Manager shall cause the Assessments to be reallocated to the units being platted and the remaining property in accordance with Exhibit B, cause such reallocation to be recorded in the District’s Improvement Lien Book, and shall perform the true-up calculations described in Exhibit B, which process is incorporated herein as if fully set forth (the “True-Up Methodology”). Any resulting true-up payment shall become due and payable that tax year by the landowner(s) of record of the remaining unplatted property, in addition to the regular assessment installment payable with respect to such remaining unplatted acres.
The District will take all necessary steps to ensure that true-up payments are collected in a timely fashion to ensure its debt service obligations are met. The District shall record all true- up payments in its Improvement Lien Book.
The foregoing is based on the District’s understanding with GLK Real Estate, LLC, that it intends to develop the unit numbers and types shown in Exhibit B, on the net developable acres and is intended to provide a formula to ensure that the appropriate ratio of the Assessments to gross acres is maintained if fewer units are developed. However, no action by the District prohibits more than the maximum units shown in Exhibit B from being developed. In no event shall the District collect Assessments pursuant to this Resolution in excess of the total debt service related to the Capital Improvements, including all costs of financing and interest. The District recognizes that such events as regulatory requirements and market conditions may affect the timing and scope of the development in the District. If the strict application of the True-Up Methodology to any assessment reallocation pursuant to this paragraph would result in Assessments collected in excess of the District’s total debt service obligation for the Capital Improvements, the Board shall by resolution take appropriate action to equitably reallocate the Assessments. Further, upon the District’s review of the final plat for the developable acres, any unallocated Assessments shall become due and payable and must be paid prior to the District’s approval of that plat.
The application of the monies received from true-up payments or Assessments to the actual debt service obligations of the District, whether long term or short term, shall be set forth in the supplemental assessment resolution adopted for each series of Bonds actually issued. Such
subsequent resolution shall be adopted at a noticed meeting of the District, and shall set forth the actual amounts financed, costs of issuance, expected costs of collection, and the total amount of the assessments pledged to that issue, which amount shall be consistent with the lien imposed by this Resolution. Each such supplemental resolution shall also address the allocation of any impact fee credits expected to be received from the provision of the project funded by the corresponding series of Bonds issued or to be issued.
Section 9.  Government Property; Transfers of Property to Units of Local,
State, and Federal Government. Property owned by units of local, state, and federal government shall not be subject to the Assessments without specific consent thereto. If at any time, any real property on which Assessments are imposed by this Resolution is sold or otherwise transferred to a unit of local, state, or federal government (without consent of such governmental unit to the imposition of Assessments thereon), all future unpaid Assessments for such tax parcel shall become due and payable immediately prior to such transfer without any further action of the District.

Section 10. Assessment Notice. The District’s Secretary is hereby directed to record a general Notice of Assessments in the Official Records of Polk County, Florida, which shall be updated from time to time in a manner consistent with changes in the boundaries of the District.

Section 11. Severability. If any section or part of a section of this Resolution be declared invalid or unconstitutional, the validity, force and effect of any other section or part of a section of this Resolution shall not thereby be affected or impaired unless it clearly appears that such other section or part of a section of this Resolution is wholly or necessarily dependent upon the section or part of a section so held to be invalid or unconstitutional.

Section 12. Conflicts. All resolutions or parts thereof in conflict herewith are, to the extent of such conflict, superseded and repealed.

Section 13.	Effective Date. This Resolution shall become effective upon its adoption. [Remainder of this page intentionally left blank]
APPROVED AND ADOPTED this 17th day of April 2024.

ATTEST:	WESTSIDE HAINES CITY
COMMUNITY DEVELOPMENT DISTRICT

Secretary/Assistant Secretary	Chairperson, Board of Supervisors

Exhibit A:	Second Amended and Restated Engineer’s Report, dated March 18, 2024
Exhibit B:	Master Assessment Methodology – Assessment Area Two, dated March 18, 2024

REFERENCE NO. 50142055

WESTSIDE HAINES CITY COMMUNITY DEVELOPMENT DISTRICT
Second Amended and Restated Engineer's Report
MARCH 18, 2024

SUBMITTED BY
Dewberry Engineers Inc. 800 N. Magnolia Avenue Suite 1000
Orlando, Florida 32803
407.843.5120

SUBMITTED TO
Westside Haines City CDD Attention: Jillian Burns 219 E. Livingston Street Orlando, Florida 32801
407.841.5524
ORIGINAL
Westside Haines City CDD Amended and Restated Engineer's Report

Table of Contents
Introduction	3
Purpose and Scope	4
The Development	5
Capital Improvements	5
Capital Improvement Plan Components	5
Stormwater Management Facilities	5
Public Roadways	6
Water and Wastewater Facilities	6
Off-Site Improvements	6
Amenities and Parks	6
Electric Utilities and Lighting	7
Entry Feature	7
Miscellaneous	7
Permitting	7
Recommendation	8
Report Modification	8
Summary and Conclusion	8
Engineer’s Certification	8
Table of Tables
Table 1.1 Land Use Summary	3
Table 1.2 Land Use Summary	4
Table 1.3 Land Use Summary	4
Table 5.1 Permit Status for Overall Development (Brentwood Townhomes and Cascade Phases 1 & 2)	7
Table 5.2 Permit Status for Overall Development (Brentwood Phases 2 & 3, Brentwood Phases 4 & 5, Wynnstone Phase 1, and Cascade Phase 3)	8
Westside Haines City CDD Amended and Restated Engineer's Report

Table of Figures
Aerial Location Map	Exhibit 1
Legal Description	Exhibit 2
District Boundary Map	Exhibit 3
Land Use Map	Exhibit 4
Zoning Map	Exhibit 5
Utility Location Map and Drainage Flow Pattern Map	Exhibit 6
Summary of Opinion of Probable Cost	Exhibit 7
Summary of District Facilities	Exhibit 8
Overall Site Plan	Exhibit 9
Westside Haines City CDD Amended and Restated Engineer's Report

Introduction
The Westside Haines City Community Development District (the ''District" or “CDD”) is located on the west side of US Highway 27 (SR 25) from Minute Maid Ramp Road to the southern boundary of Massee Road. The District is located with the city limits of Haines City, Florida (“City”) and the unincorporated area of Polk County (“County”). In March 2021, the District contained approximately 613.43 acres and included 2,752 residential lots of various sizes for single-family lots and townhome lots with recreation/amenity areas, parks, and associated infrastructure for the various villages. The District currently contains approximately 595.10 acres and is expected to consist of 2,574 residential lots of various sizes for single-family and townhomes with recreation/amenity areas, parks, and associated infrastructure.

The CDD was established under County Ordinance No. 21-017, which was approved by the Polk County Commission and the City of Haines City and became effective on March 18, 2021. The boundaries of the District were amended by Ordinance No. 22-071, adopted by the Board of County Commissioners of Polk County, Florida, and effective on November 2, 2022, and by Ordinance No. 23-065, adopted by the Board of County Commissioners of Polk County, Florida, and effective on October 3, 2023. 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. Polk County will own all utilities except for those serving the 46 lots in the southeast corner which will be owned by the City of Haines City.

The Master Developer (“Developer”) GLK Real Estate LLC is based in Winter Haven, Florida. The Development is approved as a Planned Development (PD) for Residential Units and is divided into three
(3) villages: Brentwood, Cascades, and Wynnstone. A land use summary is presented in Table 1.

Public improvements and facilities financed, acquired, and/or constructed by the District will be designed and constructed to conform to regulatory criteria from the city, county, Southwest Florida Water Management District (SWFWMD), and other applicable agencies with regulatory jurisdiction over the development, an overall estimate of the probable cost of the public improvements are provided in Exhibit 7 of this report.

The Capital Improvement Plan (“CIP” or this “Engineer’s 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 any modifications will not diminish the benefits to 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 a comparable level of benefits to the lands served by the improvements. Changes and modifications are expected as changes in regulatory criteria are implemented.

Table 1.1 Land Use Summary

LAND USE SUMMARY		
LAND USE	AREA (AC)	
Master Stormwater System	47.74	
Residential Land (Single-Family and Townhomes Lots)	226.89	
Roadways Infrastructure & Public Facilities	93.78	
Lakes	5.09	
Amenity Center	2.09	
Open Space/Conservation Areas/Parks	219.51	
TOTAL	595.10	
Westside Haines City CDD Amended and Restated Engineer's Report

Table 1.2 Land Use Summary

PHASING SUMMARY		
PHASE	NUMBER OF UNITS	
Cascades 1	597	
Cascades 2	74	
Cascades 3	344	
Brentwood 1	226	
Brentwood 2	124	
Brentwood 3	122	
Brentwood 4 & 5	290	
Wynnstone 1 & 2	797	
TOTAL – Westside Haines City CDD	2,574	

Table 1.3 Land Use Summary

LOT TYPES			
PHASE	LOT TYPE	NUMBER OF UNITS	
Cascades 1	40-ft Lots	404	
	50-ft Lots	193	
Cascades 2	40-ft Lots	30	
	50-ft Lots	44	
Cascades 3	40-ft Lots	219	
	50-ft Lots	125	
Brentwood 1	Townhomes	226	
Brentwood 2	Townhomes	124	
Brentwood 3	Townhomes	122	
Brentwood 4/5	Townhomes	290	
Wynnstone 1	40-ft & 50-ft Lots	526	
Wynnstone 2	40-ft & 50-ft Lots	271	
TOTAL LOTS – Westside Haines City CDD	2,574		

Purpose and Scope
The purpose of this report is to provide engineering support for the funding of the proposed improvements within the District. This report will identify the proposed public infrastructure to be constructed or acquired by the District along with an Opinion of Probable Construction Costs. The District will finance, construct, acquire, operate, and maintain all or specific portions of the proposed public infrastructure.

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 to prepare this Engineer’s Report.
Westside Haines City CDD Amended and Restated Engineer's Report

The Development
The development will consist of a total of 2,574 residential units and associated infrastructure. The development is a planned residential community located West of US Highway 27 (SR 25) and consisting of 595.10 acres from the northern boundary of Minute Main Ramp Road 1 and extending south to the southern boundary located around Massee Road. The District is located within unincorporated Polk County and the City of Haines City. The land use for the District is planned unit development. The development is zoned RL-1, RL-2, RL-3, and RM within the city limits and zoned RMX and ECX within the unincorporated area of Polk County. The development will be constructed in three (3) villages and include up to eleven (11) phases.

Capital Improvements
The CIP consists of public infrastructure in each village and each phase of said village. The primary portions of the CIP will provide for stormwater pond construction, roadways built to an urban roadway typical section, water, and sewer facilities including three (3) lift stations and one (1) regional lift station, 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 that will outfall into the various on-site stormwater 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 as well as the 4 (four) lift stations serving the project. Below-ground installation of telecommunications and cable television will occur but will not be funded by the District.

As a part of the recreational component of the CIP, there are various amenity centers within the development and specifically for each of the villages of the development. There are four (4) amenity centers: one (1) in the Village of Cascades, one (1) in Wynnstone, and two (2) within Brentwood. The total area of the amenity and recreational parcels is 12.89 acres. There will be conservation areas as well that can serve as passive parks within the various villages and the development that are available to the public for utilization of the facilities. The amenity centers and recreational areas will have connectivity via sidewalks to the other portions of the District. The amenity centers and recreational areas will be accessed by the public roadways and sidewalks.

Capital Improvement Plan Components
The CIP for the District includes the following:

Stormwater Management Facilities
Stormwater management facilities consisting of storm conveyance systems and retention/detention ponds are contained within the District boundaries. Stormwater will be discharged via roadway curb and gutter and 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 treatment systems are regulated by the City, the County, and SWFWMD. There are various conservation areas throughout the District and will be preserved in the existing condition and these will accept stormwater discharges from our ponds as shown on Exhibit 6.

Federal Emergency Management Agency Flood Insurance Rate Map (FEMA FIRM) Panel No. 12105C0225G, effective date December 22, 2016, demonstrates that the property is located within Flood Zones X, A, and AE. Based on this information and the site topography, it appears that 100-year compensation will be done in areas where we will impact existing depressions throughout the development and the 100-year flood volumes will be compensated as it is required by the city, county, and FEMA.

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
Westside Haines City CDD Amended and Restated Engineer's Report

the Florida Department of Environmental Protection (FDEP) as delegated by the Environmental Protection Agency (EPA). The SWPPP will be prepared to depict the proposed recommended locations of required erosion control measures and staked turbidity barriers specifically along the downgradient side of any proposed construction activity. The site contractor will be required to provide the necessary reporting as required by the National Pollutant Discharge Elimination System (NPDES) General Permit with erosion control, its maintenance, and any rainfall events that occur during construction activity.

Public Roadways
The proposed public roadway sections include a 24-foot wide roadway consisting of asphalt and with Miami curbs or Type F curb and gutter on both sides along with a 50-foot right-of-way. The proposed roadway section will consist of stabilized subgrade, a lime rock, crushed concrete, or cement-treated base and asphalt type roadway wearing surface. The proposed curb is to be 2-feet 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 drinking water system inclusive of water main, gate valves, fire hydrants, and appurtenances will be installed for the District. The water service provider will be Polk County Public Utilities. The water system will be designed to provide an equally distributed system that provides redundancy to the system. These facilities will be installed within the proposed public rights-of-way and will provide potable drinking water (domestic) and fire protection services to serve the entire District.

A domestic wastewater collection system inclusive of gravity sanitary sewer mains and sewer laterals will be installed. The gravity sanitary sewer mains will be a minimum of eight (8)-inch diameter PVC pipe systems. The gravity sanitary sewer lines will be placed inside of the proposed public rights-of-way, under the proposed paved roadways. Laterals will branch off from these sewer lines 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 that will interconnect three (3) lift stations and all discharge to a master lift station that will pump through a force main that will connect to the city water treatment facility located north of the development.

Polk County Public Utilities will provide the reclaimed water to be used for all irrigation within the CDD. The reclaimed water will be funded by the District and installed onsite within the roadways to provide for irrigation within the public right-of-way or any areas needing irrigation. 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 entrances. The site construction activities associated with the CIP are anticipated to be completed by villages and phases based on the estimated schedule for each village and phase. The schedule is shown on Exhibit 7. Upon completion of each phase within each village, the improvements will be through the required inspections as well as final certifications of completions will be obtained from SWFWMD, Polk County Health Department (water distribution system), 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, pavilion with public restroom facilities, pool, all-purpose playfields, and walking trails between the phases and villages to provide connectivity to the various amenity centers within the CDD. In addition, there will be public passive parks throughout the development, which will include benches and walking trails. All amenities and parks will be open and accessible to residents and the public.
Westside Haines City CDD Amended and Restated Engineer's Report

Electric Utilities and Lighting
The electric distribution system thru the District is currently planned to be underground, The District presently intends to fund the incremental cost for the undergrounding of the electrical system, transformer/cabinet pads, and electric manholes required by Duke Energy (Duke). Electric facilities will be owned and maintained by Duke after the dedication. The CDD will not fund the cost to purchase and install street lighting. These lights will be operated and maintained by Duke after the completion, with the District funding maintenance costs with funds other than tax-exempt bonds.

Entry Feature
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 reclaimed water or an irrigation well. The well and irrigation water mains to the various phases of the development will be constructed and acquired by the CDD with District funds and operated and maintained by the CDD. Landscaping for the roadways will consist of sod, perennial 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. It is noted that the City requires the walls as a buffer the development and thus will be funded together with the landscaping. There are no hard gates in the District and the District is accessible to the public.

Miscellaneous
The stormwater improvements, landscaping and irrigation, recreational improvements, and certain permits and professional fees as described in this report are being financed by the District to benefit 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/residential planned development.

Permitting
Construction permits for all phases are required and include the SWFWMD Environmental Resource Permit (ERP), Polk County Health Department, FDEP, and City construction plan approval.

Table 5.1 Permit Status for Overall Development (Brentwood Townhomes and Cascades Phases 1 & 2)

BRENTWOOD PHASE 1 AND CASCADES PHASES 1 & 2				
PERMITS/APPROVALS	APPROVAL/EXPECTED APPROVAL DATE			
	Cascades Phase 1	Cascades Phase 2	Brentwood Townhomes	
Zoning Approval	Approved	Approved	Approved	
Preliminary Plat	Approved	Approved	Approved	
SWFWMD ERP	Approved	Approved	Approved	
Construction Permits	Approved	Approved	Received	
Polk County Health Department Water	Approved	Approved	Approved	
FDEP Sanitary Sewer General Permit	Approved	Approved	Approved	
FDEP NOI	Approved	Received	Received	
Westside Haines City CDD Amended and Restated Engineer's Report

Table 5.2 Permit Status for Overall Development (Brentwood Phases 2 & 3, Brentwood Phases 4 & 5, Wynnstone Phase 1, and Cascades Phase 3)

BRENTWOOD PHASES 2-5, WYNNSTONE PHASE 1, AND CASCADES PHASE 3					
PERMITS/APPROVALS	APPROVAL/EXPECTED APPROVAL DATE				
	Brentwood Phase 2/3	Brentwood Phase 4/5	Cascades Phase 3	Wynnstone Phase 1	
Zoning Approval	Received	Received	Received	Received	
Preliminary Plat	Received	Received	Received	Approved	
SWFWMD ERP	Approved	Approved	Approved	Approved	
Construction Permits	Approved	Approved	Approved	Approved	
Polk County Health Department Water	Received	Received	Received	Pending	
FDEP Sanitary Sewer General Permit	Approved	Approved	Approved	Approved	
FDEP NOI - NPDES	Received	Received	Received	Pending	

Recommendation
As previously described, the public infrastructure is necessary for the development and functional operation as required by the City and County. The site planning, engineering design, and construction plans for the infrastructure are or will be in accordance with the applicable requirements of the City, 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 are 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 the proposed plan infrastructure as shown on construction drawings incorporating specifications in the most current SWFWMD, Polk County, and the City regulations.

Report Modification
During the development and implementation of the designed public infrastructure improvements, it may be necessary to make modifications and/or deviations to the plans. However, if such deviations and/or revisions do not change the overall primary objective of the plan for such improvements, then the cost differences would not materially affect the proposed construction cost estimates.

Summary and Conclusion
The improvements as outlined are necessary for the functional development of the Project. The Project is being designed in accordance with current government regulatory requirements. The Project will serve its intended function provided the construction is in substantial compliance with the design. Items of construction for the Project are based upon current development plans.

Engineer’s Certification
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 and the value is at least the same as the costs for said improvements. It is noted that all financed property improvements will be located on district owned lands that is or will be at the time of conveyance to the district or subject to a permanent easement in favor of the district or another public governmental entity.
The Opinion of Probable Costs for the public infrastructure improvements is only an estimate and is not a guaranteed maximum price. The estimated costs are based upon current unit prices and on our experience with ongoing and similar projects and basis in the county and city. 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.
Westside Haines City CDD Amended and Restated Engineer's Report

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 opinion that the costs of the CIP proposed represent a system of improvements benefitting all developable property located within the District, are fair and reasonable, and that the District-funded improvements are assessable improvements within the meaning of Chapter 190, F.S. We have no reason to believe that the CIP improvements cannot be constructed at the cost described in this report. We expect the improvements to be constructed or acquired by the District with bond proceeds, as indicated within this report. We believe that the District will be well served by the improvements discussed in this report.
I hereby certify that the foregoing is a true and correct copy of the engineer’s report for the Westside Haines City Community Development District.

Reinardo Malavé, P.E. Florida License No. 31588

LEGAL DESCRIPTION
PROPOSED “WYNNSTONE” SUBDIVISION PHASE 1 BOND ISSUANCE BOUNDARY
Revised 2-22-2024

NOTES:
PERIMETER BOUNDARY INFORMATION BASED ON “ALTA/NSPS LAND TITLE SURVEY”, PREPARED BY GEO POINT SURVEYING, INC., JOB# 1001945-LEN WS 001, FIELD SURVEY DATE: OCTOBER 26, 2023, AND “BOUNDARY SURVEY”, PREPARED BY GEO POINT SURVEYING, INC., JOB #1001945-GLK WS-002, FIELD SURVEY DATE: DECEMBER 19, 2023, BOTH WERE RELIED UPON AS BEING COMPLETED AND CORRECT.
INTERIOR ROADWAYS AND LOT CONFIGURATION BASED ON “CONCEPTUAL SITE PLAN-SINGLE FAMILY”, WYNNSTONE SINGLE FAMILY, POLK COUNTY, FLORIDA”, PREPARED BY ABSOLUTE ENGINEERING, INC. JOB # 19-0009-0010, AND WAS RELIED UPON AS BEING COMPLETE AND CORRECT.
ALL OF TRACTS 1, 2, 3, AND 4 IN THE NORTHWEST ¼ OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, BEING WITHIN THE PLAT OF “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, AS RECORDED IN PLAT BOOK 3, PAGES 60 TO 63 (INCLUSIVE), OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA;
AND
ALL OF TRACTS 1, 2, 3, 4, 13, 14, 15, AND 16 IN THE SOUTHWEST ¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, BEING WITHIN THE PLAT OF “HOLLY HILL GROVE & FRUIT COMPANY”, AS RECORDED IN PLAT BOOK 17, PAGE 34 OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA;
AND
ALL OF TRACTS 5, 6, 12, 17, 18, 19, 28, 29, 30, 31, AND 32 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
AND
PARTS OF TRACTS 9, 10, 11, 20, 21, 22, 23, AND 24 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
AND
ALL OF THE SOUTH 150.00 FEET OF TRACTS 1 AND 2 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
AND
PART OF THE SOUTH 150.00 FEET OF TRACT 3 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
AND
ALL OF TRACTS 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 27, 28, 29, 30, 31 AND 32 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH

ALL OF THAT PLATTED RIGHT-OF-WAY (30.00 FEET TOTAL WIDTH), LYING NORTH OF AND ADJOINING THE NORTH BOUNDARY OF TRACTS 1, 2, 3 AND 4 IN THE NORTHWEST ¼ OF SAID SECTION 30, AND LYING SOUTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACTS 29, 30, 31, AND 32 IN THE SOUTHWEST ¼ OF SAID SECTION 19, ALL BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH
ALL OF THAT PLATTED 15.00 FEET WIDE RIGHT-OF-WAY LYING NORTH OF AND ADJOINING THE NORTH BOUNDARY OF TRACTS 17, 18, 19, 20, 21, 22, 23, AND 24 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH
ALL OF THAT PLATTED 15.00 FEET WIDE RIGHT-OF-WAY LYING SOUTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACTS 13, 14, 15, AND 16 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “HOLLY HILL GROVE & FRUIT COMPANY”;

1925 BARTOW ROAD  LAKELAND, FL 33801
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LEGAL DESCRIPTION CONSISTS OF FOUR (4) PAGES, AND IS NOT COMPLETE WITHOUT ALL PAGES
REVISION 1 02/22/24
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TOGETHER WITH

ALL OF THAT MAINTAINED RIGHT-OF-WAY (WIDTH VARIES) ACCORDING TO MAP BOOK 17, PAGES 93 TO 99 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA, LYING NORTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACTS 9, 10, 11, AND 12 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH
ALL OF THAT 15.00 FEET WIDE PLATTED RIGHT-OF-WAY LYING EAST OF AND ADJOINING THE EAST BOUNDARY OF TRACTS 9 AND 24, AND ALL OF THAT MAINTAINED RIGHT-OF-WAY ACCORDING TO MAP BOOK 18, PAGES 43 TO 61 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA, LYING WEST OF AND ADJOINING THE EAST BOUNDARY OF TRACTS 9 AND 24, ALL IN THE SOUTHWEST ¼ OF SAID SECTION 19, AND BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH
ALL OF THAT REMAINING 15.00 FEET WIDE PLATTED RIGHT-OF-WAY LYING NORTH OF AND ADJOINING THE NORTH BOUNDARY OF TRACT 4 IN THE SOUTHWEST ¼ OF SAID SECTION 19, AND BEING WITHIN THE PLAT OF SAID “HOLLY HILL GROVE & FRUIT COMPANY”, LYING EAST OF THE EASTERLY BOUNDARY OF THE VACATED RIGHT-OF-WAY ACCORDING TO THE OFFICIAL RECORDS BOOK 8483, PAGE 400, PUBLIC RECORDS OF POLK COUNTY, FLORIDA;
AND TOGETHER WITH
ALL OF THAT REMAINING 15.00 FEET WIDE PLATTED RIGHT-OF-WAY LYING SOUTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACT 29 IN THE NORTHWEST ¼ OF SAID SECTION 19, AND BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, LYING EAST OF THE EASTERLY BOUNDARY OF THE VACATED RIGHT-OF-WAY ACCORDING TO THE OFFICIAL RECORDS BOOK 8483, PAGE 400, PUBLIC RECORDS OF POLK COUNTY, FLORIDA;
AND TOGETHER WITH

ALL OF THAT PLATTED RIGHT-OF-WAY (30.00 FEET TOTAL WIDTH) LYING NORTH OF AND ADJOINING THE NORTH BOUNDARY OF TRACTS 5 AND 6 IN THE SOUTHWEST ¼ OF SECTION 19, AND LYING SOUTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACTS 27 AND 28 IN THE NORTHWEST ¼ OF SECTION 19, ALL BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”.

DESCRIPTION:
ALL BEING MORE PARTICULARLY DESCRIBED AS:
COMMENCE AT A 4” X 4” CONCRETE MONUMENT AND CAP “RLS3781” STANDING AT THE WEST ¼ (QUARTER) CORNER OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AND RUN THENCE ALONG THE WEST BOUNDARY OF THE NORTHWEST ¼ OF SAID SECTION 30, N-00°04'07”-W, 1985.41 FEET; THENCE DEPARTING SAID WEST BOUNDARY, RUN N-89°55'53”-E, 15.00 FEET TO THE SOUTHWEST CORNER OF TRACT 1 IN THE NORTHWEST ¼ OF SAID SECTION 30, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, SAID POINT IS ALSO THE POINT OF BEGINNING; THENCE ALONG THE WEST BOUNDARY OF SAID TRACT 1 AND ITS NORTHERLY PROJECTION , N-00°04'07”-W, 661.71 FEET TO A PONT ON THE NORTH BOUNDARY OF THE NORTHWEST ¼ OF SAID SECTION 30, SAID POINT IS ALSO ON THE SOUTH BOUNDARY OF THE SOUTHWEST ¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA; THENCE ALONG THE WEST BOUNDARY OF TRACT 17 AND 32 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT,” AND THE SOUTHERLY AND NORTHERLY PROJECTION THEREOF, ALSO BEING THE EASTERLY PLATTED RIGHT-OF-WAY PER PLAT BOOK 3, PAGES 60 TO 63 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA, CONTINUE ALONG THE WEST BOUNDARY OF TRACTS 1 AND 16 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “HOLLY HILL GROVE & FRUIT COMPANY”, AND THE SOUTHERLY AND NORTHERLY PROJECTION THEREOF, ALSO BEING THE EASTERLY PLATTED RIGHT-OF-WAY PER PLAT BOOK 17, PAGE 34, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, CONTINUE ALONG THE WEST BOUNDARY OF TRACTS 17 AND 32 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, AND THE SOUTHERLY AND NORTHERLY PROJECTIONS THEREOF, ALSO BEING THE EASTERLY PLATTED RIGHT-OF-WAY PER PLAT BOOK 3, PAGES 60 TO 63 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA, CONTINUE ALONG THE WEST BOUNDARY OF TRACTS 1 AND 16 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, AND THE SOUTHERLY PROJECTION THEREOF, ALSO BEING THE EASTERLY PLATTED RIGHT-OF-WAY PER PLAT BOOK 3, PAGES 60 TO 63, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, RUN N-00°04'06”-W, 4785.68 FEET TO A 5/8” IRON ROD AND CAP “LB5073” STANDING AT THE NORTHWEST CORNER OF THE SOUTH 150.00 FEET OF SAID TRACT 1, SAID POINT IS ALSO THE SOUTHWEST CORNER OF SUNSET RIDGE PHASE 2”, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 126, PAGES 36 TO 41 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE DEPARTING SAID WEST BOUNDARY AND SAID EASTERLY RIGHT-OF-WAY, RUN ALONG THE NORTH BOUNDARY OF THE SOUTH 150.00

1925 BARTOW ROAD  LAKELAND, FL 33801
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FEET OF TRACTS 1, 2, AND 3 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, ALSO BEING THE SOUTH BOUNDARY OF SAID “SUNSET RIDGE PHASE 2”, RUN N-89°08'35”-E, BASIS OF BEARING FOR THIS DESCRIPTION, 1061.45 FEET; THENCE DEPARTING SAID NORTH BOUNDARY OF THE SOUTH 150.00 FEET OF TRACTS 1, 2, AND 3, AND DEPARTING THE SOUTH BOUNDARY OF SAID “SUNSET RIDGE PHASE 2, RUN S-00°11'00”-E, 150.01 FEET TO A POINT ON THE NORTH BOUNDARY OF TRACT 14 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE CONTINUE ALONG THE NORTH BOUNDARY OF SAID TRACT 14, AND CONTINUE ALONG THE NORTH BOUNDARY OF TRACT 13 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, RUN N-89°08'35”-E, 460.61 FEET TO A 4” X 4” CONCRETE MONUMENT AND CAP “LB 8112” STANDING AT THE NORTHEAST CORNER OF SAID TRACT 13, SAID POINT ALSO BEING THE NORTHWEST CORNER OF “NATURES RESERVE PHASE 1” ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 162, PAGES 47 TO 49 (INCLUSIVE) PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG THE EAST BOUNDARY OF SAID TRACT 13 AND ITS SOUTHERLY PROJECTION, ALSO BEING THE WEST BOUNDARY OF SAID “NATURES RESERVE PHASE 1”, RUN S-00°20'10”-E, 676.06 FEET TO THE NORTHWEST CORNER OF TRACT 21 IN THE NORTHWEST
¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE ALONG THE NORTH BOUNDARY OF SAID TRACT 21, AND CONTINUE ALONG THE NORTH BOUNDARY OF TRACT 22 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, RUN N-89°06'00”-E, 662.14 FEET TO A 5/8” IRON ROD WITH NO IDENTIFICATION STANDING AT THE NORTHEAST CORNER OF SAID TRACT 22; THENCE ALONG THE EAST BOUNDARY OF SAID TRACT 22 AND THE EAST BOUNDARY OF TRACT 27 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT,” AND ITS SOUTHERLY PROJECTION, ALSO BEING THE WEST BOUNDARY OF SAID “NATURES RESERVE PHASE 1” AND ITS SOUTHERLY PROJECTION, AND CONTINUE ALONG THE EAST BOUNDARY OF TRACT 6 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, AND ITS NORTHERLY AND SOUTHERLY EXTENSIONS, RUN S-00°21'46”-E, 1976.46 FEET; THENCE S-89°00'33”-W,
115.96 FEET; THENCE S-89°55'13”-W, 168.00 FEET; THENCE S-00°04'47”-E, 110.00 FEET; THENCE N-89°55'13”-E, 30.23 FEET; THENCE S-00°04'47”-E, 40.00 FEET; THENCE N-89°55'13”-E, 85.00 FEET; THENCE S-00°04'47”-E, 480.00 FEET; THENCE N-89°55'13”-E, 85.00 FEET TO A POINT OF CURVE CONCAVE NORTHERLY; THENCE NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-44°55'13”-E, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE N-89°55'13”-E, 40.00 FEET TO A POINT OF CURVE CONCAVE EASTERLY; THENCE SOUTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-45°04'47”-E, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE N-89°55'13”-E, 170.00 FEET TO A POINT OF CURVE CONCAVE NORTHERLY; THENCE NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-44°55'13”-E, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE N-89°55'13”-E, 40.00 FEET TO A POINT OF CURVE CONCAVE EASTERLY; THENCE SOUTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-45°04'47”-E, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE N-89°55'13”-E, 155.00 FEET; THENCE N-00°04'47”-W, 120.00 FEET; THENCE N-89°55'13”-E, 5.00 FEET TO A POINT OF CURVE CONCAVE NORTHERLY; THENCE NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 75.00 FEET, A CENTRAL ANGLE/DELTA OF 59°12'40”, A CHORD BEARING OF N-60°18'52”-E, A CHORD DISTANCE OF 74.10 FEET, FOR AN ARC LENGTH OF 77.57 FEET; THENCE ALONG A NON-RADIAL LINE, N-89°55'13”-E, 133.06 FEET; THENCE N-00°05'16”-W, 489.86 FEET TO A POINT ON THE NORTH BOUNDARY OF TRACT 9 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE ALONG SAID NORTH BOUNDARY, N-89°05'03”-E, 19.99 FEET TO A POINT ON THE WESTERLY MAINTAINED RIGHT-OF-WAY OF FDC GROVE ROAD, ACCORDING TO MAP BOOK 18, PAGES 43 TO 61 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE DEPARTING SAID NORTH BOUNDARY AND ALONG SAID WESTERLY MAINTAINED RIGHT-OF-WAY THE FOLLOWING SIX (6) COURSES: 1) S-00°27'36”-E, 607.85 FEET; THENCE 2) S-18°10'05”-W,
18.77 FEET; THENCE 3) S-10°22'17”-E, 53.68 FEET; THENCE 4) S-00°22'39”-E, 197.61 FEET; THENCE 5) S-01°12'23”-W, 332.36 FEET; THENCE 6) S-00°27'05”-W, 118.81 FEET TO A POINT ON THE SOUTH BOUNDARY OF TRACT 24 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE DEPARTING SAID WESTERLY MAINTAINED RIGHT-OF-WAY, AND ALONG THE SOUTH BOUNDARY OF SAID TRACT 24, RUN S-89°08'17”-W, 20.02 FEET; THENCE DEPARTING SAID SOUTH BOUNDARY, RUN N-00°05'16”-W, 490.71 FEET; THENCE S-89°55'13”-W, 126.36 FEET; THENCE ALONG A RADIAL LINE, S-52°13'40”-W, 15.00 FEET TO A POINT ON A CURVE CONCAVE SOUTHWESTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 75.00 FEET, A CENTRAL ANGLE/DELTA OF 52°18'27”, A CHORD BEARING OF N-63°55'34”-W, A CHORD DISTANCE OF 66.12 FEET, FOR AN ARC LENGTH OF 68.47 FEET; THENCE S-89°55'13”-W, 5.00 FEET; THENCE N-00°04'47”-W,
120.00 FEET; THENCE S-89°55'13”-W, 155.00 FEET TO A POINT OF CURVE CONCAVE SOUTHERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-44°55'13”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 40.00 FEET TO A POINT OF CURVE CONCAVE WESTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-45°04'47”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 170.00 FEET TO A POINT OF CURVE CONCAVE SOUTHERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-44°55'13”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 40.00 FEET TO A POINT OF CURVE CONCAVE WESTERLY; THENCE

1925 BARTOW ROAD  LAKELAND, FL 33801
OFFICE: (863) 940-2040 FAX: (863) 940-2044 EMAIL: INFO@WOODCIVIL.COM
CERTIFICATE OF AUTHORIZATION NO. 32508
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LEGAL DESCRIPTION CONSISTS OF FOUR (4) PAGES, AND IS NOT COMPLETE WITHOUT ALL PAGES
REVISION 1 02/22/24
PAGE 3 OF 4
NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-45°04'47”-W, A CHORD DISTANCE OF 35.36 FEET FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 170.00 FEET TO A POINT ON A CURVE CONCAVE SOUTHERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-44°55'13”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 40.00 FEET TO A POINT OF CURVE CONCAVE WESTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-45°04'47”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 170.00 FEET TO A POINT OF CURVE CONCAVE SOUTHERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-44°55'13”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 40.00 FEET TO A POINT OF CURVE CONCAVE WESTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-45°04'47”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 85.00 FEET; THENCE S-00°04'47”-E, 481.18 FEET; THENCE S-22°12'50”-E, 88.48 FEET; THENCE S-46°46'12”-E, 81.16 FEET; THENCE S-70°05'16”-E, 72.63 FEET; THENCE N-89°55'13”-E, 202.89 FEET TO THE NORTHEAST CORNER OF TRACT 28 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE ALONG THE EAST BOUNDARY OF SAID TRACT 28, RUN S-00°21'05”-E, 647.48 FEET TO THE SOUTHEAST CORNER OF SAID TRACT 28; THENCE ALONG THE SOUTH BOUNDARY OF SAID TRACT 28, RUN S-89°03'32”-W,
331.81 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 28; THENCE DEPARTING SAID SOUTH BOUNDARY, RUN S-00°20'33”-E, 15.00 FEET TO A POINT ON THE SOUTH BOUNDARY OF THE SOUTHWEST ¼ OF SAID SECTION 19, ALSO BEING A POINT ON THE NORTH BOUNDARY OF THE NORTHWEST ¼ OF SAID SECTION 30; THENCE ALONG THE EAST BOUNDARY OF TRACT 4 IN THE NORTHWEST ¼ OF SAID SECTION 30, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT,” AND ITS NORTHERLY PROJECTION, RUN S-00°07'14”-E, 660.05 FEET TO THE SOUTHEAST CORNER OF SAID TRACT 4; THENCE ALONG THE SOUTH BOUNDARY OF SAID TRACT 4, AND CONTINUE ALONG THE SOUTH BOUNDARY OF TRACTS 1, 2, AND 3 IN THE NORTHWEST ¼ OF SAID SECTION 30, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, RUN S-89°06'13”-W, 1544.95 FEET TO THE POINT OF BEGINNING.
CONTAINING: 234.358 ACRES, MORE OR LESS.

1925 BARTOW ROAD  LAKELAND, FL 33801
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CERTIFICATE OF AUTHORIZATION NO. 32508
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LEGAL DESCRIPTION CONSISTS OF FOUR (4) PAGES, AND IS NOT COMPLETE WITHOUT ALL PAGES
REVISION 1 02/22/24
PAGE 4 OF 4

200

100	0

200

400
TRACT 12	TRACT NUMBER PER "MAP OF FLORIDA DEVELOPMENT CO. TRACT", PER PLAT BOOK 3, PAGES 60-63 TRACT 2
H.H.G.&F. CO.  TRACT NUMBER PER "HOLLY HILL GROVE & FRUIT COMPANY", PER PLAT BOOH 17, PAGE 34
Scale: 1" = 200'

P.O.B.	POINT OF BEGINNING

(RAD)	RADIAL

(NR)	NON RADIAL

BEARINGS SHOWN HEREON ARE BASED ON THE NORTH BOUNDARY OF THE SOUTH 150 FEET OF TRACTS 1, 2 AND 3, IN THE NORTHWEST 1/4 OF SECTION 19, ALSO BEING THE SOUTH BOUNDARY OF "SUNSET RIDGE PHASE 2", AS RECORDED IN PLAT BOOK 126, PAGES 36 - 41, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, HAVING A GRID BEARING OF N-89°08'35"-E. THE GRID BEARINGS AS SHOWN HEREON REFER TO THE STATE OF FLORIDA COORDINATE SYSTEM, NORTH AMERICAN HORIZONTAL DATUM OF 1983 (NAD 83-2011 ADJUSTMENT) FOR THE WEST ZONE OF FLORIDA.

1

1

1
1

EAST BOUNDARY OF TRACT 6

WESTERLY MAINTAINED R/W LINE

Curve Table	Curve Table

Curve #
Length

Radius

Delta
Chord Length
Chord Bearing

Curve # Length Radius	Delta	Chord Length Chord Bearing

1	C1		INTENTIONALLY OMITTED			C9	39.27'	25.00'	90° 00' 00"	35.36'	S44° 55' 13"W	
1	C2		INTENTIONALLY OMITTED			C10	39.27'	25.00'	90° 00' 00"	35.36'	N45° 04' 47"W	
	C3	39.27'	25.00'  90° 00' 00"	35.36'	N44° 55' 13"E	C11	39.27'	25.00'	90° 00' 00"	35.36'	S44° 55' 13"W	
	C4	39.27'	25.00'  90° 00' 00"	35.36'	S45° 04' 47"E	C12	39.27'	25.00'	90° 00' 00"	35.36'	N45° 04' 47"W	
	C5	39.27'	25.00'  90° 00' 00"	35.36'	N44° 55' 13"E	C13	39.27'	25.00'	90° 00' 00"	35.36'	S44° 55' 13"W	
	C6	39.27'	25.00'  90° 00' 00"	35.36'	S45° 04' 47"E	C14	39.27'	25.00'	90° 00' 00"	35.36'	N45° 04' 47"W	
	C7	77.51'	75.00'  59° 12' 40"	74.10'	N60° 18' 52"E	C15	39.27'	25.00'	90° 00' 00"	35.36'	S44° 55' 13"W	
	C8	68.47'	75.00'  52° 18' 27"	66.12'	N63° 55' 34"W	C16	39.27'	25.00'	90° 00' 00"	35.36'	N45° 04' 47"W	

SHEET:
POLK CO.

MINUTE MAID RAMP RD. 2

HAINES CITY

MINUTE MAID RAMP RD. 1

POLK CO.
HOLLY HILL GROVE RD. 3

POLK CO.
HOLLY HILL GROVE RD. 2

WESTSIDE HAINES CITY CDD BOUNDARY

HAINES CITY

SAND HILL RD.

APPROX. CITY LIMITS

POLK CO.

HOLLY HILL TANK RD.

HAINES CITY

POLK CO.
HAINES CITY

MASSEE RD.

LEGEND

WESTSIDE HAINES CITY CDD PARCELS
CDD CONTRACTION

EXHIBIT 1 - LOCATION MAP WESTSIDE HAINES CITY CDD

0'	1600'

3200'
7/10/23
EXHIBIT 2 - LEGAL DESCRIPTION
WESTSIDE HAINES CITY COD LEGAL DESCRIPTIONS

THORNHILL PARCELS
PARCEL 1
DESCRIPTION: A PORTION OF TRACTS 11, 12 ,13, 14, 15, & 16 AND ALL OF TRACTS 3, 4 & S, OF THE SOUTHEAST¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, AS SHOWN ON THE PLAT OF FLORIDA DEVELOPMENT COMPANY, RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTHEAST CORNER OF SAID TRACT 5; THENCE ALONG THE EAST BOUNDARY OF SAID TRACT 5, S.00"18'53"E, A DISTANCE OF 648.05 FEET TO THE NORTH BOUNDARY OF AFORESAID TRACT 11; THENCE ALONG SAID NORTH BOUNDARY, N.88°58'16.,E, A DISTANCE OF 330.50 FEET TO THE EAST BOUNDARY OF AFORESAID TRACT 11; THENCE ALONG SAID EAST BOUDNARY, S.00"17'48"E, A DISTANCE OF 634.97' TO A POINT ON THE NORTHERLY MAINTAINED RIGHT-OF-WAY OF HOLLY HILL GROVE ROAD 3, PER MAP BOOK 17, PAGES 93 THROUGH 99, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID NORTHERLY RIGHT-OF­ WAY LINE THE FOLLOWING EIGHT (8) COURSES: 1) S.87"53'35"W., A DISTANCE OF 53.92 FEET; 2) S.89"00'18"W., A DISTANCE OF 481.38 FEET; 3) S.89"49'34"W., A DISTANCE OF 265.87 FEET; 4) S.88"05'52"W., A DISTANCE OF
320.84 FEET; 5) N.89"37'21"W., A DISTANCE OF 210.35 FEET; 6) S.87'.28'16"W., A DISTANCE OF 143.50 FEET; 7) S.89"25'55"W., A DISTANCE OF 472.21 FEET; 8) N.22"16'58"W., A DISTANCE OF 31.89 TO A POINT ON THE EASTERLY MAINTAINED RIGHT OF-WAY OF FDC GROVE ROAD, PER MAP BOOK 18, PAGES 44-61, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID EASTERLY MAINTAINED RIGHT-OF-WAY THE FOLLOWING FOUR (4) COURSES: 1) N.01·14'03"W., A DISTANCE OF 140.55 FEET; 2) N.00•55•37•w., A DISTANCE OF 104.29 FEET; 3) N.00"08'51"W,, A DISTANCE OF 326.27 FEET 4) N.00"11'29"W., A DISTANCE OF 30.58 FEET TO THE WESTERLY EXTENSION OF THE SOUTH BOUNDARY OF CAMBRIA, AS RECORDED IN PLAT BOOK 159, PAGES 26 THROUGH 27, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG THE SOUTH AND EAST BOUNDARIES, RESPECTIVELY, OF SAID CAMBRIA, THE FOLLOWING TWO (2) COURSES: 1) N.88"58'16"E., A DISTANCE OF 640.37 FEET; 2) N.00"21'17"W., A DISTANCE OF 648.36 FEET OT THE SOUTHERLY RIGHT-OF-WAY OF AN UNNAMED ROAD, (ALSO KNOW AS MINUTE MAID RAMP ROAD 1); THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, N.88"59'20"E., A DISTANCE OF 991.98 FEET TO THE POINT OF BEGINNEING.
CONTAINING 43.322 ACRES, MORE OR LESS. TOGETHER WITH
PARCEL2
DESCRIPTION: A PORTION OF TRACTS 17, 28, 29, & 30 AND ALL OF TRACTS 18, 19, 20, 21,& 22, OF THE SOUTHEAST¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, AS SHOWN ON THE PLAT OF FLORIDA DEVELOPMENT COMPANY, RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTH EAST CORNER OF SAID TRACT 28, RUN THENCE ALONG THE EAST BOUNDARY THEREOF, S.00"18'30"'E.,A DISTANCE OF 636.29 FEET TO THE NORTHERLY MAINTAINED RIGHT-OF-WAY LINE OF H09LLY HILL GROVE ROAD 2, PER MAP BOOK 22, PAGES l THROUGH 7, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID NORTHERLY MAINTAINED RIGHT•OF-WAY LINE THE FOLLOWING SEVEN (7)
COURSES: 1) S.88"40'49'"W., A DISTANCE OF 13.76 FEET; 2) S.87'34'32"W.; A DISTANCE OF 110.73F EET; 3
0
S.87"59'33"W.,A DISTANCE OF 207.44 FEET; 4) N.87"S1'09"W., A DISTANCE OF 118.81FEET; 5) S.88 50'51 W.,A
DISTANCE OF 326.26 FEET; 6) S.89"40'2cr'N., A DISTANCE OF 202.13 FEET; 7} S.88"29'07"W.,A DISTANCE OF 12.51 FEET TO THE SOUTHEAST CORNER OF COUNTRY WALK ESTATES, AS RECORDED IN PLAT BOOK 155, PAGES 37 THROUGH 38, INCLUSIVE, OF THE PUBLIC RECOROS OF POLK COUNTY, FLORIDA; THENCE ALONG THE EAST AND
NORTH BOUNDARIES, RESPECTIVELY, OF SAID COUNTY WALK ESTATES THE FOLLOWING TWO (2) COURSES: 1) N.00"21'09"W,, A DISTANCE OF 631.43; 2) S.88"48'08•W. A DISTANCE OF 644.25 FEET TO A POINT ON THE EASTERLY MAINTAINED RIGHT-OF-WAY OF FDC GROVE ROAD, PER MAP BOOK 18, PAGES 44•61, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID EASTERLY MAINTAINED RIGHT-OF-WAY THE FOLLOWING TWO (2) COURSES: 1) N.00•04:22"E., A DISTANCE OF 436.25 FEET; 2) N.00"21'14"E, A DISTANCE OF 212.17 FEET TO A POINT ON SOUTHERLY MAINTAINED RIGHT-OF-WAY LINE OF HOLLY HILL GROVE ROAD 3, PER MAP BOOK 17, PAGES 93 THROUGH 99, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALOND SAID SOUTHERLY RIGHT-OF-WAY LINE, N.88°51'21.E., A DISTANCE OF 1960.98 FEET TO A POINT ON THE EAST BOUNDARY OF AFORESAID TRACT 22; THENCE ALONG SAID EAST BOUNDARY S.00"18'53"E., A DISTANCE OF
646.48 FEET TO A POINT ON THE SOUTH BOUNDARY OF SAID TRACT 22; THENCE ALONG SAID SOUTH BOUNDARY, S.88"48'08"W., A DISTANCE OF 330.25 FEET TO THE POINT OF BEGINNING.
CONTAINING 43.668 ACRES, MORE OR LESS.
CASCADES PARCELS
PARCEL A

TRACTS 17 THROUGH 20 AND TRACTS 29 THROUGH 31, MAP OF FLORIDA DEVELOPMENT COMPANY TRACT LYING IN THE NORTHWEST¼ OF SECTION 31, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
AS A POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF THE NW ¼ OF SAID SECTION 31AND PROCEEDS 89"18'58" W, ALONG THE SOUTH LINE OF THE NW¼ OF SAID SECTION 31, A DISTANCE OF 1323.58 FEET TO A FOUND CONCRETE MONUMENT 4' X 4' (NO ID) MARKING THE SOUTHEAST CORNER OF THE SW ¼ OF THE NW¼ OF SAID SECTION 31; THENCE N 00"43'21"W, A DISTANCE OF 15.00 FEET TO.THE SOUTHEAST CORNER OF SAID TRACT 29 ALSO BEING ON THE NORTH PLAmD RIGHT OF WAY LINE OF MASSEE ROAD AND THE POINT OF BEGINNING: THENCE S 89"16'39" W, ALONG SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 1170.92 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 31; THENCE N 00"21'45" W, ALONG THE WEST BOUNDARY OF TRACT 31, A DISTANCE OF 635.42 FEET TO THE NORTHWEST CORNER OF SAID TRACT 31 ALSO BEING THE SOUTHEAST CORNER OF SAID TRACT 17; THENCE S 89"15'20" W, ALONG THE SOUTH BOUNDARY OF TRACT 17, A DISTANCE OF
374.8610 THE SOUTHWEST CORNER OF SAID TRACT 17; THENCE N 00"19'09'' W, ALONG THE WEST BOUNDARY OF SAID TRACT 17, A DISTANCE OF 620.25 FEET TO THE NORTHWEST CORNER OF SAID TRACT 17 AND A POINT ON THE SOUTH PLAmD RIGHT OF WAY LINE OF A 30.00 FOOT UNNAMED ROAD; THENCE N 89"02'49" E, ALONG SAID SOUTH RIGHT OF WAY LINE, A DISTANCE OF 1548,04 FEET TO THE NORTHEAST CORNER OF SAID TRACT 20; THENCE S 00"14'28" E., ALONG THE EAST BOUNDARY OF SAID TRACT 20AND 29, A DISTANCE OF 1261.78 FEET TO THE POINT OF BEGINNING.
THE ABOVE PARCEL CONTAINING 1,708,918 SQUARE FEET, OR 39.23 ACRES, MORE OR LESS.

PARCELB
A PORTION OF TRACTS 17 AND 32, MAP OF FLORIDA DEVELOPMENT COMPANY TRACT LYING IN THE NORTHEAST
¼ OF SECTION 31, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
ASA POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF THE NW¼ OF SAID SECTION 31AND PROCEEDN 00"16'19" W, ALONG THE WEST BOUNDARY OF THE NORTHEAST¼ OF SAID SECTION 31, A DISTANCE
OF 15.00 FEET; THENCE N89"19'17" E, A DISTANCE OF 15.00 FEET TO THE A POINT ON THE EAST RIGHT OF WAY
LINE OF THE 30.00 FOOT PLATTED ROAD AND THE POINT OF BEGINNING; THENCE N 00"16'11" W, ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 1255.98 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF PARK PLACE BOULEVARD AS PER POLK COUNTY MAINTAINED RIGHT OF VtfAY MAP BOOK 19, PAGE 66; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY LINE, THE FOLLOWING THREE (3) COURSES; (1) N 88"37'34" E,A DISTANCE OF 95,17 FEET; (2) N 81"41'25" E, A DISTANCE OF 121.29 FEET; (3) N 87"59'06" E, A DISTANCE OF 100.77 FEET; THENCE LEAVING SAID SOUTHERLY RIGHT OF WAY LINES 00"16'03" E, ALONG THE EAST BOUNDARY OF SAID TRACTS 17 ANO 32, A DISTANCE OF 1243.27 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF POLK
COUNTY MAINTAINED RIGHT OF WAY MAP BOOK 14, PAGE 4S THENCE, ALONG SAID NORTHERLY RIGHT OF WAY LINE THE FOLLOWING THREE (3) COURSES: (1) S S3"51'52" W, A DISTANCE OF 16.13 FEET; (2) S 53"02'11" W, A DISTANCE OF 27.27 FEET; (3) S 6S006'06" W, A DISTANCE OF 16.68 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF THE 30.00 FOOT PLATTED RIGHT OF WAY; THENCE ALONG SAID NORTH RIGHT OF WAY LINE; S 89°19'17" W, A DISTANCE OF 265.83 FEET; TO THE POINT OF BEGINNING.
THE ABOVE PARCEL CONTAINING 399,109 SQUARE FEET, OR 9.16 ACRES, MORE OR LESS. PARCELC
A PORTION OF TRACTS 1 THROUGH 16, MAP OF FLORIDA DEVELOPMENT COMPANY TRACT LYING IN THE NORTHWEST¼ OF SECTION 31, TOWNSHIP 28 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

AS A POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF THE NW¼ OF SAID SECTION 31 AND PROCEED N 00"16'19"W, ALONG THE WEST BOUNDARY OF THE NORTHEAST¼ OF SAID SECTION 31, A DISTANCE OF 1308.22 FEET; THENCE S 89°15'46• W, A DISTANCE OF 32.12 FEET TO A POINT OF INTERSECTION OF NORTH 30.00 FOOT PLATTED RIGHT OF WAY AND THE WESTERLY RIGHT OF WAY LINE OF FDC GROVE ROAD PER POLK COUNTY MAINTAINED RIGHT OF WAY MAP BOOK 18, PAGE 43 ANO THE POINT OF BEGINNING: THENCE S 89°15'46" W, ALONG SAID NORTH RIGHT OF WAY LINE ANO THE SOUTH BOUNDARY OF SAID TRACTS 9 THROUGH 16, A DISTANCE OF 1291.75 FEET; THENCE S 89°02'19" W, ALONG SAID NORTH RIGHT OF WAY LINE AND THE SOUTH BOUNDARY OF SAID TRACTS 9 THROUGH 16, A DISTANCE OF 1547.17 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 16; THENCE N 00°19'20" W, ALONG THE WEST BOUNDARY OF SAID TRACTS 1 AND 16, A DISTANCE OF 1285.53 FEET TO THE NORTHWEST CORNER OF SAID TRACT 1 SAID NORTHWEST CORNER LYING 15.00 FEET SOUTH AND 15.00 FEET EAST OF THE NORTHWEST CORNER OF THE NW¼ OF SAID SECTION 31 ALSO BEING ON THE
SOUTH RIGHT OF WAY LINE OF A 30.00 FOOT PLATTED ROAD; THENCE N 88°48'00" E, ALONG SAID SOUTH RIGHT OF WAY LINE AND THE NORTH BOUNDARY OF SAID TRACTS 1 THROUGH 4, A DISTANCE OF 1548.12 FEET: THENCE N 88°50'05" E, ALONG SAID SOUTH RIGHT OF WAY LINE AND THE NORTH BOUNDARY OF SAID TRACTS 5 THROUGH 8, A DISTANCE OF 1309.25 FEET TO A POINT ON THE
AFOREMENTIONED WESTERLY MAINTAINED RIGHT OF WAY LINE OF FDC GROVE ROAD; THENCE ALONG SAID WESTERLY RIGHT OF WAY LINE THE FOLLOWING THIRTEEN (13) COURSES (1) S 00°16'04" E, A
DISTANCE OF 52.SO FEET; (2) S 01°12'54" W, A DISTANCE OF 101.SS FEET; (3) S 00"02'3S" E, A DISTANCE OF 168.91 FEET; (4) S 07°21'12" E,A DISTANCE OF 26.80 FEET: (5) S 01°16'36" W, A
DISTANCE OF 197.08 FEET: (6) S 00°36'22" E, A DISTANCE OF 84.70 FEET: (7) S 00°13'16" W, A
DISTANCE OF 102,33 FEET: (8) S 01"26'47" W, A DISTANCE OF 102.68 FEET: (9) S 00°21'34" W, A DISTANCE OF 104.81 FEET: (10) S OO"S8'11" w, A DISTANCE OF 101.55 FEET: (11) S 00"24'40" E, A
DISTANCE OF lOS.34 FEET: (12) S 01 •49'S1" W, A DISTANCE OF 135.10 FEET: (13) S 00"30'33" W, A DISTANCE OF 19.05 FEET; TO THE POINT OF BEGINNING.
THE ABOVE PARCEL CONTAINING 3,683,359 SQUARE FEET, OR 84.SB ACRES, MORE OR LESS.

PARCEL D
TRACTS 17 THROUGH 20 AND TRACTS 29 THROUGH 32, MAP OF FLORIDA DEVELOPMENT COMPANY TRACT LYING IN THE SOUTHWEST¼ OF SECTION 30, TOWNSHIP 28 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
ASA POINT OF REFERENCE COMMENCE AT THE SOUTHWEST CORNER OF THE SW¼ OF SAID SECTION 30 AND PROCEED N 88"48'00" E, ALONG THE SOUTH BOUNDARY OF THE SW¾ OF SAID SECTION 30,A DISTANCE OF 15.00 FEET; THENCE N 00°12'41" W, 15.00 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF A 30.00 FOOT PLAmD ROAD ALSO BEING THE SOUTHWEST CORNER OF SAID TRACT 32 AND THE POINT OF BEGINNING: THENCE N 00°06'26" W, ALONG THE WEST BOUNDARY OF SAID TRACTS 17 AND 32 A DISTANCE OF 1294.06 FEET TO A POINT ON THE SOUTH RIGHT.OFWAY LINE OFA 30.00 FOOT PLA D ROAD AND THE NORTHWEST CORNER OF SAID TRACT 17; THENCE N 88"51'21" E, ALONG SAID SOUTH RIGHT OF WAY LINE AND THE NORTH BOUNDARY OF SAID TRACTS 17 THROUGH 20,A DISTANCE OF 1547.30 FEET TO THE NORTHEAST CORNER OF SAID TRACT 20: THENCE S 00"08'32" E,

ALONG THE EAST BOUNDARY OF SAID TRACTS 20 AND 29, A DISTANCE OF 1292.54 FEET TO THE SOUTHEAST CORNER OF SAID TRACT 29 AND A POINT ON THE AFOREMENTIONED NORTH RIGHT OF WAY LINE; THENCE S 88"48'00" W, ALONG SAID NORTH RIGHT OF WAY LINE AND THE SOUTH BOUNDARY OF SAID TRACTS 29 THROUGH 32, A DISTANCE OF 1548.12 FEET; TO THE POINT OF BEGINNING.
THE ABOVE PARCEL CONTAINING 2,001,318 SQUARE FEET, OR 4S.94 ACRES, MORE OR LESS.

PARCELE
A PORTION OF TRACTS 19 THROUGH 30 IN THE NORTHWEST¾ OF SECTION 30, TOWNSHIP 28 SOUTH, RANGE 27 EAST, POLK COUNTY AND A PORTION OF TRACTS 5 THROUGH 13 IN THE SOUTHWEST¾ OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY OF MAP OF FLORIDA DEVELOPMENT COMPANY TRACT LYING IN THE NORTHWEST" OF SECTION 31, TOWNSHP 28 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

AS A POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF THE NW¾ OF SAID SECTION 30 AND PROCEEDS 00"04'10" E, ALONG THE EAST BOUNDARY OF THE SOUTHWEST¾ OF SAID SECTION 30, A DISTANCE OF 42.32 FEET; THENCE S 88"41'01"W, A DISTANCE OF 16.04 FEET TO A POINT ON THE
WESTERLY RIGHT OF WAY LINE OF FCC GROVE ROAD PER POLK COUNTY MAINTAINED RIGHT OF WAY MAP BOOK 18, PAGE 43 AND THE POINT OF BEGINNING; THENCE S 88"41'01" W, A DISTANCE OF 390.47
FEET: THENCE S 00"10'11" E, A DISTANCE OF 1232.51FEET; THENCE N 88°49137" E, A DISTANCE OF
388.70 FEET TO A POINT ON THE AFOREMENTIONED WESTERLY RIGHT OF WAY LINE OF FDC GROVE ROAD; THENCE S 00"02'32" E, ALONG SAID WESTERLY RI.GHT OF WAY LINE, A DISTANCE OF 30.00 FEET TO
THE SOUTHEAST CORNER OF SAID TRACT 9 AND THE NORTH RIGHT OF WAY LINE OF A 30.00 FOOT PLATTED ROAD; THENCE S 88"50'42" W, ALONG THE SOUTH BOUNDARY OF SAID TRACTS 9 THROUGH 13 AND SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 1411.5S FEET; THENCE N 33121'44" E, A DISTANCE OF 183.55 FEET; THENCE N 33"19'3S" E, A DISTANCE OF 600.67 FEET; THENCE N 05"35'09"
E, A DISTANCE OF S01.02 FEET; THENCE N 41'26'2S" W, A DISTANCE OF 195,12 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OFA30.00 FOOT PLAmDRIGHTOFWAY; THENCE N 88"16'32" E, ALONG SAID SOUTH RIGHT OF WAY LINE, A DISTANCE OF 79.88 FEET TO THE NORTHWEST CORNER OF SAID TRACT 6 AND THE SOUTHWEST CORNER OF VACATED 30.00 FOOT RIGHT OF WAY AS RECORDED IN OFFICIAL RECORDS BOOK 3042, PAGE 1109 OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE N 00"06'50" W, A DISTANCE OF 30.00 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 27 AND THE NORTHWEST CORNER OF SAID VACATED 30.00 FOOT RIGHT OF WAY; THENCE S 88°49'34" W, ALONG THE SOUTH BOUNDARY OF SAID TRACTS 28 THROUGH 30 AND THE NORTH RIGHT OF WAY LINE
OF A 30.00 FOOT PLATTED RIGHT OF WAY, A DISTANCE OF 1112.83 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 30; THENCE N oo·os•19" w, ALONG THE WEST BOUNDARY OF SAID TRACTS 19 AND 30,
A DISTANCE OF 968.8S FEET; THENCE N 89"00'18" E, A DISTANCE OF 780.76 FEET TO A POINT ON
THE EAST BOUNDARY OF SAID TRACT 20; THENCE N 00"06'28" W, ALONG THE EAST BOUNDARY OF SAID TRACT 20, A DISTANCE OF 322,54 FEET TO THE NORTHEAST CORNER OF SAID TRACT 20 AND A POINT ON THE SOUTH RIGHT OF WAY LINE OF A 30.00 FOOT PLATTED RIGHT OF WAY; THENCE N 88°S8152" E,
ALONG THE NORTH BOUNDARY OF SAID TRACTS 21THROUGH 24 AND SAID SOUTH RIGHT OF WAY LINE, A DISTANCE OF 1301.50 FEET TO A POINT ON THE AFOREMENTIONED WESTERLY RIGHT OF WAY LINE OF FDC GROVE ROAD; THENCE S 01101'03" E, ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF
31.84 FEET· THENCE S 89"13'55" W, A DISTANCE OF 383.17 FEET; THENCE S 00"07'48" E, A DISTANCE OF 613,8S FEET TO A POINT ON THE SOUTH BOUNDARY OF SAID TRACT 23; THENCE N 89"09'08n E, ALONG THE SOUTH BOUNDARY OF SAID TRACTS 23 AND 24, A DISTANCE OF 392.58 FEET TO A POINT
ON THE AFOREMENTIONED WESTERLY RIGHT OF WAY LINE OF FDC GROVE ROAD; THENCE S 00'01'28,, E, ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 640.SS FEET TO A POINT ON THE NORTH BOUNDARY OF SAID VACATED 30.00 FOOT ROAD; THENCE S 00°05126" E, ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 59.98 FEET; TO THE POINT OF BEGINNING.
THE ABOVE PARCEL CONTAINING 3,147,981 SQUARE FEET, OR 72.27 ACRES, MORE OR LESS.

PARCEL F
A PORTION OF TRACTS 30 THROUGH 32 OF MAP OF FLORIDA DEVELOPMENT COMPANY TRACT LYING IN
THE NORTHEAST¾ OF SECTION 31, TOWNSHIP 28 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
AS A POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF THE NW¾ OF SAID SECTION 30 AND PROCEED N 00"06'45" E, ALONG THE WEST BOUNDARY OF THE NORTHEAST¼ OF SAID SECTION 30, A DISTANCE OF 18.24 FEET; THENCE N 89"43'18" E, A DISTANCE OF 24.13 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF FDC GROVE ROAD PER POLK COUNTY MAINTAINED RIGHT OF WAY MAP BOOK 18, PAGE 43 AND THE POINT OF BEGINNING; THENCE N 00"26'25" W, ALONG SAID EASTERLY
RIGHT OF WAY LINE, A DISTANCE OF 640.49 FEET TO A POINT ON THE NORTH BOUNDARY OF SAID TRACT 32; THENCE N 88°41'30· E, ALONG THE NORTH BOUNDARY OF SAID TRACTS 30 THROUGH 32, A DISTANCE OF 970.79 FEET TO THE NORTHEAST CORNER OF SAID TRACT 30; THENCE S 00"04'16H E, ALONG THE EAST BOUNDARY OF SAID TRACT 30, A DISTANCE OF 643.81FEET TO THE SOUTHEAST CORNER OF SAID TRACT 30; THENCE S 88°53'02" W, ALONG THE SOUTH BOUNDARY OF SAID TRACTS 30 THROUGH 32, A DISTANCE OF 966.59 FEET TO THE POINT OF BEGINNING.

WYNNSTONE PARCELS
A PORTION OF LAND IN THE WEST 1/2 OF SECTION 19 AND THE NORTHWEST 1/4 OF SECTION 30, TOWNSHIP 26
SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGIN AT THE SOUTHWEST CORNER OF SUNSET RIDGE PHASE 2, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 126, PAGES 36 THROUGH 41, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA: THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID SUNSET RIDGE PHASE 2, THE FOLLOWING THREE (3) COURSES: 1) N 89°10'03" E·A DISTANCE OF 1061.38 FEET: 2) S 00°10'59" EA DISTANCE OF 150.01 FEET; 3) N 89°06'55• EA DISTANCE OF 458.47 FEET TO THE NORTHWEST CORNER OF PART 1 OF NATURES PRESERVE
PHASE 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 162, PAGES 47 THROUGH 49, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID WESTERLY BOUNDARY AND THE SOUTHERLY EXTENSION THEREOF, S 00°20'04" EA DISTANCE OF 675.94 FEET; THENCE N 89"07'01" EA DISTANCE OF 662.09 FEET TO THE NORTHWEST CORNER OF PART 2, OF SAID NATURES PRESERVE PHASE 1, THENCE ALONG SAID WESTERLY BOUNDARY AND THE SOUTHERLY EXTENSION THEREOF, S 00°21'36" EA DISTANCE OF 1292.86 FEET; THENCE S 89°03133" WA DISTANCE OF 331.34 FEET: THENCE S 00°20'54" EA DISTANCE OF 1326.13
FEET; THENCE S 89°06'36" WA DISTANCE OF 331.55 FEET: THENCE S 00°20'19H EA DISTANCE OF 1325.84 FEET; THENCE S 00"12'46 EA DISTANCE OF 30,00 FEET: THENCE S 00°05'13" EA DISTANCE OF 645.14 FEET; THENCE S 89"05'30" WA DISTANCE OF 779.49 FEET: THENCE N 00°06'38" EA DISTANCE OF 676.07
FEET; THENCE S 89"09'38" WA DISTANCE OF 764.88 FEET: THENCE N 00'03'41" WA DISTANCE OF 2619. 11 FEET; THENCE N 00"04'02" WA DISTANCE OF 30.01 FEET: THENCE N 00'04'22" WA DISTANCE OF 2122.10 FEET TO THE POINT OF BEGINNING.

PARCEl NUMBER: 272630-708000-010310 (PER BOOK 10252, PAGES 0829-0830):
TRACT 31 IN THE NORTHEAST¾ OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA.
PARCEL NUMBER; 272630-708000.030010IPER BOOK 10272, PAGES 1719-1721):
TRACTS 1 AND 2 IN THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, OF THE FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE PLAt THEREOF, AS RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, INCLUSIVE, PUBLIC RECORDS OF POLK COUNTY, FLORIDA.
PARCEL NUMBER: 272630-708000-010320 (PER BOOK 10311, PAGES 1982·1983}:
FLA DEVELOPMENT CO SUB PB PG 60 TO 63 TRACT 32 IN NE" LESS AODNL RD R/W PER MB 18 PG 43-61
PARCEL NUMBER: 272619-705000·040101(PER BOOK 10216, PAGES 0927-0928): TRACTS lOAND 11 IN THE SW¼ SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AS SHOWN ON THE PLAT OF FLORIDA DEVELOPMENT CO. TRACT, ECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, OF THE PUBLIC
RECORDS OF POLK COUNTY, FLORIDA.

PARCEL NUMBER: 272619-705000-040210 (PER BOOK 10387, PAGES 2162-2163):	.
TRACTS 23 ANO 24 IN THE SW¼ SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, ACCORDING TO THE PLAT OF FLORIDA DEVELOPMENT CO. TRACT RECORDED IN PLAT BOOK 3, PAGES 60-63,
INCLUSIVE, PUBLIC RECORDS OF POLK COUN1Y, FLORIDA, SUBJECT TO ROADWAY ALLOWANCE AS SHOWN ON SAID PLAT.

LESS AND EXCEPT THE MAINTAINED RIGHT OF WAY OF HOLLY HILL GROVE ROAD 3, AS EVIDENCED BY COUNTY MAINTAINED MAP BOOK 17, PAGES 93-99, INaUSIVE, PUBLIC RECORDS OF POLK COUNTY, FLORIDA.

PARCEL NUMBER: 272619-070SQ0:040230 (PER BOOK 10216, PAGES 0902-0903):
TRACTS 23 ANO 24 IN THE SW 3' SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AS SHOWN ON THE PLAT OF FLORIDA DEVELOPMENT CO. TRACT. RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, OF THE PUBLIC RECORDS OF POLK COUNlY, FLORIDA.

PARCEL NUMBER; 272630-708000-010300 {PER BOOK 10543. PAGES 1172-1175);
TRACT 30 IN THE NE 3' OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA.

PARCEL NUMBER: 272619-705000-Q40060(PER BOOK 10536. PAGES 1555-1559):
TRACT 6 IN THE SW¾ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, OF FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT 8001( 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA; BEING THE EAST½ OF THE NW ¼ OF THE NE 1' OF THE SW ¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST.
PARCELNUMBER: 272619-705000-040090 (PER BOOK 10536, PAGES 1555-1559):
TRACT 9 IN THE SW¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, ACCORDING TO THE PLAT OF FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, BEING THE SAME AS THEE½ OF THE SE ¼ OF THE NE¼ OF THE SW" OF SAID SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST.

PARCEL NUMBER: 272619-705000-040220 (PER BOOK 10581. PAGES 1114-1117):
TRACT 22 IN THE SW "OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA.

PARCEL NUMBER: 272619-705000-040280 (PER BOOK 10310, PAGES 0885-0887}:
LOT 28,INTHE SW¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PlATBOOK 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, BEING IN THE W ½ OF THE SW ¼ OF THE SE ¼ OF THE SW ¼ OF SAID SECTION 19.

lESS OUT
Parcel No. 39 (Tax IP 272630-707500-0400531
HOLLY Hill GROVE & FRUIT CO SUB PB 17 PG 35 PARTOF TRACTS 5 & 6 IN SWl/4 DESC AS BEG SECOR
TRACTS RUN N 330.69 FT W 165,75 FT N 315.69 FT TO S LINE PLATTED R/W E 86.84 FT S 41 OEG 18 MIN 00 SEC E 195.07 FT SOS DEG 47 MIN 32 sec W 501.06 FTTO POS SUBJECT TO CONSERVATION EASEMENT PER OR
3994-350.

LESS OUT
DESCRIPTION:A PORTION OF TRACTS 28, 29, & 30, OF THE SOUTHEAST 1/4 OF SECTION 19, TOWNSHIP 26 SOUTH,
RANGE 27 EAST, AS SHOWN ON THE PLAT OF FLORIDA DEVELOPMENT COMPANY, RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTHEAST CORNER OF SAID TRACT 28, RUN THENCE ALONG THE EAST BOUNDARY THEREOF, s.OO"l8'30•e.,A DISTANCE OF 636.29 FEET TO THE NORTHERLY MAINTAINED RIGHT-OF-WAY LINE OF HOLLY HILL

GROVE ROAD 2, PER MAP 8001( 22, PAGES 1 THROUGH 7, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID NORTHERLY MAINTAINED RIGHT-OF-WAY LINE THE FOLLOWING SEVEN (7) COURSES: 1) S.88.40'49"W., A DISTANCE OF 13.76 FEET; 2) S,87"34'32"W., A DISTANCE OF 110.73 FEET; 3) S.87"59'33wW., A DISTANCE OF 207.44 FEET; 4) N.87"51'09"W., A DISTANCE OF 118.81FEET; S) S.88"S0'Sl"W., A DISTANCE OF 326.26 FEET; 6) S.89"40'20"W., A DISTANCE OF 202.13 FEET; 7) S.88"29'07"W., A DISTANCE OF 12.51 FEET TO THE SOUTHEAST CORNER OF COUNTRY WALK ESTATES, AS RECORDED IN PLAT BOOK 155, PAGES 37 THROUGH 38, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COU TY, FLORIDA; THENCE ALONG THE EAST BOUNDARY, OF SAID COUNTY WALK ESTATES N.00"21'09"W., A DISTANCE OF 631.43 FEET; THENCE N.88"48'08"E., A DISTANCE OF 991.93 FEET TO THE POINT OF BEGINNING.
CONTAINING 14,481 ACRES, MORE OR LESS. ALTOGETHER CONTAINING 595.10± ACRES
POLK CO.

MINUTE MAID RAMP RD. 2

HAINES CITY

MINUTE MAID RAMP RD. 1

POLK CO.

POLK CO.
WEST HAINES CITY CDD BOUNDARY

SAND HILL RD.

POLK CO.

HOLLY HILL TANK RD.

HAINES CITY

HAINES CITY

SECTS 19, 30 & 31, T26S, R27E

MASSEE RD.

EXHIBIT 4 - EXSITING LAND USE WESTSIDE HAINES CITY CDD
LEGEND

WESTSIDE HAINES CITY CDD
PARCELS
0'	1600'	3200'

DATE: March 17, 2021

POLK COUNTY - FUTURE LAND USE

SECTS 19, 30 & 31,

EXHIBIT 5 - FUTURE LAND USE
LEGEND

WESTSIDE HAINES CITY CDD
CDD CONTRACTION
T26S, R27E
AREA 595.10± AC.
WESTSIDE HAINES CITY CDD
0'	1600'	3200'

7/10/23
POLK CO.

HAINES CITY

MINUTE MAID RAMP RD. 1

POLK CO.

HAINES CITY
SAND HILL RD.

POLK CO.

NOTE:

MASSEE RD.

HAINES CITY
LEGEND

WESTSIDE HAINES CITY CDD
PARCELS
DRAINAGE AREA LIMITS DRAINAGE PATTERN
EXISTING WATER MAIN EXISTING FORCE MAIN EXISTING RECLAIM MAIN
CONTOUR INFORMATION PER POLK COUNTY LIDAR GIS DATABASE.
SECTS 19, 30 & 31, T26S, R27E
EXHIBIT 6 - UTILITY LOCATION AND DRAINAGE MAP WESTSIDE HAINES CITY CDD

0'	1600'

3200'

DATE: March 17, 2021
Westside Haines City CDD Amended and Restated Engineer's Report

	EXHIBIT 7 COST ESTIMATE											
	BRENTWOOD TOWNHOMES	CASCADES SINGLE FAMILY	WYNNSTONE SINGLE FAMILY									

INFRASTRUCTURE	PHASE 1
(226 LOTS)
2021-2023	PHASE 2
(124 LOTS)
2023-2024	PHASE 3
(122 LOTS)
2023-2024	PHASES 4/5 (290 LOTS)
2024-2025	PHASE 1
(597 LOTS)
2021-2024	PHASE 2
(74 LOTS)
2021-2024	PHASE 3
(344 LOTS)
2023-2025	PHASE 1A (482 LOTS)
2024-2025	PHASE 1B (44 LOTS)
2024-2025	PHASE 2
(271 LOTS)
2025-2026	TOTAL 2,574 LOTS	
Assessment	1	2	2	2	1	1	2	2	2	3		
Offsite Improvements(1)(5)(7)(11)	$970,000	$200,000	$0	$250,000	$4,000,000	$500,000	$1,011,097	$7,266,122	$663,297	$2,147,007	$17,007,523	
Stormwater Management (1)(2)(3)(5)(6)(7)	$1,284,390	$1,103,340	$1,461,713	$4,482,699	$2,835,625	$450,000	$4,048,597	$3,852,613	$351,691	$3,542,562	$23,413,230	
Utilities (Water, Sewer, & Street Lighting) (1) (5)(7)
(9)(11)	$1,169,820	$1,004,920	$1,331,325	$4,082,835	$2,731,250	$450,000	$3,848,597	$3,753,053	$342,602	$3,456,681	$22,171,083	
Roadway (1)(4)(5)(7)	$560,790	$481,740	$638,213	$1,957,234	$1,365,625	$265,000	$2,377,222	$1,747,617	$159,533	$2,061,127	$11,614,101	
Entry Feature (1)(7)(8)911)	$100,000	$0	$200,000	$125,000	$750,000	$0	$461,097	$865,794	$79,035	$214,701	$2,795,627	
Parks and Amenities (1)(7)(11)	$1,000,000	$0	$0	$1,250,000	$1,750,000	$0	$961,097	$2,999,236	$273,789	$429,401	$8,663,523	
Subtotal	$5,085,000	$2,790,000	$3,631,251	$12,147,768	$13,432,500	$1,665,000	$12,707,707	$20,484,435	$1,869,947	$11,851,479	$85,665,087	
Professional Fees (10%)	$508,500.0	$279,000.0	$363,125.1	$1,214,776.8	$1,343,250.0	$166,500.0	$1,270,770.7	$2,048,443.5	$186,994.7	$1,185,147.9	$8,566,508.7	
Subtotal	$5,593,500	$3,069,000	$3,994,376	$13,362,545	$14,775,750	$1,831,500	$13,978,478	$22,532,879	$2,056,942	$13,036,627	$94,231,596	
Contingency (10%)	$559,350.0	$306,900.0	$399,437.6	$1,336,254.5	$1,477,575.0	$183,150.0	$1,397,847.8	$2,253,287.9	$205,694.2	$1,303,662.7	$9,423,159.6	
Total	$6,152,850	$3,375,900	$4,393,814	$14,698,799	$16,253,325	$2,014,650	$15,376,325	$24,786,166	$2,262,636	$14,340,290	$103,654,755	
Infrastructure consists of public roadway improvements, Stormwater management facilities, master sanitary sewer lift station and utilities, entry feature, landscaping and signage, and public neighborhood parks, all of which will be located on land owned by or subject to a permanent easement in favor of the District or another governmental entity.
Excludes grading of each lot in conjunction with home construction, which will be provided by home builder.
Includes Stormwater pond excavation. Does not include the cost of transportation of fill for use of private lots.
Includes sub‐grade, base, asphalt paving, curbing, and civil/site engineering.
Includes subdivision infrastructure and civil/site engineering.
Stormwater does not include grading associated with building pads.
Estimates are based on 2023 cost.
Includes entry features, signage, hardscape, landscape, irrigation, and buffe r fencing.
CDD will enter into a Lighting Agreement with Duke Energy for the street light poles and lighting service. Includes only the incremental cost of undergrounding.
Estimates based on 2,547 lots.
The costs associated with the infrastructure are a master cost and is effectively shared by the entire project (all phases).

EXHIBIT 8 SUMMARY OF PROPOSED DISTRICT
FACILITIES					

DISTRICT INFRASTRUCTURE	
CONSTRUCTION	
OWNERSHIP	
CAPITAL FINANCING*	
OPERATION AND MAINTENANCE	
Entry Feature & Signage	District	District	District Bonds	District	
Stormwater Facilities	District	District	District Bonds	District	
Lift Stations/Water/Sewer	District	Polk County****	District Bonds	Polk County****	
Street Lighting/Conduit	District	Duke/District**	District Bonds	Duke/District***	
Road Construction	District	District	District Bonds	District	
Parks & Amenities	District	District	District Bonds	District	
Offsite Improvements	District	Polk County	District Bonds	Polk County	
*Costs not funded by bonds will be funded by the developer
** District will fund incremental cost of undergrounding of electrical conduit
***District will fund street lighting maintenance services with funds other than tax-exempt bonds
**** Haines City will own and maintain the water and sewer infrastructure for the 46 lots in the Southeast corner of the District.

WYNNSTONE PHASE 1

WYNNSTONE PHASE 2

	ABSOLUTE ENGINEERING, INC.
(813) 221-1516 TEL	1000 N. ASHLEY DRIVE, SUITE 925
(813) 344-0100 FAX	C.A. NO. 28358	TAMPA, FLORIDA 33602											
	SHEET TITLE:	WYNNSTONE SINGLE FAMILY SUBDIVISION FDC GROVE ROAD
POLK COUNTY, FLORIDA										
	BY											
	REVISION											
	DATE											
	NO.											

STATE OF											
	DATE:
05-02-2023											
	SEC TWP RNG:
19,30/26S/27E											
	JOB #:
A22-0041-0041											
	DRAWN BY:
JMH	CHECKED BY:
WERTZ										

1	2	4	5

Dewberry Engineers Inc.
800 NORTH MAGNOLIA AVENUE SUITE 1000
ORLANDO, FLORIDA 32804
PHONE: 407.843.5120 ENGINEERING BUSINESS - 8794
E

BRENTWOOD PHASE 3

D

BRENTWOOD PHASE 2
SEAL

				

				
				
KEY PLAN

C

SCALE	NORTH

B
NO.

DATE

BY	DESCRIPTION

BRENTWOOD PHASE 4/5
REVISIONS

DRAWN BY
APPROVED BY CHECKED BY
DATE TITLE

MJB RM
  RM	 03/22/21
BRENTWOOD

A
PROJECT NO.

50137547

1	2	4	5

Dewberry Engineers Inc.
800 NORTH MAGNOLIA AVENUE SUITE 1000
ORLANDO, FLORIDA 32804
PHONE: 407.843.5120 ENGINEERING BUSINESS - 8794
E

D

SEAL

KEY PLAN

C

SCALE	NORTH

B

REVISIONS

DRAWN BY
APPROVED BY CHECKED BY

MJB RM
  RM	

A	CASCADES PHASE 1 - LOT SUMMARY

PROJECT NO.

50137547

1	2	4	5

Dewberry Engineers Inc.
800 NORTH MAGNOLIA AVENUE SUITE 1000
ORLANDO, FLORIDA 32804
PHONE: 407.843.5120 ENGINEERING BUSINESS - 8794
E

D

RL-1
SEAL

KEY PLAN

C

SCALE	NORTH

B
NO.

DATE

BY	DESCRIPTION

125
REVISIONS

DRAWN BY
APPROVED BY CHECKED BY
DATE TITLE

MJB RM
  RM	 03/22/21
344

A	CASCADES PHASE 3 - LOT SUMMARY
CASCADES PHASES
2 & 3
PROJECT NO.	50137547

219
125
344

219
125
344

MASTER
ASSESSMENT METHODOLOGY - ASSESSMENT AREA TWO

FOR

WESTSIDE HAINES CITY COMMUNITY DEVELOPMENT DISTRICT

Date: March 18, 2024

Prepared by

Governmental Management Services – Central Florida, LLC 219 E. Livingston St.
Orlando, FL 32801
Table of Contents
1.0 Introduction	3
Purpose	3
Background	3
Special Benefits and General Benefits	4
Requirements of a Valid Assessment Methodology	5
Special Benefits Exceed the Costs Allocated	5
Assessment Methodology	5
Overview	5
Allocation of Debt	6
Allocation of Benefit	7
Lienability Test: Special and Peculiar Benefit to the Property	7
Lienability Test: Reasonable and Fair Apportionment of the Duty to Pay Non-Ad Valorem Assessments	8
True-Up Mechanism	8
Assessment Roll	9
Appendix	10
Table 1: Development Program	10
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 Westside Haines City 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 Westside Haines City Community Development District with financial advisory services or offer investment advice in any form.
1.0	Introduction

The Westside Haines City 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 plans to issue approximately $85,935,000 of tax-exempt bonds in one or more series (the “Bonds”) for the purpose of financing certain Assessment Area Two infrastructure improvements (“Assessment Are Two Capital Improvement Plan” or “AA2 CIP”) within the District more specifically described in the Second Amended & Restated Engineer’s Report dated March 18, 2024, prepared by Dewberry Engineers Inc., Brentwood – Phases 2, 3, 4 and 5, Cascades - Phase 3, and Wynnstone – Phase 1 (collectively known as “Assessment Area Two”) as described on Composite Exhibit 7, as may be amended and supplemented from time to time (the “Engineer’s Report”). The District anticipates the construction of infrastructure improvements that benefit property owners within Assessment Area Two of the District.

Purpose

This Master Assessment Methodology Report for Assessment Area Two (the “Assessment Report”) provides for an assessment methodology that allocates the debt to be incurred by the District to benefiting properties within Assessment Area Two within the District. This Assessment Report allocates the debt to properties based on the special benefits each receives from the AA2 CIP. 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. 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 levy, impose and collect non ad valorem special assessments (“Special Assessments”) on the benefited lands within Assessment Area Two within the District securing repayment of the Bonds based on this Assessment Report. It is anticipated that all of the proposed Special Assessments will be collected through the Uniform Method of Collection described in Section 197.3632, Florida Statutes or any other legal means available to the District. It is not the intent of this Assessment Report to address any other assessments, if applicable, that may be levied by the District including those for maintenance and operation of the Bonds, a homeowner’s association, or any other unit of government.

Background

The District currently includes approximately 595.10 acres located within Haines City, Florida. Assessment Area Two consists of approximately 342.68 acres of the District. The development program for Assessment Area Two of the District currently envisions 1,406 residential units. The proposed development program is depicted in
Table 1. It is recognized that such development plan may change, and this Assessment Report will be modified or supplemented accordingly.

The improvements contemplated by the District in the AA2 CIP will provide facilities that benefit certain property within Assessment Area Two of the District. Specifically, the District will construct and/or acquire certain offsite improvements, stormwater management, utilities (water, sewer, & streetlighting), roadway, entry feature, parks & amenities, and contingency. The acquisition and construction costs are summarized in Table 2.

The assessment methodology is a four-step process.

The District Engineer must first determine the public infrastructure improvements that may be provided by the District and the costs to implement the AA2 CIP.
The District Engineer determines the assessable acres that benefit from the District’s AA2 CIP.
A calculation is made to determine the funding amounts necessary to acquire and/or construct the AA2 CIP.
This amount is initially divided equally among the benefited properties on a prorated assessable acreage basis. Ultimately, as land is platted, this amount will be assigned to each of the benefited properties based on the number and type of platted units.

Special Benefits and General Benefits

Improvements undertaken by the District create special and peculiar benefits to the property within Assessment Area Two of the District, different in kind and degree, for properties within its borders as well as general benefits to the public at large. However, as discussed within this Assessment Report, these general benefits are incidental in nature and are readily distinguishable from the special and peculiar benefits, which accrue to property within Assessment Area Two of the District. The implementation of the AA2 CIP enables properties within the boundaries of Assessment Area Two within the District to be developed. Without the District’s AA2 CIP, there would be no infrastructure to support development of land within Assessment Area Two of the District. Without these improvements, development of the property within Assessment Area Two of the District would be prohibited by law.

The general public and property owners outside of Assessment Area Two of the District may benefit from the provision of the AA2 CIP. However, any such benefit will be incidental for the purpose of the AA2 CIP, which is designed solely to meet the needs of property within Assessment Area Two of the District. Properties outside of Assessment Area Two of the District boundaries do not depend upon the District’s AA2 CIP.  The property owners within Assessment Area Two of the District are
therefore receiving special benefits not received by the general public and those outside Assessment Area Two of the District’s boundaries.

Requirements of a Valid Assessment Methodology

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

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

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

Special Benefits Will Equal or Exceed the Costs Allocated

The special benefits provided to the property within Assessment Area Two of the District will be equal to or greater than the costs associated with providing these benefits. The District Engineer estimates that the District’s AA2 CIP that is necessary to support full development of property within Assessment Area Two of the District will cost approximately $64,893,640. The District’s Underwriter projects that financing costs required to fund a portion of the AA2 CIP costs, the cost of issuance of the Bonds, the funding of a debt service reserve account and capitalized interest, will be
$85,935,000. Without the AA2 CIP, the property within Assessment Area Two of the District would not be able to be developed and occupied by future residents of the community.

2.0	Assessment Methodology

Overview

The District plans to issue approximately $85,935,000 in Bonds in one or more series to fund a portion of the District’s AA2 CIP, 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 $85,935,000 in debt to the properties within Assessment Area Two of the District benefiting from the AA2 CIP. This report will be supplemented to reflect actual bond terms.

Table 1 identifies the land uses and lot sizes in the development as identified by the Developer  within  Assessment  Area  Two  of  the  District.   The  District  has
commissioned an Engineer’s Report that includes estimated construction costs for the AA2 CIP needed to support the development; these 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 $64,893,640. 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 AA2 CIP and related costs is estimated to total
$85,935,000. Table 3 shows the breakdown of the Bond sizing.

Allocation of Debt

Allocation of debt is a continuous process until the development plan for Assessment Area Two of the District is completed. Until the platting process occurs, the AA2 CIP funded by District Bonds will benefit all acres within Assessment Area Two of the District.

The initial assessments will be levied on an equal basis to all gross acreage within Assessment Area Two of 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 the lands within Assessment Area Two of the District are benefiting from the AA2 CIP. If any parcel, or part thereof, is sold to a builder or other third party prior to platting, the assessments will be allocated to such parcel of land based on the development plan associated with that parcel, or part thereof. The owner of that parcel, or part thereof, would be responsible for any true-up payment due in accordance with Section 3.0.

Once platting or the recording of a declaration of condominium of any portion of the District into individual lots or units (“Assigned Properties”) has begun, the Special Assessments will be levied to the Assigned Properties based on the benefits they receive, on a first platted, first assigned basis. The “Unassigned Properties” defined as property that has not been platted or subjected to a declaration of condominium, will continue to be assessed on a per acre basis. Eventually the development plan will be completed and the debt relating to the Bonds will be allocated to the assigned properties within Assessment Area Two of the District, which are the beneficiaries of the AA2 CIP, 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.

In order for debt service assessment levels to be consistent with market conditions, developer contributions are recognized. This is reflected on Table 5. Based on the product type and number of units anticipated to absorb a certain amount of the Bond principal, it is estimated that the CDD will recognize a developer contribution equal to $10,115,000 in eligible infrastructure.
The assignment of debt in this Assessment Report sets forth the process by which debt is apportioned. As mentioned herein, this Assessment Report may be supplemented from time to time.

Allocation of Benefit

The AA2 CIP consists of offsite improvements, stormwater management, utilities (water, sewer, & streetlighting), roadway, entry feature, parks & amenities, and contingency. There are three product types within the planned development. The single-family 40’ home has been set as the base unit and has been assigned one equivalent residential unit (“ERU”). Table 4 shows the allocation of benefit to the product type. It is important to note that the benefit derived from the AA2 CIP on a particular unit will exceed the cost that the unit will be paying for such benefits.

Lienability Test: Special and Peculiar Benefit to the Property

Construction and/or acquisition by the District of its proposed AA2 CIP will provide several types of systems, facilities and services for its residents. These offsite improvements, stormwater management, utilities (water, sewer, & streetlighting), roadway, entry feature, parks & amenities, and contingency. The benefit from the AA2 CIP accrues in differing amounts and are somewhat dependent on the product type receiving the special benefits peculiar to that property type, which flow from the logical relationship of improvements to the assigned properties.

Once these determinations are made, they are reviewed in the light of the special benefits peculiar to the property, which flow to the properties because of their logical connection from the improvements in fact actually provided.

For the provision of the AA2 CIP, the special and peculiar benefits are:

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

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

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 AA2 CIP have been apportioned to the property within Assessment Area Two of the District according to reasonable estimates of the special and peculiar benefits provided consistent with the product type of assignable properties.

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

In accordance with the benefit allocation suggested for the product types in Table 4, a total debt per unit and an annual assessment per unit have been calculated for each product type (Table 6). These amounts represent the preliminary anticipated per unit debt allocation assuming all anticipated assigned properties are built and sold as planned, and the entire proposed AA2 CIP is constructed.

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 recorded, the District must allocate a portion of its debt to the property according to this Assessment Report outlined herein. In addition, the District must also prevent any buildup of debt on Unassigned Properties. Otherwise, the land could be fully conveyed and/or platted without all of the debt being allocated. To preclude this, at the time Unassigned Properties become Assigned Properties, the District will determine the amount of anticipated assessment revenue that remains on the Unassigned Properties, taking into account the proposed plat, or site plan approval. 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 than 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.

Assessment Roll

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

Land Use*	Brentwood Phase 2	Brentwood Phase 3	Brentwood Phase 4&5	Cascasdes Phase 3	Wynnstone Phase 1A	Wynnstone Phase 1B	Total Units	ERUs per Unit (1)	
Total ERUs	

Townhome	
124	
122	
290	
0	
0	
0	
536	
0.75	
402.00	
Single Family 40'	0	0	0	219	239	34	492	1.00	492.00	
Single Family 50'	0	0	0	125	243	10	378	1.25	472.50	
Total Units	124	122	290	344	482	44	1,406		1,366.50	

(1) Benefit is allocated on an ERU basis; based on density of planned development, with a Single Family 40' lot at 1 ERU

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

Assessment Area Two Capital
Improvement Plan ("AA2 CIP")	Brentwood -
Phase 2	Brentwood -
Phase 3	Brentwood -
Phase 4&5	Cascades -
Phase 3	Wynnstone -
Phase 1A	Wynnstone -
Phase 1B	Total Cost
Estimate	
Offsite Improvements	$	200,000	$	-	$	250,000	$ 1,011,097	$	7,266,122	$	663,297	$  9,390,516	
Stormwater Management	$	1,103,340	$  1,461,713	$ 4,482,699	$ 4,048,597	$	3,852,613	$	351,691	$ 15,300,653	
Utilities (Water, Sewer, & Street lighting)	$	1,004,920	$  1,331,325	$ 4,082,835	$ 3,848,597	$	3,753,053	$	342,602	$ 14,363,332	
Roadway	$	481,740	$	638,213	$ 1,957,234	$ 2,377,222	$	1,747,617	$	159,533	$  7,361,559	
Entry Feature	$	-	$	200,000	$	125,000	$	461,097	$	865,794	$	79,035	$  1,730,926	
Parks & Amenities	$	-	$	-	$ 1,250,000	$	961,097	$	2,999,236	$	273,789	$  5,484,122	
Professional Fees	$	279,000	$	363,125	$ 1,214,777	$ 1,270,771	$	2,048,444	$	186,995	$  5,363,111	
Contingency	$	306,900	$	399,438	$ 1,336,254	$ 1,397,848	$	2,253,288	$	205,694	$  5,899,422	
	$	3,375,900	$  4,393,813	$14,698,799	$ 15,376,327	$  24,786,166	$ 2,262,636	$ 64,893,640	

(1) A detailed description of these improvements is provided in the Second Amended & Restated Engineer's Report dated March 18, 2024.

Prepared by: Governmental Management Services - Central Florida, LLC

Bond Sizing 
Description	Total

Sources
Par
 $	85,935,000  *
Total Sources  $	85,935,000 

Uses
Construction Funds		
$	64,893,640	
Debt Service Reserve		$	6,489,364	
Capitalized Interest		$	12,030,900	
Underwriters Discount		$	1,718,700	
Cost of Issuance		$	800,000	
Rounding		 $	2,396 	
	Total Uses	 $	85,935,000 	
Bond Assumptions:			
Average Coupon Amortization Capitalized Interest Debt Service Reserve
Underwriters Discount		7.00%
30 Years
24 Months
MADS
2%	

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

Land Use	
No. of Units *	
ERU Factor	
Total ERUs	% of Total ERUs	Total Improvements Costs Per Product Type	Improvement Costs Per Unit	

Townhome	

536	

0.75	

402.00	

29.42%	

$	19,090,555	

$	35,617	
Single Family 40'	492	1.00	492.00	36.00%	$	23,364,560	$	47,489	
Single Family 50'	378	1.25	472.50	34.58%	$	22,438,525	$	59,361	
	1,406		1,366.50	100.00%	$	64,893,640		

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

Prepared by: Governmental Management Services - Central Florida, LLC

Land Use

No. of Units *
Total Improvements Costs Per Product Type

Allocation of Par Debt Per Product Type

Par Debt Per Unit

Townhome	536	$	19,090,555	$	25,280,549	$	47,165	
Single Family 40'	492	$	23,364,560	$	30,940,373	$	62,887	
Single Family 50'	 378	$	22,438,525	$	29,714,078	$	78,609 
 1,406	$	64,893,640	$	85,935,000	

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

Prepared by: Governmental Management Services - Central Florida, LLC

Net Annual Debt Gross Annual Debt

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

Townhome	
536	
$	25,280,548.85	
$	47,165.20	
$  1,909,055.48	
$	3,561.67	
$	3,829.75	
Single Family 40'	492	$	30,940,373.22	$	62,886.94	$  2,336,455.97	$	4,748.89	$	5,106.34	
Single Family 50'	378	$	29,714,077.94	$	78,608.67	$  2,243,852.53	$	5,936.12	$	6,382.92	
	1,406	$	85,935,000.00		$	6,489,364			

(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

Prepared by: Governmental Management Services - Central Florida, LLC

Owner	

Property ID #'s*	

Acres	Total Par Debt Allocation Per Acre	
Total Par Debt Allocated	Net Annual Debt Assessment Allocation	Gross Annual Debt Assessment Allocation (1)	
GLK REAL ESTATE LLC	272630708000040131	0.18	$	250,777	$	45,140	$	3,409	$	3,665	
KL LB BUY 2 LLC	272619705015002280**	0.74	$	250,777	$	185,575	$	14,014	$	15,068	
GLK REAL ESTATE LLC	272619705000020040	7.83	$	250,777	$	1,964,032	$	148,313	$	159,477	
GLK REAL ESTATE LLC	272619705000020110	4.95	$	250,777	$	1,242,196	$	93,804	$	100,865	
GLK REAL ESTATE LLC	272619705000020120	4.76	$	250,777	$	1,194,499	$	90,202	$	96,992	
GLK REAL ESTATE LLC	272619705000020130	3.13	$	250,777	$	783,777	$	59,187	$	63,642	
GLK REAL ESTATE LLC	272630707500040051	8.74	$	250,777	$	2,191,837	$	165,516	$	177,974	
GLK REAL ESTATE LLC	272630708000030191	36.43	$	250,777	$	9,136,190	$	689,918	$	741,847	
GLK REAL ESTATE LLC	272630708000030250	6.14	$	250,777	$	1,540,922	$	116,362	$	125,121	
GLK REAL ESTATE LLC	272630708000030261	8.29	$	250,777	$	2,078,461	$	156,955	$	168,768	
GLK REAL ESTATE LLC	272630708000040097	12.06	$	250,777	$	3,023,688	$	228,333	$	245,520	
KL LB BUY 2 LLC	272619705000020220	1.05	$	250,777	$	263,315	$	19,884	$	21,381	
KL LB BUY 2 LLC	272619705000020210	4.80	$	250,777	$	1,203,727	$	90,899	$	97,741	
KL LB BUY 2 LLC	272619705000020180	13.80	$	250,777	$	3,460,716	$	261,335	$	281,006	
KL LB BUY 2 LLC	272619705000020171	2.69	$	250,777	$	674,589	$	50,941	$	54,776	
GLK REAL ESTATE LLC	272619705000040280	4.82	$	250,777	$	1,208,743	$	91,278	$	98,148	
GLK REAL ESTATE LLC	272630708000030030	11.55	$	250,777	$	2,896,469	$	218,726	$	235,190	
GLK REAL ESTATE LLC	272630708000030010	11.35	$	250,777	$	2,846,314	$	214,939	$	231,117	
GLK REAL ESTATE LLC	272619705000040290	11.48	$	250,777	$	2,878,915	$	217,401	$	233,764	
GLK REAL ESTATE LLC	272619705000040170	22.91	$	250,777	$	5,745,290	$	433,854	$	466,510	
GLK REAL ESTATE LLC	272619705000040190	11.47	$	250,777	$	2,876,407	$	217,211	$	233,561	

Owner	

Property ID #'s*	

Acres	Total Par Debt Allocation Per Acre	
Total Par Debt Allocated	Net Annual Debt Assessment Allocation	Gross Annual Debt Assessment Allocation (1)	
GLK REAL ESTATE LLC	272619704500040141	16.53	$	250,777	$	4,145,336	$	313,034	$	336,596	
GLK REAL ESTATE LLC	272619704500040041	10.20	$	250,777	$	2,557,921	$	193,161	$	207,700	
GLK REAL ESTATE LLC	272619705000040050	9.51	$	250,777	$	2,384,885	$	180,094	$	193,650	
GLK REAL ESTATE LLC	272619705000040060	5.03	$	250,777	$	1,261,406	$	95,255	$	102,425	
GLK REAL ESTATE LLC	272619704500040011	1.69	$	250,777	$	423,812	$	32,004	$	34,413	
GLK REAL ESTATE LLC	272619705000030171	81.07	$	250,777	$	20,330,454	$	1,535,250	$	1,650,807	
GLK REAL ESTATE LLC	272619705000030201	12.52	$	250,777	$	3,139,722	$	237,095	$	254,941	
GLK REAL ESTATE LLC	272619705000030210	9.81	$	250,777	$	2,460,118	$	185,775	$	199,758	
GLK REAL ESTATE LLC	272619705000030012	7.14	$	250,777	$	1,790,544	$	135,213	$	145,390	
Totals		342.68		$	85,935,000	$	6,489,364	$	6,977,811	
							
Annual Assessment Periods		30 Years					
Average Coupon Rate (%)		7.00%					
Maximum Annual Debt Service		$6,489,364					

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

*See attached legal decsrcription for Assessment Area Two
**Only a portion of this parcel representing 0.741 acres will be assessed Prepared by: Governmental Management Services - Central Florida, LLC

EXHIBIT A
Legal Description of the Property
DESCRIPTION: A parcel of land lying in the Southeast 1/4 of Section 19. Township 26 South, Range 27 East. Polk County. Florida, being a portion of TRACTS 17 through 22, inclusive, of FLORIDA DEVELOPMENT COMPANY, as recorded in Plat Book 3, Pages 60 through 63, inclusive, of the Public Records of Polk County, Florida, and being more particularly described as follows:

Commence at the Southeast corner of said Section 19, run thence along the East boundary thereof, N.00°17' I0"W.. a distance of 660.13 feet; thence along the South boundary of TRACTS 17 through 24, inclusive, of said FLORIDA DEVELOPMENT COMPANY, and the Easterly extension thereof, S.88°48'08''W., a distance of925.72 feet, to the POINT OF BEGINNING; thence along the South boundary of the aforesaid TRACTS 17, through 22, inclusive, a portion of which also being the North boundary of COUNTRY WALK ESTATES, as recorded in Plat Book ill.,_ Page 36 and 37. of the Public Records of Polk County, Florida, continue, S.88°48'08"\V., a distance of 1701.37 feet to a point on the Easterly maintained right-of-way line of FDC ROAD GROVE; thence along said Easterly maintained right-of-way line, N.00°09'44"E .. a distance of648.42 feet to a point on the Southerly maintained right­ of-way line of HOLLY HILL GROVE ROAD 3; thence along said Southerly maintained right-of-way line,
N.88°51 '2l"E., a distance of 1695.95 feet; thence along the East boundary of the West 65.00 feet of the aforesaid TRACT 22, S.00°18'53"E., a distance of646.73 feet to the POINT OF BEGINNING.

LESS AND EXCEPT the right-of-way as set forth in Instrument Number 20 IO116489. LESS that portion described in that certain Quit Claim Deed in favor of Polk County. a political subdivision recorded in O.R. Book 12553. Pae:e
349. all in Public Records of Polk County. Florida.

AND

LESS AND EXCEPT Tracts D-4 & D-5, BRENTWOOD TOWNHOMES PHASE I, according to the map or plat thereof recorded in Plat Book 194. Page 16. Public Records of Polk County. Florida.

I
I
I	3
Stacy M. Butterfield POLK
CFN# 2024033956 OR BK 13005 PG 423 Pgs 0421-0423 02/13/2024 07:31:39 AM

LEGEND:

-
VICINITY MAP:
NOT TO SCALE
SURVEY NOTES:
	BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF THE SOUTHEAST 1/4 OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, AS BEING N89.59'19"E.
	LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS-OF-WAY, EASEMENTS, OWNERSHIP, ADJOINERS OR OTHER INSTRUMENTS OF RECORD.

I
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it
1
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ell
I
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..,l
THIS SKETCH MEETS THE APPLICABLE "STANDARDS OF PRACTICE" AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL  SURVEYORS  AND  MAPPERS  IN  RULE
5J17.050-.052, FLORIDA ADMINISTRATIVE CODE.
THIS IS NOT A BOUNDARY SURVEY.
INFORMATION SHOWN HEREON ARE CALCULATED BASED ON RECORDED DEEDS RETRIEVED FROM THE POLK COUNTY PROPERTY APPRAISER WEBSITE, CERTIFIED CORNER RECORDS RETRIEVED FROM THE LAB/NS WEBSITE AND POLK COUNTY G/S. NO FIELD WORK WAS INVOLVED IN THE PREPARATION OF THIS SKETCH AND LEGAL.
THE ELECTRONIC S/GNA TUR£ HEREON IS IN COMPLIANCE WITH FLORIDA ADMINISTRATIVE CODE {FAC) SJ-17.062{3)

HENRY A. KILBURN
FLORIDA LICENSED SURVEYOR & MAPPER NO. LS 6661

DATE

>C,

-I

THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED
BY HENRY A. KILBURN, PSM 6661, ON 11/28/2023 PER FAC SJ-17.062(2).
THIS SURVEY IS NOT VALID WITHOUT TH£ ORIGINAL SIGNA TUR£ AND SEAL
OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
I	SHEET 1 OF 4
>	SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.
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----

KEY MAP:
NOT TO SCALE
20
291
SHEET 2 OF 4
SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.
	·,=.,1	De1111berry
-.

131 WEST KALEY STREET ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104
WWW.DEWBERRY.COM CERTIFICATE OF AUTHORIZATION No. LB 8011	

PREPARED FOR:	
-OF-			
WESTSIDE HANES CITY, CDD		CH DEV LLC	
{BRENTWOOD			
PHASES 2 & 3)			
SECTION 19,
TOWNSHIP 28 SOUTH, RANGE 27 EAST		DATE: 11/15/2023	PROJ: 50142055
REV DATE:	DRAWN BY.·WS	
POLK COUNTY	FLORIDA		SCALE 1» = N/A	CHECKED BY.· HAK	

LEGAL DESCRIPnON: 
A PORTION OF SECTION 19, TOWNSHIP 28 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE CENTER CORNER OF SAID SECTION 19; THENCE N88°59'19"E, ALONG THE NORTH LINE OF THE SE 1/4 OF SAID SECTION 19 A DISTANCE OF 992.29 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N88°59'19"E, A DISTANCE OF 661.52 FEET TO A POINT ON THE EAST LINE OF THE NORTHWEST 1/4	OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4	OF SAID SECTION 19; THENCE 500"19'15"£, ALONG SAID EAST LINE, A DISTANCE OF 661.64 FEET TO A POINT ON THE NORTH LINE OF THE SOUTHWEST 1/4	OF THE NORTHEAST 1/4	OF THE SOUTHEAST 1/4 OF SECTION 19; THENCE N88°55'21"E, ALONG THE SAID NORTH LINE, A DISTANCE OF 330.63 FEET TO A POINT ON THE EAST LINE OF THE EAST 1/2 OF THE SOUTHWEST 1/4	OF THE NORTHEAST 1/4	 OF THE SOUTHEAST 1/4	 OF SECTION 19; THENCE soo·18'JJ"E, ALONG SAID EAST LINE, A DISTANCE OF 661.26 FEET TO A POINT ON THE SOUTH LINE OF THE NORTH 1/2 OF THE SOUTHWEST 1/4	OF SECTION 19; THENCE S88°51'22"W, ALONG SAID NORTH LINE, A DISTANCE OF 991.52 FEET TO A POINT ON THE EAST LINE OF THE EAST 1/2 OF THE SOUTHEAST 1/4	OF THE NORTHEAST 1/4	 OF THE SOUTHWEST 1/4	OF SECTION 19; THENCE N00"20'37"W, ALONG SAID EAST LINE, A DISTANCE OF 163.38 FEET,· THENCE DEPARTING SAID EAST LINE, RUN N89°02'28"E, A DISTANCE OF 83.53 FEET,· THENCE Noo·57'32"w, A DISTANCE OF 57.00 FEET,· THENCE N89°02'28"E, A DISTANCE OF 76.00 FEET,· THENCE N00"57'09"W, A DISTANCE OF 894.67 FEET,· THENCE 589-01'45"W, A DISTANCE OF 60.10 FEET; THENCE Noo·57'32"w, A DISTANCE OF 57.02 FEET,· THENCE 589-02'28"W, A DISTANCE OF 15.00 FEET,· THENCE Noo·57'32"w, A DISTANCE OF 137.74 FEET,· THENCE S88°59'20"W, A DISTANCE OF 72.22 FEET TO A POINT ON THE EAST 1/2	OF THE
SOUTHEAST 1/4	OF THE NORTHEAST 1/4	OF THE SOUTHWEST 1/4	OF SECTION 19; THENCE N00"20'37"W, ALONG SIAD EAST LINE, A DISTANCE OF 15.00 FEET TO THE POINT OF BEGINNING.
LESS ALL RECORDED INTERIOR ROAD RIGHT OF WAYS CONTAINING 21 ACRES MORE OR LESS.

SHEET J OF 4	{SE£ SHEET 4 FOR SKETCH OF D£SCRIPnON)
SKETCH OF DESCRIPnON ONLY.	THIS IS NOT A SURVEY.

SKETCH OF DESCRIPTION	-.	De1111berry
·,=.,1

131 WEST KALEY STREET ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104
WWW.DEWBERRY.COM CERTIFICATE OF AUTHORIZATION No. LB 8011	

PREPARED FOR:	
-OF-			
WESTSIDE HANES CITY, CDD		CH DEV LLC	
{BRENTWOOD			
PHASES 2 & 3)			
SECTION 19,
TOWNSHIP 28 SOUTH, RANGE 27 EAST		DATE: 11/15/2023	PROJ: 50142055
REV DATE:	DRAWN BY.·WS	
POLK COUNTY	FLORIDA		SCALE 1» = N/A	CHECKED BY.· HAK	

C

MINUTE MAID RAMP RD	-	-

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HOLLY HILL GROVE 3 RD
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0	150	300

1 INCH = 300 FEET
SHEET 4 OF 4	(SE£ SHEET 3 FOR D£SCRtPnoN OF SKETCH)
SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

SKETCH OF DESCRIPTION	-.
·,=.,1	De1111berry
131 WEST KALEY STREET ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104
WWW.DEWBERRY.COM CERTIFICATE OF AUTHORIZATION No.LB 8011	

PREPARED FOR:						
-OF-								
WESTSIDE HANES CITY, CDD		CH DEV LLC						
{BRENTWOOD								
PHASES 2 & 3)								
SECTION 19,
TOWNSHIP 28 SOUTH, RANGE 27 EAST		DATE: 11/15/2023	PROJ: 50142055
REV DATE:	DRAWN BY.·WS						
POLK COUNTY	FLORIDA		SCALE 1» = 300'	CHECKED BY.· HAK						

(Not A Survey)

DESCRIPTION:

A portion of TRACTS D-4 and D-5 of BBRENTWOOD TOWNHOMES PHASE I, according to the plat thereof as recorded in Plat Book 194, Pages 16 through 19 of the public records of Polk County, Florida said parcel of land lying in Section 19, Township 26 South, Range 27 East, Polk County, Florida, and being more particularly described as follows:

BEGIN at the Northeast corner of said TRACT D-4, run thence along the South boundary of said BRENTWOOD TOWNHOMES PHASE I the following two (2) courses: (1) S.00°57'32"E., a distance of 38.88 feet; (2) S.89°01'45"W., a distance of 744.99 feet; thence N.00°58'18"W., a distance of 57.46 feet; thence N.89°02'28"E., a distance of 135.00 feet; thence S.00°57'32"E., a distance of 17.44 feet; thence N.89°02'28"E., a distance of 916.33 feet to a point on aforesaid South boundary; thence along said South boundary, S.88°51'21"W., a distance of 306.33 feet to the POINT OF BEGINNING.
Containing 0.741 acres, more or less.

SURVEYOR'S NOTES:
Bearings shown hereon are based on the South boundary of the of BRENTWOOD TOWNHOMES PHASE I, according to the plat thereof, as recorded in Plat Book 194, Pages 16 through 19 of the public records of Polk County, Florida being S.00°57'32"E. The grid bearing as shown hereon refer to the State Plane Coordinate System, North American Horizontal Datum of 1983 (NAD83-2011 adjustment) for the West zone of Florida.
I do hereby certify that this sketch & description was made under my supervision and meets the Standards of Practice set forth by the Florida Board of Professional Surveyors & Mappers stated in Rules 5J-17.051, 5J-17.052, and 5J-17-053, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes.								

Charles M. Arnett	LS6884	
	West Florida
213 Hobbs Street
Tampa, Florida 33619
Phone: (813) 248-8888
Fax: (813) 248-2266
www.geopointsurvey.com Licensed Business No.: LB 7768
GeoPoint						
	 CMA	 02/10/2024	 CMA							
	  GLK Real Estate							
	Revisions							

	

	

					

	

	

FILE PATH: P:\BRENTWOOD TOWNHOMES\PLAT\DESCRIPTION\BRENTWOOD TOWNHOMES PH 4 & 5 - DS OF PH 1 PORTION.DWG	LAST SAVED BY: CARNETT	01 of 02							
(Not A Survey)

Tract R-2
FDC GROVE ROAD

Tract D-4
Tract D-2

TRACT 17

PLANK PLACE

NORTH

0	75'	150'

1"=150'

TRACT 18

FLORIDA DEVELOPMENT COMPANY
Plat Book 3, Pages 60-63

Southeast 1/4 of Section 19-26S-27E

TRACT 19

  TRACT 14	

TRACT 20

POINT OF BEGINNING

TRACT 21

TRACT 12
See Sheet 1 for Signature & Revisions
West Florida
213 Hobbs Street
Tampa, Florida 33619
Phone: (813) 248-8888
Fax: (813) 248-2266
www.geopointsurvey.com Licensed Business No.: LB 7768

FILE PATH: P:\BRENTWOOD TOWNHOMES\PLAT\DESCRIPTION\BRENTWOOD TOWNHOMES PH 4 & 5 - DS OF PH 1 PORTION.DWG	LAST SAVED BY: CARNETT
02 of 02
Legal Descriptions – Cascades Phase 3 Subdivision

Parcel Number: 272630-708000-040131 (Per Book 10032, Pages 1308 - 1311):
THAT PART OF TRACT 13 IN THE SW 1/4 OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AS SHOWN ON THE PLAT OF "MAP OF FLORIDA DEVELOPMENT CO. TRACT LOCATED IN POLK COUNTY, FLORIDA" RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, PUBLIC RECORDS OF POLK COUNTY, FLORIDA DESCRIBED AS: BEGIN AT A POINT ON THE EAST BOUNDARY OF SAID TRACT 13,
495.13 FEET SOUTH OF THE NORTHEAST CORNER OF SAID TRACT 13, AND RUN SOUTH 00°03'28" WEST ALONG SAID EAST BOUNDARY, 151.28 FEET; THENCE SOUTH 89°01'41" WEST 101.28 FEET; THENCE NORTH 33°32'22" EAST 183.56 FEET TO THE POINT OF BEGINNING.

Parcel Number: 272630-708000-040097 (Per Book 10032, Pages 1308 - 1311):
A PORTION OF TRACTS 9, 10, 11, AND 12 IN THE SW 1/4 OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AS SHOWN ON THE PLAT OF "MAP OF FLORIDA DEVELOPMENT CO. TRACT LOCATED IN POLK COUNTY, FLORIDA, “RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63 OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA, DESCRIBED AS: BEGIN AT THE NORTHEAST CORNER OF SAID TRACT 12 AND RUN NORTH 89°02'03" EAST ALONG THE NORTH BOUNDARIES OF SAID TRACTS 10 AND 11, 589.37 FEET; THENCE S00° 05' 35" WEST, PARALLEL WITH THE EAST BOUNDARY OF TRACT 9, 616.31 FEET; THENCE NORTH 89°01'41" EAST TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF F.D.C. GROVE ROAD; THENCE SOUTH 00°05'35" WEST ALONG SAID RIGHT OF WAY LINE, 30.00 FEET TO A POINT ON THE SOUTH BOUNDARY OF SAID TRACT 9, THENCE SOUTH 89°01'41" WEST ALONG THE SOUTH BOUNDARIES OF SAID TRACTS 9, 10, 11, AND 12, 1310.43 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 12; THENCE NORTH 00°03'28" EAST ALONG THE WEST BOUNDARY OF SAID TRACT 12; 151.28 FEET; THENCE NORTH 33°32'22" EAST, 600.73 FEET TO THE POINT OF BEGINNING.

Parcel Number: 272630-707500-040051 (Per Book 10032, Pages 1308 - 1311):
THAT PART OF TRACTS 5, 6, 7, AND 8 IN THE SW 1/4 OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY FLORIDA, AS SHOWN ON THE PLAT OF "SUBDIVISION BY HOLLY HILL GROVE & FRUIT COMPANY POLK COUNTY, FLA", RECORDED IN PLAT BOOK 17, PAGE 35 OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA, DESCRIBED AS: BEGIN AT THE SOUTHWEST CORNER OF SAID TRACT 5 AND RUN NORTH 05°47'32" EAST, 501.06 FEET; THENCE NORTH 41°18'00" WEST, 195.07 FEET OF THE SOUTH LINE OF A PLATTED RIGHT OF WAY; THENCE NORTH 89°02'26" EAST ALONG SAID SOUTH RIGHT OF WAY LINE; 10581.61 FEET TO THE WESTERLY RIGHT OF WAY LINE OF F.D.C. GROVE ROAD; THENCE SOUTH 00°05'36" WEST ALONG SAID WESTERLY RIGHT OF WAY LINE, 30.00 FEET; THENCE SOUTH 89°02'26" WEST, 390.00 FEET; THENCE SOUTH 00°05'36" WEST, PARALLEL WITH THE EASTERLY BOUNDARY OF SAID TRACT 8,
616.31 FEET TO THE SOUTH BOUNDARY OF SAID TRACT 7; THENCE SOUTH 89°02'03" WEST, 589.37 FEET TO THE POINT OF BEGINNING.

Parcel Number: 272630-708000-030191 (Per Book 10032, Pages 1308 - 1311):
The SOUTH 1/2 OF TRACTS 19 AND 20, ALL OF TRACTS 21 THROUGH 24, INCLUSIVE AND ALL OF TRACTS 28, 29, AND 30 IN THE NORTHWEST 1/4 OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AS SHOWN ON THE PLAT OF "MAP OF FLORIDA DEVELOPMENT CO. TRACT LOCATED IN POLK COUNTY, FLORIDA" AS RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63 OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA, LESS AND EXCEPT: BEGIN AT THE SOUTHEAST CORNER OF SAID TRACT 24 (ON THE LAND LINE); AND RUN SOUTH 89°07'-1" WEST, ALONG THE SOUTH BOUNDARY OF SAID TRACTS 24 AND 23, 407.00 FEET; THENCE NORTH 00°05'34" EAST 613.83 FEET; THENCE NORTH 89°11'37" EAST, 407.00 FEET TO THE EAST BOUNDARY OF SAID TRACT 24; THENCE SOUTH 00°05'34" WEST, 613.30 FEET TO THE POINT OF BEGINNING.
Parcel Number: 272630-708000-030261 (Per Book 10543, Pages 1285 - 1288):
Tract 26 in the NW 1/4 of Section 30, Township 26 South, Range 27 East, FLORIDA DEVELOPMENT CO. TRACT, according to the map or plat thereof as recorded in Plat Book 3, Page 60, Public Records of Polk County, Florida. LESS AND EXCEPT from the above-described Tract 26 the real property described as follows:
A PORTION OF TRACT 26 IN THE NW 1/4 OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, ACCORDING TO THE PLAT OF "FLORIDA DEVELOPMENT COMPANY SUBDIVISION", RECORDED IN PLAT BOOK 3, PAGES 60-63, POLK COUNTY, FLORIDA, ALL BEING FURTHER DESCRIBED AS: BEGIN AT A 5/8" IRON ROD AND CAP "RLS 3781" STANDING AT THE NORTHEAST CORNER OF SAID TRACT 25, SAID POINT ALSO LIES ON THE WEST RIGHT-OF-WAY LINE (30' PLATTED RIGHT-OF-WAY WIDTH) OF FDC GROVE ROAD, AND RUN THENCE ALONG THE EAST LINE OF SAID TRACT 25, ALSO BEING SAID WEST RIGHT-OF-WAY LINE, S-00°07'00"-E, 643.72 FEET TO A 5/8" IRON ROD AND CAP "LB 8126" STANDING AT THE SOUTHEAST CORNER OF SAID TRACT 25, SAID POINT ALSO LIES ON THE NORTH PLATTED RIGHT-OF- WAY LINE (30' PLATTED RIGHT OF WAY WIDTH) OF A PLATTED STREET (NOT PHYSICALLY OPEN); THENCE DEPARTING SAID WEST RIGHT-OF-WAY LINE, AND ALONG THE SOUTH LINE OF SAID TRACT 25 AND SAID TRACT 26, ALSO ALONG SAID NORTH PLATTED RIGHT-OF-WAY LINE, S-88°55'22"-W, 417.44 FEET; THENCE DEPARTING SAID NORTH PLATTED RIGHT-OF-WAY LINE, N-00°07'00"-W, 644.16 FEET TO A POINT ON THE NORTH LINE OF SAID TRACT 26; THENCE ALONG THE NORTH LINE OF SAID TRACT 26 AND SAID TRACT 25 N-88°59'00"-E, 417.43 FEET TO THE POINT OF BEGINNING.

Parcel Number: 272630-708000-030250 (Per Book 10543, Pages 1065 - 1067):
ALL OF TRACT 25, AND A PORTION OF TRACT 26, ALL LYING IN THE NW 1/4 OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, ACCORDING TO THE PLAT OF "FLORIDA DEVELOPMENT COMPANY SUBDIVISION", RECORDED IN PLAT BOOK 3, PAGES 60-63, POLK COUNTY, FLORIDA, ALL BEING FURTHER DESCRIBED AS: BEGIN AT A 5/8" IRON ROD AND CAP "RLS 3781" STANDING AT THE NORTHEAST CORNER OF SAID TRACT 25, SAID POINT ALSO LIES ON THE WEST RIGHT-OF-WAY LINE (30' PLATTED RIGHT- OF-WAY WIDTH) OF FDC GROVE ROAD, AND RUN THENCE ALONG THE EAST LINE OF SAID TRACT 25, ALSO BEING SAID WEST RIGHT-OF-WAY LINE, S-00° 07' 00" -E, 643.72 FEET TO A 5/8" IRON ROD AND CAP "LB 8126" STANDING AT THE SOUTHEAST CORNER OF SAID TRACT 25, SAID POINT ALSO LIES ON THE NORTH PLATTED RIGHT-OF-WAY LINE (30' PLATTED RIGHT OF WAY WIDTH) OF A PLATTED STREET (NOT PHYSICALLY OPEN); THENCE DEPARTING SAID WEST RIGHT-OF-WAY LINE, AND ALONG THE SOUTH LINE OF SAID TRACT 25 AND SAID TRACT 26, ALSO ALONG SAID NORTH PLATTED RIGHT-OF-WAY LINE, S-88° 55' 22" -W, 417.44 FEET; THENCE DEPARTING SAID NORTH PLATTED RIGHT-OF-WAY LINE, N-00° 07' 00" - W, 644.16 FEET TO A POINT ON THE NORTH LINE OF SAID TRACT 26; THENCE ALONG THE NORTH LINE OF SAID TRACT 26 AND SAID TRACT 25 N-88° 59' 00" -E, 417.43 FEET TO THE POINT OF BEGINNING.
LEGAL DESCRIPTION
PROPOSED “WYNNSTONE” SUBDIVISION PHASE 1 BOND ISSUANCE BOUNDARY
Revised 2-22-2024

NOTES:
PERIMETER BOUNDARY INFORMATION BASED ON “ALTA/NSPS LAND TITLE SURVEY”, PREPARED BY GEO POINT SURVEYING, INC., JOB# 1001945-LEN WS 001, FIELD SURVEY DATE: OCTOBER 26, 2023, AND “BOUNDARY SURVEY”, PREPARED BY GEO POINT SURVEYING, INC., JOB #1001945-GLK WS-002, FIELD SURVEY DATE: DECEMBER 19, 2023, BOTH WERE RELIED UPON AS BEING COMPLETED AND CORRECT.
INTERIOR ROADWAYS AND LOT CONFIGURATION BASED ON “CONCEPTUAL SITE PLAN-SINGLE FAMILY”, WYNNSTONE SINGLE FAMILY, POLK COUNTY, FLORIDA”, PREPARED BY ABSOLUTE ENGINEERING, INC. JOB # 19-0009-0010, AND WAS RELIED UPON AS BEING COMPLETE AND CORRECT.
ALL OF TRACTS 1, 2, 3, AND 4 IN THE NORTHWEST ¼ OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, BEING WITHIN THE PLAT OF “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, AS RECORDED IN PLAT BOOK 3, PAGES 60 TO 63 (INCLUSIVE), OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA;
AND
ALL OF TRACTS 1, 2, 3, 4, 13, 14, 15, AND 16 IN THE SOUTHWEST ¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, BEING WITHIN THE PLAT OF “HOLLY HILL GROVE & FRUIT COMPANY”, AS RECORDED IN PLAT BOOK 17, PAGE 34 OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA;
AND
ALL OF TRACTS 5, 6, 12, 17, 18, 19, 28, 29, 30, 31, AND 32 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
AND
PARTS OF TRACTS 9, 10, 11, 20, 21, 22, 23, AND 24 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
AND
ALL OF THE SOUTH 150.00 FEET OF TRACTS 1 AND 2 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
AND
PART OF THE SOUTH 150.00 FEET OF TRACT 3 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
AND
ALL OF TRACTS 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 27, 28, 29, 30, 31 AND 32 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH

ALL OF THAT PLATTED RIGHT-OF-WAY (30.00 FEET TOTAL WIDTH), LYING NORTH OF AND ADJOINING THE NORTH BOUNDARY OF TRACTS 1, 2, 3 AND 4 IN THE NORTHWEST ¼ OF SAID SECTION 30, AND LYING SOUTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACTS 29, 30, 31, AND 32 IN THE SOUTHWEST ¼ OF SAID SECTION 19, ALL BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH
ALL OF THAT PLATTED 15.00 FEET WIDE RIGHT-OF-WAY LYING NORTH OF AND ADJOINING THE NORTH BOUNDARY OF TRACTS 17, 18, 19, 20, 21, 22, 23, AND 24 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH
ALL OF THAT PLATTED 15.00 FEET WIDE RIGHT-OF-WAY LYING SOUTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACTS 13, 14, 15, AND 16 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “HOLLY HILL GROVE & FRUIT COMPANY”;

1925 BARTOW ROAD  LAKELAND, FL 33801
OFFICE: (863) 940-2040 FAX: (863) 940-2044 EMAIL: INFO@WOODCIVIL.COM
CERTIFICATE OF AUTHORIZATION NO. 32508
(NOT A SURVEY)
LEGAL DESCRIPTION CONSISTS OF FOUR (4) PAGES, AND IS NOT COMPLETE WITHOUT ALL PAGES
REVISION 1 02/22/24
PAGE 1 OF 4
TOGETHER WITH

ALL OF THAT MAINTAINED RIGHT-OF-WAY (WIDTH VARIES) ACCORDING TO MAP BOOK 17, PAGES 93 TO 99 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA, LYING NORTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACTS 9, 10, 11, AND 12 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH
ALL OF THAT 15.00 FEET WIDE PLATTED RIGHT-OF-WAY LYING EAST OF AND ADJOINING THE EAST BOUNDARY OF TRACTS 9 AND 24, AND ALL OF THAT MAINTAINED RIGHT-OF-WAY ACCORDING TO MAP BOOK 18, PAGES 43 TO 61 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA, LYING WEST OF AND ADJOINING THE EAST BOUNDARY OF TRACTS 9 AND 24, ALL IN THE SOUTHWEST ¼ OF SAID SECTION 19, AND BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH
ALL OF THAT REMAINING 15.00 FEET WIDE PLATTED RIGHT-OF-WAY LYING NORTH OF AND ADJOINING THE NORTH BOUNDARY OF TRACT 4 IN THE SOUTHWEST ¼ OF SAID SECTION 19, AND BEING WITHIN THE PLAT OF SAID “HOLLY HILL GROVE & FRUIT COMPANY”, LYING EAST OF THE EASTERLY BOUNDARY OF THE VACATED RIGHT-OF-WAY ACCORDING TO THE OFFICIAL RECORDS BOOK 8483, PAGE 400, PUBLIC RECORDS OF POLK COUNTY, FLORIDA;
AND TOGETHER WITH
ALL OF THAT REMAINING 15.00 FEET WIDE PLATTED RIGHT-OF-WAY LYING SOUTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACT 29 IN THE NORTHWEST ¼ OF SAID SECTION 19, AND BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, LYING EAST OF THE EASTERLY BOUNDARY OF THE VACATED RIGHT-OF-WAY ACCORDING TO THE OFFICIAL RECORDS BOOK 8483, PAGE 400, PUBLIC RECORDS OF POLK COUNTY, FLORIDA;
AND TOGETHER WITH

ALL OF THAT PLATTED RIGHT-OF-WAY (30.00 FEET TOTAL WIDTH) LYING NORTH OF AND ADJOINING THE NORTH BOUNDARY OF TRACTS 5 AND 6 IN THE SOUTHWEST ¼ OF SECTION 19, AND LYING SOUTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACTS 27 AND 28 IN THE NORTHWEST ¼ OF SECTION 19, ALL BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”.

DESCRIPTION:
ALL BEING MORE PARTICULARLY DESCRIBED AS:
COMMENCE AT A 4” X 4” CONCRETE MONUMENT AND CAP “RLS3781” STANDING AT THE WEST ¼ (QUARTER) CORNER OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AND RUN THENCE ALONG THE WEST BOUNDARY OF THE NORTHWEST ¼ OF SAID SECTION 30, N-00°04'07”-W, 1985.41 FEET; THENCE DEPARTING SAID WEST BOUNDARY, RUN N-89°55'53”-E, 15.00 FEET TO THE SOUTHWEST CORNER OF TRACT 1 IN THE NORTHWEST ¼ OF SAID SECTION 30, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, SAID POINT IS ALSO THE POINT OF BEGINNING; THENCE ALONG THE WEST BOUNDARY OF SAID TRACT 1 AND ITS NORTHERLY PROJECTION , N-00°04'07”-W, 661.71 FEET TO A PONT ON THE NORTH BOUNDARY OF THE NORTHWEST ¼ OF SAID SECTION 30, SAID POINT IS ALSO ON THE SOUTH BOUNDARY OF THE SOUTHWEST ¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA; THENCE ALONG THE WEST BOUNDARY OF TRACT 17 AND 32 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT,” AND THE SOUTHERLY AND NORTHERLY PROJECTION THEREOF, ALSO BEING THE EASTERLY PLATTED RIGHT-OF-WAY PER PLAT BOOK 3, PAGES 60 TO 63 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA, CONTINUE ALONG THE WEST BOUNDARY OF TRACTS 1 AND 16 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “HOLLY HILL GROVE & FRUIT COMPANY”, AND THE SOUTHERLY AND NORTHERLY PROJECTION THEREOF, ALSO BEING THE EASTERLY PLATTED RIGHT-OF-WAY PER PLAT BOOK 17, PAGE 34, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, CONTINUE ALONG THE WEST BOUNDARY OF TRACTS 17 AND 32 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, AND THE SOUTHERLY AND NORTHERLY PROJECTIONS THEREOF, ALSO BEING THE EASTERLY PLATTED RIGHT-OF-WAY PER PLAT BOOK 3, PAGES 60 TO 63 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA, CONTINUE ALONG THE WEST BOUNDARY OF TRACTS 1 AND 16 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, AND THE SOUTHERLY PROJECTION THEREOF, ALSO BEING THE EASTERLY PLATTED RIGHT-OF-WAY PER PLAT BOOK 3, PAGES 60 TO 63, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, RUN N-00°04'06”-W, 4785.68 FEET TO A 5/8” IRON ROD AND CAP “LB5073” STANDING AT THE NORTHWEST CORNER OF THE SOUTH 150.00 FEET OF SAID TRACT 1, SAID POINT IS ALSO THE SOUTHWEST CORNER OF SUNSET RIDGE PHASE 2”, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 126, PAGES 36 TO 41 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE DEPARTING SAID WEST BOUNDARY AND SAID EASTERLY RIGHT-OF-WAY, RUN ALONG THE NORTH BOUNDARY OF THE SOUTH 150.00

1925 BARTOW ROAD  LAKELAND, FL 33801
OFFICE: (863) 940-2040 FAX: (863) 940-2044 EMAIL: INFO@WOODCIVIL.COM
CERTIFICATE OF AUTHORIZATION NO. 32508
(NOT A SURVEY)
LEGAL DESCRIPTION CONSISTS OF FOUR (4) PAGES, AND IS NOT COMPLETE WITHOUT ALL PAGES
REVISION 1 02/22/24
PAGE 2 OF 3
FEET OF TRACTS 1, 2, AND 3 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, ALSO BEING THE SOUTH BOUNDARY OF SAID “SUNSET RIDGE PHASE 2”, RUN N-89°08'35”-E, BASIS OF BEARING FOR THIS DESCRIPTION, 1061.45 FEET; THENCE DEPARTING SAID NORTH BOUNDARY OF THE SOUTH 150.00 FEET OF TRACTS 1, 2, AND 3, AND DEPARTING THE SOUTH BOUNDARY OF SAID “SUNSET RIDGE PHASE 2, RUN S-00°11'00”-E, 150.01 FEET TO A POINT ON THE NORTH BOUNDARY OF TRACT 14 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE CONTINUE ALONG THE NORTH BOUNDARY OF SAID TRACT 14, AND CONTINUE ALONG THE NORTH BOUNDARY OF TRACT 13 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, RUN N-89°08'35”-E, 460.61 FEET TO A 4” X 4” CONCRETE MONUMENT AND CAP “LB 8112” STANDING AT THE NORTHEAST CORNER OF SAID TRACT 13, SAID POINT ALSO BEING THE NORTHWEST CORNER OF “NATURES RESERVE PHASE 1” ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 162, PAGES 47 TO 49 (INCLUSIVE) PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG THE EAST BOUNDARY OF SAID TRACT 13 AND ITS SOUTHERLY PROJECTION, ALSO BEING THE WEST BOUNDARY OF SAID “NATURES RESERVE PHASE 1”, RUN S-00°20'10”-E, 676.06 FEET TO THE NORTHWEST CORNER OF TRACT 21 IN THE NORTHWEST
¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE ALONG THE NORTH BOUNDARY OF SAID TRACT 21, AND CONTINUE ALONG THE NORTH BOUNDARY OF TRACT 22 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, RUN N-89°06'00”-E, 662.14 FEET TO A 5/8” IRON ROD WITH NO IDENTIFICATION STANDING AT THE NORTHEAST CORNER OF SAID TRACT 22; THENCE ALONG THE EAST BOUNDARY OF SAID TRACT 22 AND THE EAST BOUNDARY OF TRACT 27 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT,” AND ITS SOUTHERLY PROJECTION, ALSO BEING THE WEST BOUNDARY OF SAID “NATURES RESERVE PHASE 1” AND ITS SOUTHERLY PROJECTION, AND CONTINUE ALONG THE EAST BOUNDARY OF TRACT 6 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, AND ITS NORTHERLY AND SOUTHERLY EXTENSIONS, RUN S-00°21'46”-E, 1976.46 FEET; THENCE S-89°00'33”-W,
115.96 FEET; THENCE S-89°55'13”-W, 168.00 FEET; THENCE S-00°04'47”-E, 110.00 FEET; THENCE N-89°55'13”-E, 30.23 FEET; THENCE S-00°04'47”-E, 40.00 FEET; THENCE N-89°55'13”-E, 85.00 FEET; THENCE S-00°04'47”-E, 480.00 FEET; THENCE N-89°55'13”-E, 85.00 FEET TO A POINT OF CURVE CONCAVE NORTHERLY; THENCE NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-44°55'13”-E, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE N-89°55'13”-E, 40.00 FEET TO A POINT OF CURVE CONCAVE EASTERLY; THENCE SOUTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-45°04'47”-E, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE N-89°55'13”-E, 170.00 FEET TO A POINT OF CURVE CONCAVE NORTHERLY; THENCE NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-44°55'13”-E, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE N-89°55'13”-E, 40.00 FEET TO A POINT OF CURVE CONCAVE EASTERLY; THENCE SOUTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-45°04'47”-E, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE N-89°55'13”-E, 155.00 FEET; THENCE N-00°04'47”-W, 120.00 FEET; THENCE N-89°55'13”-E, 5.00 FEET TO A POINT OF CURVE CONCAVE NORTHERLY; THENCE NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 75.00 FEET, A CENTRAL ANGLE/DELTA OF 59°12'40”, A CHORD BEARING OF N-60°18'52”-E, A CHORD DISTANCE OF 74.10 FEET, FOR AN ARC LENGTH OF 77.57 FEET; THENCE ALONG A NON-RADIAL LINE, N-89°55'13”-E, 133.06 FEET; THENCE N-00°05'16”-W, 489.86 FEET TO A POINT ON THE NORTH BOUNDARY OF TRACT 9 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE ALONG SAID NORTH BOUNDARY, N-89°05'03”-E, 19.99 FEET TO A POINT ON THE WESTERLY MAINTAINED RIGHT-OF-WAY OF FDC GROVE ROAD, ACCORDING TO MAP BOOK 18, PAGES 43 TO 61 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE DEPARTING SAID NORTH BOUNDARY AND ALONG SAID WESTERLY MAINTAINED RIGHT-OF-WAY THE FOLLOWING SIX (6) COURSES: 1) S-00°27'36”-E, 607.85 FEET; THENCE 2) S-18°10'05”-W,
18.77 FEET; THENCE 3) S-10°22'17”-E, 53.68 FEET; THENCE 4) S-00°22'39”-E, 197.61 FEET; THENCE 5) S-01°12'23”-W, 332.36 FEET; THENCE 6) S-00°27'05”-W, 118.81 FEET TO A POINT ON THE SOUTH BOUNDARY OF TRACT 24 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE DEPARTING SAID WESTERLY MAINTAINED RIGHT-OF-WAY, AND ALONG THE SOUTH BOUNDARY OF SAID TRACT 24, RUN S-89°08'17”-W, 20.02 FEET; THENCE DEPARTING SAID SOUTH BOUNDARY, RUN N-00°05'16”-W, 490.71 FEET; THENCE S-89°55'13”-W, 126.36 FEET; THENCE ALONG A RADIAL LINE, S-52°13'40”-W, 15.00 FEET TO A POINT ON A CURVE CONCAVE SOUTHWESTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 75.00 FEET, A CENTRAL ANGLE/DELTA OF 52°18'27”, A CHORD BEARING OF N-63°55'34”-W, A CHORD DISTANCE OF 66.12 FEET, FOR AN ARC LENGTH OF 68.47 FEET; THENCE S-89°55'13”-W, 5.00 FEET; THENCE N-00°04'47”-W,
120.00 FEET; THENCE S-89°55'13”-W, 155.00 FEET TO A POINT OF CURVE CONCAVE SOUTHERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-44°55'13”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 40.00 FEET TO A POINT OF CURVE CONCAVE WESTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-45°04'47”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 170.00 FEET TO A POINT OF CURVE CONCAVE SOUTHERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-44°55'13”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 40.00 FEET TO A POINT OF CURVE CONCAVE WESTERLY; THENCE

1925 BARTOW ROAD  LAKELAND, FL 33801
OFFICE: (863) 940-2040 FAX: (863) 940-2044 EMAIL: INFO@WOODCIVIL.COM
CERTIFICATE OF AUTHORIZATION NO. 32508
(NOT A SURVEY)
LEGAL DESCRIPTION CONSISTS OF FOUR (4) PAGES, AND IS NOT COMPLETE WITHOUT ALL PAGES
REVISION 1 02/22/24
PAGE 3 OF 4
NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-45°04'47”-W, A CHORD DISTANCE OF 35.36 FEET FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 170.00 FEET TO A POINT ON A CURVE CONCAVE SOUTHERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-44°55'13”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 40.00 FEET TO A POINT OF CURVE CONCAVE WESTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-45°04'47”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 170.00 FEET TO A POINT OF CURVE CONCAVE SOUTHERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-44°55'13”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 40.00 FEET TO A POINT OF CURVE CONCAVE WESTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-45°04'47”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 85.00 FEET; THENCE S-00°04'47”-E, 481.18 FEET; THENCE S-22°12'50”-E, 88.48 FEET; THENCE S-46°46'12”-E, 81.16 FEET; THENCE S-70°05'16”-E, 72.63 FEET; THENCE N-89°55'13”-E, 202.89 FEET TO THE NORTHEAST CORNER OF TRACT 28 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE ALONG THE EAST BOUNDARY OF SAID TRACT 28, RUN S-00°21'05”-E, 647.48 FEET TO THE SOUTHEAST CORNER OF SAID TRACT 28; THENCE ALONG THE SOUTH BOUNDARY OF SAID TRACT 28, RUN S-89°03'32”-W,
331.81 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 28; THENCE DEPARTING SAID SOUTH BOUNDARY, RUN S-00°20'33”-E, 15.00 FEET TO A POINT ON THE SOUTH BOUNDARY OF THE SOUTHWEST ¼ OF SAID SECTION 19, ALSO BEING A POINT ON THE NORTH BOUNDARY OF THE NORTHWEST ¼ OF SAID SECTION 30; THENCE ALONG THE EAST BOUNDARY OF TRACT 4 IN THE NORTHWEST ¼ OF SAID SECTION 30, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT,” AND ITS NORTHERLY PROJECTION, RUN S-00°07'14”-E, 660.05 FEET TO THE SOUTHEAST CORNER OF SAID TRACT 4; THENCE ALONG THE SOUTH BOUNDARY OF SAID TRACT 4, AND CONTINUE ALONG THE SOUTH BOUNDARY OF TRACTS 1, 2, AND 3 IN THE NORTHWEST ¼ OF SAID SECTION 30, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, RUN S-89°06'13”-W, 1544.95 FEET TO THE POINT OF BEGINNING.
CONTAINING: 234.358 ACRES, MORE OR LESS.

1925 BARTOW ROAD  LAKELAND, FL 33801
OFFICE: (863) 940-2040 FAX: (863) 940-2044 EMAIL: INFO@WOODCIVIL.COM
CERTIFICATE OF AUTHORIZATION NO. 32508
(NOT A SURVEY)
LEGAL DESCRIPTION CONSISTS OF FOUR (4) PAGES, AND IS NOT COMPLETE WITHOUT ALL PAGES
REVISION 1 02/22/24
PAGE 4 OF 4

200

100	0

200

400
TRACT 12	TRACT NUMBER PER "MAP OF FLORIDA DEVELOPMENT CO. TRACT", PER PLAT BOOK 3, PAGES 60-63 TRACT 2
H.H.G.&F. CO.  TRACT NUMBER PER "HOLLY HILL GROVE & FRUIT COMPANY", PER PLAT BOOH 17, PAGE 34
Scale: 1" = 200'

P.O.B.	POINT OF BEGINNING

(RAD)	RADIAL

(NR)	NON RADIAL

BEARINGS SHOWN HEREON ARE BASED ON THE NORTH BOUNDARY OF THE SOUTH 150 FEET OF TRACTS 1, 2 AND 3, IN THE NORTHWEST 1/4 OF SECTION 19, ALSO BEING THE SOUTH BOUNDARY OF "SUNSET RIDGE PHASE 2", AS RECORDED IN PLAT BOOK 126, PAGES 36 - 41, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, HAVING A GRID BEARING OF N-89°08'35"-E. THE GRID BEARINGS AS SHOWN HEREON REFER TO THE STATE OF FLORIDA COORDINATE SYSTEM, NORTH AMERICAN HORIZONTAL DATUM OF 1983 (NAD 83-2011 ADJUSTMENT) FOR THE WEST ZONE OF FLORIDA.

1

1

1
1

EAST BOUNDARY OF TRACT 6

WESTERLY MAINTAINED R/W LINE

Curve Table	Curve Table

Curve #
Length

Radius

Delta
Chord Length
Chord Bearing

Curve # Length Radius	Delta	Chord Length Chord Bearing

1	C1		INTENTIONALLY OMITTED			C9	39.27'	25.00'	90° 00' 00"	35.36'	S44° 55' 13"W	
1	C2		INTENTIONALLY OMITTED			C10	39.27'	25.00'	90° 00' 00"	35.36'	N45° 04' 47"W	
	C3	39.27'	25.00'  90° 00' 00"	35.36'	N44° 55' 13"E	C11	39.27'	25.00'	90° 00' 00"	35.36'	S44° 55' 13"W	
	C4	39.27'	25.00'  90° 00' 00"	35.36'	S45° 04' 47"E	C12	39.27'	25.00'	90° 00' 00"	35.36'	N45° 04' 47"W	
	C5	39.27'	25.00'  90° 00' 00"	35.36'	N44° 55' 13"E	C13	39.27'	25.00'	90° 00' 00"	35.36'	S44° 55' 13"W	
	C6	39.27'	25.00'  90° 00' 00"	35.36'	S45° 04' 47"E	C14	39.27'	25.00'	90° 00' 00"	35.36'	N45° 04' 47"W	
	C7	77.51'	75.00'  59° 12' 40"	74.10'	N60° 18' 52"E	C15	39.27'	25.00'	90° 00' 00"	35.36'	S44° 55' 13"W	
	C8	68.47'	75.00'  52° 18' 27"	66.12'	N63° 55' 34"W	C16	39.27'	25.00'	90° 00' 00"	35.36'	N45° 04' 47"W	

SHEET:

Section V
RESOLUTION 2024-11

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE WESTSIDE HAINES CITY COMMUNITY DEVELOPMENT DISTRICT SETTING FORTH THE SPECIFIC TERMS OF THE DISTRICT’S SPECIAL ASSESSMENT BONDS, SERIES 2024 (ASSESSMENT AREA TWO PROJECT); CONFIRMING THE DISTRICT’S PROVISION OF IMPROVEMENTS; CONFIRMING THE ENGINEER’S REPORT AND SUPPLEMENTAL ASSESSMENT METHODOLOGY REPORT; CONFIRMING, ALLOCATING AND AUTHORIZING THE COLLECTION OF SPECIAL ASSESSMENTS SECURING THE SERIES 2024 BONDS; PROVIDING FOR THE APPLICATION OF TRUE-UP PAYMENTS; PROVIDING FOR THE SUPPLEMENTATION OF THE IMPROVEMENT LIEN BOOK; PROVIDING FOR THE RECORDING OF A NOTICE OF SERIES 2024 SPECIAL ASSESSMENTS; PROVIDING FOR CONFLICTS, SEVERABILITY AND AN EFFECTIVE DATE.
WHEREAS, the Westside Haines City Community Development District (“District”) has previously indicated its intention to undertake, install, establish, construct or acquire certain public improvements and to finance such public improvements through the imposition of special assessments on benefited property within the District and the issuance of bonds; and

WHEREAS, the District’s Board of Supervisors (“Board”) has previously adopted, after notices and public hearings, Resolution Nos. 2021-25, 2021-26, 2021-29, 2024-08, 2-24-09, and 2024-  (together the “Assessment Resolutions”) and relating to the imposition, levy, collection and enforcement of such special assessments; and
WHEREAS, pursuant to and consistent with the terms of the Assessment Resolutions, this Resolution shall set forth the terms of bonds actually issued by the District, and apply the adopted special assessment methodology to the actual scope of the project to be completed with such series of bonds and the terms of the bond issue; and

WHEREAS, on 	, 2024, the District entered into a Bond Purchase Contract, whereby it agreed to sell $		 of its Special Assessment Bonds, Series 2024 (the “Series 2024 Bonds”); and

WHEREAS, pursuant to and consistent with the Assessment Resolutions, the District desires to set forth the particular terms of the sale of the Series 2024 Bonds and to confirm the liens of the levy of special assessments securing the Series 2024 Bonds.

NOW THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE WESTSIDE HAINES CITY COMMUNITY DEVELOPMENT DISTRICT AS FOLLOWS:
SECTION 1. AUTHORITY FOR THIS RESOLUTION. This Resolution is adopted pursuant to the provisions of Florida law, including Chapters 170, 190 and 197, Florida Statutes, and the Assessment Resolutions.

SECTION 2. FINDINGS. The Board of Supervisors of the Westside Haines City Community Development District hereby finds and determines as follows:

The District, after due notice and public hearing, adopted the Assessment Resolutions which, among other things, equalized, approved, confirmed and levied special assessments on property benefiting from the improvements authorized by the District. Each Resolution provides that as each series of bonds is issued to fund all or any portion of the District’s improvements, a supplemental resolution will be adopted to set forth the specific terms of each series of the bonds and certifying the amount of the liens of the special assessments securing any portion of the bonds, including interest, costs of issuance, the number of payments due, any True-Up amounts and the application of receipt of any True-Up proceeds.
The Second Amended and Restated Engineer’s Report, dated March 18, 2024 (the “Engineer’s Report”), attached to this Resolution as Exhibit A, identifies and describes the presently expected components of the infrastructure improvements necessary to develop the area identified as “Assessment Area Two: (“Assessment Area Two Project”), to be financed all or in part with the Series 2024 Bonds (the “Improvements”), and indicates the estimated costs of the Assessment Area Two Project as $	. The District hereby confirms that the Assessment Area Two Project serves a proper, essential and valid public purpose. The Engineer’s Report is hereby approved, adopted, and confirmed. The District ratifies its use in connection with the sale of the Series 2024 Bonds.
The Master Assessment Methodology – Assessment Area Two, dated March 18, 2024 (the “Master Report”), as supplemented by that Supplemental Assessment Methodology – Assessment Area Two, dated 	, 2024 (the “Supplemental Report” and together with Master Report, the “Assessment Report”), attached to this Resolution as Composite Exhibit B, applies the Assessment Report to the Improvements and the actual terms of the Series 2024 Bonds. The Assessment Report is hereby approved, adopted and confirmed. The District ratifies its use in connection with the sale of the Series 2024 Bonds.
The Assessment Area Two Project will specially benefit certain property within the District (“Series 2024 Assessment Area”), the legal description of the assessable property therein is attached hereto as Exhibit C. It is reasonable, proper, just and right to assess the portion of the costs of the Assessment Area Two Project financed with the Series 2024 Bonds, the specially benefited properties within the District as set forth in the Assessment Resolutions, and this Resolution.
SECTION 3. SETTING FORTH THE TERMS OF THE SERIES 2024 BONDS; CONFIRMATION OF MAXIMUM ASSESSMENT LIEN FOR SERIES 2024 BONDS. As
provided in the Assessment Resolutions, this Resolution is intended to set forth the terms of the Series 2024 Bonds and the final amount of the liens of the special assessments securing those bonds.
The Series 2024 Bonds, in a par amount of $	, shall bear such rates of interest and maturity as shown on Exhibit D, attached hereto. The final payment on the Series 2024 Bonds shall be due on 	. The estimated sources and uses of funds of the Series 2024 Bonds shall be as set forth in Exhibit E. The debt service due on the Series 2024 Bonds is set forth on Exhibit F attached hereto.
The lien of the special assessments securing the Series 2024 Bonds on Series 2024 Assessment Area (the “Series 2024 Special Assessments”), shall be the principal amount due on the Series 2024 Bonds, together with accrued but unpaid interest thereon, and together with the amount by which annual assessments are grossed up to include early payment discounts required by law and costs of collection. The Series 2024 Bonds are secured solely by the Series 2024 Assessment Area Pledged Revenues (as defined in the Indenture (hereinafter defined)), which is comprised in part by the lien against Series 2024 Assessment Area.
SECTION 4. ALLOCATION OF ASSESSMENTS SECURING THE SERIES 2024 BONDS; ADDRESSING COLLECTION OF THE SAME.

The special assessments for the Series 2024 Bonds shall be allocated in accordance with Composite Exhibit B, which allocation shall initially be on an acreage basis and further allocated as lands are platted. The Supplemental Methodology is consistent with the District’s Master Methodology. The Supplemental Methodology, considered herein, reflects the actual terms of the issuance of the District’s Series 2024 Bonds. The estimated costs of collection of the special assessments for the Series 2024 Bonds are as set forth in the Supplemental Methodology.
The lien of the special assessments securing the Series 2024 Bonds includes all property within Series 2024 Assessment Area, and as such land is ultimately defined and set forth in any plats, certificates of occupancy or other designations of developable acreage.
Taking into account earnings on certain funds and accounts as set forth in the Assessment Report, the District shall, for Fiscal Year 2024/2023, begin semi-annual collection of special assessments for the Series 2024 Bonds debt service payments due starting 	, using the methods available to it by law. Debt service payments, including semi-annual installments of interest and final principal, are reflected on Exhibit F for Series 2024 Assessment Area.
The Series 2024 Special Assessments may be paid in not more than thirty (30) substantially equal consecutive annual installments of principal and interest. Series 2024 Special Assessments may be paid in full without interest at any time within thirty (30) days after the completion of the Improvements and the adoption by the Board of a resolution accepting the Improvements; provided, however, that the Board shall at any time make such adjustments by resolution, at a noticed meeting of the Board, to that payment schedule as may be necessary and in the best interests of the District to account for changes in long and short term debt as actually issued by the District. All impact fee credits received shall be applied against the outstanding indebtedness of any debt issuance that funded the improvement giving rise to the credits which application may be addressed by such resolutions. At any time subsequent to thirty (30) days after the Improvements have been completed and a resolution accepting the Improvements has been adopted by the Board, the Series 2024 Special Assessments may be prepaid in full
including interest amounts to the next succeeding interest payment date or to the second succeeding interest payment date if such a prepayment is made within forty-five (45) calendar days before an interest payment date (or such other time as set forth in the supplemental indenture for the applicable series of bonds secured by the debt assessment in question). The owner of property subject to Series 2024 Special Assessments may prepay the entire remaining balance of the Series 2024 Special Assessments at any time, if there is also paid, in addition to the prepaid principal balance of the Series 2024 Special Assessments, an amount equal to the interest and principal that would otherwise be due on such prepaid amount on the next succeeding interest payment date, or, if prepaid during the forty-five day period preceding such interest payment date, to the interest payment date following such next succeeding interest payment date (or such other time as set forth in the supplemental indenture for the applicable series of bonds secured by the debt assessment in question). Prepayment of Series 2024 Special Assessments does not entitle the property owner to any discounts for early payment.
The District hereby certifies the Series 2024 Special Assessments for collection and directs staff to take all actions necessary to meet the time and other deadlines imposed by Polk County and Florida law for collection. The District intends, to the extent possible and subject to entering into the appropriate agreements with the Polk County Tax Collector and Polk County Property Appraiser (or other appropriate Polk County, Florida officials) to collect the Series 2024 Special Assessments on platted lands contained within a plat or certificate of occupancy using the Uniform Method in Chapter 197, Florida Statutes. The District intends, to the extent possible, to directly bill, collect and enforce the Series 2024 Special Assessments on lands not included within an approved plat or certificate of occupancy unless in any year, the District determines it to be in its best interest to collect such assessments using the Uniform Method in Chapter 197, Florida Statutes. The District Manager shall prepare or cause to be prepared each year an assessment roll for purposes of effecting the collection of the Series 2024 Special Assessments and present same to the District Board as required by law. The District Manager is further directed and authorized to take all actions necessary to collect special assessments on property using methods available to the District authorized by Florida law in order to provide for the timely payment of debt service.
SECTION 5.	APPROVAL OF TRUE-UP PROCESS AND APPLICATION OF TRUE-UP PAYMENTS.
Pursuant to the Assessment Resolutions, there may be required from time to time certain True-Up payments. As parcels of land are included in a plat or certificate of occupancy, the special assessments securing the Series 2024 Bonds shall be allocated as set forth in the Assessment Resolutions, this Resolution and the Assessment Report, including, without limitation, the application of the True-Up process set forth in the Assessment Report.

Based on the final par amount of $	 in Series 2024 Bonds, the True-Up calculations will be made in accordance with the process set forth in the Assessment Report. The District shall apply all True-Up payments related to the Series 2024 Bonds only to the credit of the Series 2024 Bonds. All True-Up payments, as well as all other prepayments of assessments, shall be deposited into the accounts specified in the Supplemental Indenture.
SECTION 6. IMPROVEMENT LIEN BOOK. Immediately following the adoption of this Resolution, these special assessments as reflected herein shall be recorded by the Secretary of the Board of the District in the District’s Improvement Lien Book. The special assessment or assessments against each respective parcel shall be and shall remain a legal, valid and binding first lien on such parcel until paid and such lien shall be coequal with the lien of all state, county, district, municipal or other governmental taxes and superior in dignity to all other liens, titles, and claims.

SECTION 7. OTHER PROVISIONS REMAIN IN EFFECT.	This Resolution is
intended to supplement the Assessment Resolutions, all of which remain in full force and effect. This Resolution and the Assessment Resolutions shall be construed to the maximum extent possible to give full force and effect to the provisions of each resolution. All District resolutions or parts thereof in actual conflict with this Resolution are, to the extent of such conflict, superseded and repealed.
SECTION 8. ASSESSMENT NOTICE. The District’s Secretary is hereby directed to record a Notice of Series 2024 Special Assessments securing the Series 2024 Bonds, in the Official Records of Polk County, Florida, or such other instrument evidencing the actions taken by the District.

SECTION 9. SEVERABILITY. If any section or part of a section of this Resolution be declared invalid or unconstitutional, the validity, force and effect of any other section or part of a section of this resolution shall not thereby be affected or impaired unless it clearly appears that such other section or part of a section of this resolution is wholly or necessarily dependent upon the section or part of a section so held to be invalid or unconstitutional.

SECTION 10. EFFECTIVE DATE. This Resolution shall become effective upon its adoption.

[Remainder of page intentionally left blank]
APPROVED AND ADOPTED this 17th day of April, 2024.

ATTEST:	WESTSIDE HAINES CITY
COMMUNITY DEVELOPMENT DISTRICT

Secretary/Assistant Secretary	Chairperson, Board of Supervisors

Exhibit A:	Second Amended and Restated Engineer’s Report, dated March 18, 2024
Comp. Exhibit B:  Master Assessment Methodology, dated March 29, 2021, as supplemented by that Supplemental Assessment Methodology – Assessment Area Two, dated 	, 2024
Exhibit C:	Legal Description of Series 2024 Assessment Area Exhibit D:	Maturities and Coupons of Series 2024 Bonds Exhibit E:	Sources and Uses of Funds for Series 2024 Bonds Exhibit F:	Debt Service for Series 2024 Bonds
Exhibit A Engineer’s Report

REFERENCE NO. 50142055

WESTSIDE HAINES CITY COMMUNITY DEVELOPMENT DISTRICT
Second Amended and Restated Engineer's Report
MARCH 18, 2024

SUBMITTED BY
Dewberry Engineers Inc. 800 N. Magnolia Avenue Suite 1000
Orlando, Florida 32803
407.843.5120

SUBMITTED TO
Westside Haines City CDD Attention: Jillian Burns 219 E. Livingston Street Orlando, Florida 32801
407.841.5524
ORIGINAL
Westside Haines City CDD Amended and Restated Engineer's Report

Table of Contents
Introduction	3
Purpose and Scope	4
The Development	5
Capital Improvements	5
Capital Improvement Plan Components	5
Stormwater Management Facilities	5
Public Roadways	6
Water and Wastewater Facilities	6
Off-Site Improvements	6
Amenities and Parks	6
Electric Utilities and Lighting	7
Entry Feature	7
Miscellaneous	7
Permitting	7
Recommendation	8
Report Modification	8
Summary and Conclusion	8
Engineer’s Certification	8
Table of Tables
Table 1.1 Land Use Summary	3
Table 1.2 Land Use Summary	4
Table 1.3 Land Use Summary	4
Table 5.1 Permit Status for Overall Development (Brentwood Townhomes and Cascade Phases 1 & 2)	7
Table 5.2 Permit Status for Overall Development (Brentwood Phases 2 & 3, Brentwood Phases 4 & 5, Wynnstone Phase 1, and Cascade Phase 3)	8
Westside Haines City CDD Amended and Restated Engineer's Report

Table of Figures
Aerial Location Map	Exhibit 1
Legal Description	Exhibit 2
District Boundary Map	Exhibit 3
Land Use Map	Exhibit 4
Zoning Map	Exhibit 5
Utility Location Map and Drainage Flow Pattern Map	Exhibit 6
Summary of Opinion of Probable Cost	Exhibit 7
Summary of District Facilities	Exhibit 8
Overall Site Plan	Exhibit 9
Westside Haines City CDD Amended and Restated Engineer's Report

Introduction
The Westside Haines City Community Development District (the ''District" or “CDD”) is located on the west side of US Highway 27 (SR 25) from Minute Maid Ramp Road to the southern boundary of Massee Road. The District is located with the city limits of Haines City, Florida (“City”) and the unincorporated area of Polk County (“County”). In March 2021, the District contained approximately 613.43 acres and included 2,752 residential lots of various sizes for single-family lots and townhome lots with recreation/amenity areas, parks, and associated infrastructure for the various villages. The District currently contains approximately 595.10 acres and is expected to consist of 2,574 residential lots of various sizes for single-family and townhomes with recreation/amenity areas, parks, and associated infrastructure.

The CDD was established under County Ordinance No. 21-017, which was approved by the Polk County Commission and the City of Haines City and became effective on March 18, 2021. The boundaries of the District were amended by Ordinance No. 22-071, adopted by the Board of County Commissioners of Polk County, Florida, and effective on November 2, 2022, and by Ordinance No. 23-065, adopted by the Board of County Commissioners of Polk County, Florida, and effective on October 3, 2023. 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. Polk County will own all utilities except for those serving the 46 lots in the southeast corner which will be owned by the City of Haines City.

The Master Developer (“Developer”) GLK Real Estate LLC is based in Winter Haven, Florida. The Development is approved as a Planned Development (PD) for Residential Units and is divided into three
(3) villages: Brentwood, Cascades, and Wynnstone. A land use summary is presented in Table 1.

Public improvements and facilities financed, acquired, and/or constructed by the District will be designed and constructed to conform to regulatory criteria from the city, county, Southwest Florida Water Management District (SWFWMD), and other applicable agencies with regulatory jurisdiction over the development, an overall estimate of the probable cost of the public improvements are provided in Exhibit 7 of this report.

The Capital Improvement Plan (“CIP” or this “Engineer’s 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 any modifications will not diminish the benefits to 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 a comparable level of benefits to the lands served by the improvements. Changes and modifications are expected as changes in regulatory criteria are implemented.

Table 1.1 Land Use Summary

LAND USE SUMMARY		
LAND USE	AREA (AC)	
Master Stormwater System	47.74	
Residential Land (Single-Family and Townhomes Lots)	226.89	
Roadways Infrastructure & Public Facilities	93.78	
Lakes	5.09	
Amenity Center	2.09	
Open Space/Conservation Areas/Parks	219.51	
TOTAL	595.10	
Westside Haines City CDD Amended and Restated Engineer's Report

Table 1.2 Land Use Summary

PHASING SUMMARY		
PHASE	NUMBER OF UNITS	
Cascades 1	597	
Cascades 2	74	
Cascades 3	344	
Brentwood 1	226	
Brentwood 2	124	
Brentwood 3	122	
Brentwood 4 & 5	290	
Wynnstone 1 & 2	797	
TOTAL – Westside Haines City CDD	2,574	

Table 1.3 Land Use Summary

LOT TYPES			
PHASE	LOT TYPE	NUMBER OF UNITS	
Cascades 1	40-ft Lots	404	
	50-ft Lots	193	
Cascades 2	40-ft Lots	30	
	50-ft Lots	44	
Cascades 3	40-ft Lots	219	
	50-ft Lots	125	
Brentwood 1	Townhomes	226	
Brentwood 2	Townhomes	124	
Brentwood 3	Townhomes	122	
Brentwood 4/5	Townhomes	290	
Wynnstone 1	40-ft & 50-ft Lots	526	
Wynnstone 2	40-ft & 50-ft Lots	271	
TOTAL LOTS – Westside Haines City CDD	2,574		

Purpose and Scope
The purpose of this report is to provide engineering support for the funding of the proposed improvements within the District. This report will identify the proposed public infrastructure to be constructed or acquired by the District along with an Opinion of Probable Construction Costs. The District will finance, construct, acquire, operate, and maintain all or specific portions of the proposed public infrastructure.

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 to prepare this Engineer’s Report.
Westside Haines City CDD Amended and Restated Engineer's Report

The Development
The development will consist of a total of 2,574 residential units and associated infrastructure. The development is a planned residential community located West of US Highway 27 (SR 25) and consisting of 595.10 acres from the northern boundary of Minute Main Ramp Road 1 and extending south to the southern boundary located around Massee Road. The District is located within unincorporated Polk County and the City of Haines City. The land use for the District is planned unit development. The development is zoned RL-1, RL-2, RL-3, and RM within the city limits and zoned RMX and ECX within the unincorporated area of Polk County. The development will be constructed in three (3) villages and include up to eleven (11) phases.

Capital Improvements
The CIP consists of public infrastructure in each village and each phase of said village. The primary portions of the CIP will provide for stormwater pond construction, roadways built to an urban roadway typical section, water, and sewer facilities including three (3) lift stations and one (1) regional lift station, 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 that will outfall into the various on-site stormwater 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 as well as the 4 (four) lift stations serving the project. Below-ground installation of telecommunications and cable television will occur but will not be funded by the District.

As a part of the recreational component of the CIP, there are various amenity centers within the development and specifically for each of the villages of the development. There are four (4) amenity centers: one (1) in the Village of Cascades, one (1) in Wynnstone, and two (2) within Brentwood. The total area of the amenity and recreational parcels is 12.89 acres. There will be conservation areas as well that can serve as passive parks within the various villages and the development that are available to the public for utilization of the facilities. The amenity centers and recreational areas will have connectivity via sidewalks to the other portions of the District. The amenity centers and recreational areas will be accessed by the public roadways and sidewalks.

Capital Improvement Plan Components
The CIP for the District includes the following:

Stormwater Management Facilities
Stormwater management facilities consisting of storm conveyance systems and retention/detention ponds are contained within the District boundaries. Stormwater will be discharged via roadway curb and gutter and 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 treatment systems are regulated by the City, the County, and SWFWMD. There are various conservation areas throughout the District and will be preserved in the existing condition and these will accept stormwater discharges from our ponds as shown on Exhibit 6.

Federal Emergency Management Agency Flood Insurance Rate Map (FEMA FIRM) Panel No. 12105C0225G, effective date December 22, 2016, demonstrates that the property is located within Flood Zones X, A, and AE. Based on this information and the site topography, it appears that 100-year compensation will be done in areas where we will impact existing depressions throughout the development and the 100-year flood volumes will be compensated as it is required by the city, county, and FEMA.

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
Westside Haines City CDD Amended and Restated Engineer's Report

the Florida Department of Environmental Protection (FDEP) as delegated by the Environmental Protection Agency (EPA). The SWPPP will be prepared to depict the proposed recommended locations of required erosion control measures and staked turbidity barriers specifically along the downgradient side of any proposed construction activity. The site contractor will be required to provide the necessary reporting as required by the National Pollutant Discharge Elimination System (NPDES) General Permit with erosion control, its maintenance, and any rainfall events that occur during construction activity.

Public Roadways
The proposed public roadway sections include a 24-foot wide roadway consisting of asphalt and with Miami curbs or Type F curb and gutter on both sides along with a 50-foot right-of-way. The proposed roadway section will consist of stabilized subgrade, a lime rock, crushed concrete, or cement-treated base and asphalt type roadway wearing surface. The proposed curb is to be 2-feet 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 drinking water system inclusive of water main, gate valves, fire hydrants, and appurtenances will be installed for the District. The water service provider will be Polk County Public Utilities. The water system will be designed to provide an equally distributed system that provides redundancy to the system. These facilities will be installed within the proposed public rights-of-way and will provide potable drinking water (domestic) and fire protection services to serve the entire District.

A domestic wastewater collection system inclusive of gravity sanitary sewer mains and sewer laterals will be installed. The gravity sanitary sewer mains will be a minimum of eight (8)-inch diameter PVC pipe systems. The gravity sanitary sewer lines will be placed inside of the proposed public rights-of-way, under the proposed paved roadways. Laterals will branch off from these sewer lines 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 that will interconnect three (3) lift stations and all discharge to a master lift station that will pump through a force main that will connect to the city water treatment facility located north of the development.

Polk County Public Utilities will provide the reclaimed water to be used for all irrigation within the CDD. The reclaimed water will be funded by the District and installed onsite within the roadways to provide for irrigation within the public right-of-way or any areas needing irrigation. 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 entrances. The site construction activities associated with the CIP are anticipated to be completed by villages and phases based on the estimated schedule for each village and phase. The schedule is shown on Exhibit 7. Upon completion of each phase within each village, the improvements will be through the required inspections as well as final certifications of completions will be obtained from SWFWMD, Polk County Health Department (water distribution system), 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, pavilion with public restroom facilities, pool, all-purpose playfields, and walking trails between the phases and villages to provide connectivity to the various amenity centers within the CDD. In addition, there will be public passive parks throughout the development, which will include benches and walking trails. All amenities and parks will be open and accessible to residents and the public.
Westside Haines City CDD Amended and Restated Engineer's Report

Electric Utilities and Lighting
The electric distribution system thru the District is currently planned to be underground, The District presently intends to fund the incremental cost for the undergrounding of the electrical system, transformer/cabinet pads, and electric manholes required by Duke Energy (Duke). Electric facilities will be owned and maintained by Duke after the dedication. The CDD will not fund the cost to purchase and install street lighting. These lights will be operated and maintained by Duke after the completion, with the District funding maintenance costs with funds other than tax-exempt bonds.

Entry Feature
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 reclaimed water or an irrigation well. The well and irrigation water mains to the various phases of the development will be constructed and acquired by the CDD with District funds and operated and maintained by the CDD. Landscaping for the roadways will consist of sod, perennial 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. It is noted that the City requires the walls as a buffer the development and thus will be funded together with the landscaping. There are no hard gates in the District and the District is accessible to the public.

Miscellaneous
The stormwater improvements, landscaping and irrigation, recreational improvements, and certain permits and professional fees as described in this report are being financed by the District to benefit 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/residential planned development.

Permitting
Construction permits for all phases are required and include the SWFWMD Environmental Resource Permit (ERP), Polk County Health Department, FDEP, and City construction plan approval.

Table 5.1 Permit Status for Overall Development (Brentwood Townhomes and Cascades Phases 1 & 2)

BRENTWOOD PHASE 1 AND CASCADES PHASES 1 & 2				
PERMITS/APPROVALS	APPROVAL/EXPECTED APPROVAL DATE			
	Cascades Phase 1	Cascades Phase 2	Brentwood Townhomes	
Zoning Approval	Approved	Approved	Approved	
Preliminary Plat	Approved	Approved	Approved	
SWFWMD ERP	Approved	Approved	Approved	
Construction Permits	Approved	Approved	Received	
Polk County Health Department Water	Approved	Approved	Approved	
FDEP Sanitary Sewer General Permit	Approved	Approved	Approved	
FDEP NOI	Approved	Received	Received	
Westside Haines City CDD Amended and Restated Engineer's Report

Table 5.2 Permit Status for Overall Development (Brentwood Phases 2 & 3, Brentwood Phases 4 & 5, Wynnstone Phase 1, and Cascades Phase 3)

BRENTWOOD PHASES 2-5, WYNNSTONE PHASE 1, AND CASCADES PHASE 3					
PERMITS/APPROVALS	APPROVAL/EXPECTED APPROVAL DATE				
	Brentwood Phase 2/3	Brentwood Phase 4/5	Cascades Phase 3	Wynnstone Phase 1	
Zoning Approval	Received	Received	Received	Received	
Preliminary Plat	Received	Received	Received	Approved	
SWFWMD ERP	Approved	Approved	Approved	Approved	
Construction Permits	Approved	Approved	Approved	Approved	
Polk County Health Department Water	Received	Received	Received	Pending	
FDEP Sanitary Sewer General Permit	Approved	Approved	Approved	Approved	
FDEP NOI - NPDES	Received	Received	Received	Pending	

Recommendation
As previously described, the public infrastructure is necessary for the development and functional operation as required by the City and County. The site planning, engineering design, and construction plans for the infrastructure are or will be in accordance with the applicable requirements of the City, 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 are 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 the proposed plan infrastructure as shown on construction drawings incorporating specifications in the most current SWFWMD, Polk County, and the City regulations.

Report Modification
During the development and implementation of the designed public infrastructure improvements, it may be necessary to make modifications and/or deviations to the plans. However, if such deviations and/or revisions do not change the overall primary objective of the plan for such improvements, then the cost differences would not materially affect the proposed construction cost estimates.

Summary and Conclusion
The improvements as outlined are necessary for the functional development of the Project. The Project is being designed in accordance with current government regulatory requirements. The Project will serve its intended function provided the construction is in substantial compliance with the design. Items of construction for the Project are based upon current development plans.

Engineer’s Certification
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 and the value is at least the same as the costs for said improvements. It is noted that all financed property improvements will be located on district owned lands that is or will be at the time of conveyance to the district or subject to a permanent easement in favor of the district or another public governmental entity.
The Opinion of Probable Costs for the public infrastructure improvements is only an estimate and is not a guaranteed maximum price. The estimated costs are based upon current unit prices and on our experience with ongoing and similar projects and basis in the county and city. 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.
Westside Haines City CDD Amended and Restated Engineer's Report

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 opinion that the costs of the CIP proposed represent a system of improvements benefitting all developable property located within the District, are fair and reasonable, and that the District-funded improvements are assessable improvements within the meaning of Chapter 190, F.S. We have no reason to believe that the CIP improvements cannot be constructed at the cost described in this report. We expect the improvements to be constructed or acquired by the District with bond proceeds, as indicated within this report. We believe that the District will be well served by the improvements discussed in this report.
I hereby certify that the foregoing is a true and correct copy of the engineer’s report for the Westside Haines City Community Development District.

Reinardo Malavé, P.E. Florida License No. 31588

LEGAL DESCRIPTION
PROPOSED “WYNNSTONE” SUBDIVISION PHASE 1 BOND ISSUANCE BOUNDARY
Revised 2-22-2024

NOTES:
PERIMETER BOUNDARY INFORMATION BASED ON “ALTA/NSPS LAND TITLE SURVEY”, PREPARED BY GEO POINT SURVEYING, INC., JOB# 1001945-LEN WS 001, FIELD SURVEY DATE: OCTOBER 26, 2023, AND “BOUNDARY SURVEY”, PREPARED BY GEO POINT SURVEYING, INC., JOB #1001945-GLK WS-002, FIELD SURVEY DATE: DECEMBER 19, 2023, BOTH WERE RELIED UPON AS BEING COMPLETED AND CORRECT.
INTERIOR ROADWAYS AND LOT CONFIGURATION BASED ON “CONCEPTUAL SITE PLAN-SINGLE FAMILY”, WYNNSTONE SINGLE FAMILY, POLK COUNTY, FLORIDA”, PREPARED BY ABSOLUTE ENGINEERING, INC. JOB # 19-0009-0010, AND WAS RELIED UPON AS BEING COMPLETE AND CORRECT.
ALL OF TRACTS 1, 2, 3, AND 4 IN THE NORTHWEST ¼ OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, BEING WITHIN THE PLAT OF “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, AS RECORDED IN PLAT BOOK 3, PAGES 60 TO 63 (INCLUSIVE), OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA;
AND
ALL OF TRACTS 1, 2, 3, 4, 13, 14, 15, AND 16 IN THE SOUTHWEST ¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, BEING WITHIN THE PLAT OF “HOLLY HILL GROVE & FRUIT COMPANY”, AS RECORDED IN PLAT BOOK 17, PAGE 34 OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA;
AND
ALL OF TRACTS 5, 6, 12, 17, 18, 19, 28, 29, 30, 31, AND 32 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
AND
PARTS OF TRACTS 9, 10, 11, 20, 21, 22, 23, AND 24 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
AND
ALL OF THE SOUTH 150.00 FEET OF TRACTS 1 AND 2 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
AND
PART OF THE SOUTH 150.00 FEET OF TRACT 3 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
AND
ALL OF TRACTS 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 27, 28, 29, 30, 31 AND 32 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH

ALL OF THAT PLATTED RIGHT-OF-WAY (30.00 FEET TOTAL WIDTH), LYING NORTH OF AND ADJOINING THE NORTH BOUNDARY OF TRACTS 1, 2, 3 AND 4 IN THE NORTHWEST ¼ OF SAID SECTION 30, AND LYING SOUTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACTS 29, 30, 31, AND 32 IN THE SOUTHWEST ¼ OF SAID SECTION 19, ALL BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH
ALL OF THAT PLATTED 15.00 FEET WIDE RIGHT-OF-WAY LYING NORTH OF AND ADJOINING THE NORTH BOUNDARY OF TRACTS 17, 18, 19, 20, 21, 22, 23, AND 24 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH
ALL OF THAT PLATTED 15.00 FEET WIDE RIGHT-OF-WAY LYING SOUTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACTS 13, 14, 15, AND 16 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “HOLLY HILL GROVE & FRUIT COMPANY”;

1925 BARTOW ROAD  LAKELAND, FL 33801
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TOGETHER WITH

ALL OF THAT MAINTAINED RIGHT-OF-WAY (WIDTH VARIES) ACCORDING TO MAP BOOK 17, PAGES 93 TO 99 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA, LYING NORTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACTS 9, 10, 11, AND 12 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH
ALL OF THAT 15.00 FEET WIDE PLATTED RIGHT-OF-WAY LYING EAST OF AND ADJOINING THE EAST BOUNDARY OF TRACTS 9 AND 24, AND ALL OF THAT MAINTAINED RIGHT-OF-WAY ACCORDING TO MAP BOOK 18, PAGES 43 TO 61 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA, LYING WEST OF AND ADJOINING THE EAST BOUNDARY OF TRACTS 9 AND 24, ALL IN THE SOUTHWEST ¼ OF SAID SECTION 19, AND BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH
ALL OF THAT REMAINING 15.00 FEET WIDE PLATTED RIGHT-OF-WAY LYING NORTH OF AND ADJOINING THE NORTH BOUNDARY OF TRACT 4 IN THE SOUTHWEST ¼ OF SAID SECTION 19, AND BEING WITHIN THE PLAT OF SAID “HOLLY HILL GROVE & FRUIT COMPANY”, LYING EAST OF THE EASTERLY BOUNDARY OF THE VACATED RIGHT-OF-WAY ACCORDING TO THE OFFICIAL RECORDS BOOK 8483, PAGE 400, PUBLIC RECORDS OF POLK COUNTY, FLORIDA;
AND TOGETHER WITH
ALL OF THAT REMAINING 15.00 FEET WIDE PLATTED RIGHT-OF-WAY LYING SOUTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACT 29 IN THE NORTHWEST ¼ OF SAID SECTION 19, AND BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, LYING EAST OF THE EASTERLY BOUNDARY OF THE VACATED RIGHT-OF-WAY ACCORDING TO THE OFFICIAL RECORDS BOOK 8483, PAGE 400, PUBLIC RECORDS OF POLK COUNTY, FLORIDA;
AND TOGETHER WITH

ALL OF THAT PLATTED RIGHT-OF-WAY (30.00 FEET TOTAL WIDTH) LYING NORTH OF AND ADJOINING THE NORTH BOUNDARY OF TRACTS 5 AND 6 IN THE SOUTHWEST ¼ OF SECTION 19, AND LYING SOUTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACTS 27 AND 28 IN THE NORTHWEST ¼ OF SECTION 19, ALL BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”.

DESCRIPTION:
ALL BEING MORE PARTICULARLY DESCRIBED AS:
COMMENCE AT A 4” X 4” CONCRETE MONUMENT AND CAP “RLS3781” STANDING AT THE WEST ¼ (QUARTER) CORNER OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AND RUN THENCE ALONG THE WEST BOUNDARY OF THE NORTHWEST ¼ OF SAID SECTION 30, N-00°04'07”-W, 1985.41 FEET; THENCE DEPARTING SAID WEST BOUNDARY, RUN N-89°55'53”-E, 15.00 FEET TO THE SOUTHWEST CORNER OF TRACT 1 IN THE NORTHWEST ¼ OF SAID SECTION 30, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, SAID POINT IS ALSO THE POINT OF BEGINNING; THENCE ALONG THE WEST BOUNDARY OF SAID TRACT 1 AND ITS NORTHERLY PROJECTION , N-00°04'07”-W, 661.71 FEET TO A PONT ON THE NORTH BOUNDARY OF THE NORTHWEST ¼ OF SAID SECTION 30, SAID POINT IS ALSO ON THE SOUTH BOUNDARY OF THE SOUTHWEST ¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA; THENCE ALONG THE WEST BOUNDARY OF TRACT 17 AND 32 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT,” AND THE SOUTHERLY AND NORTHERLY PROJECTION THEREOF, ALSO BEING THE EASTERLY PLATTED RIGHT-OF-WAY PER PLAT BOOK 3, PAGES 60 TO 63 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA, CONTINUE ALONG THE WEST BOUNDARY OF TRACTS 1 AND 16 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “HOLLY HILL GROVE & FRUIT COMPANY”, AND THE SOUTHERLY AND NORTHERLY PROJECTION THEREOF, ALSO BEING THE EASTERLY PLATTED RIGHT-OF-WAY PER PLAT BOOK 17, PAGE 34, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, CONTINUE ALONG THE WEST BOUNDARY OF TRACTS 17 AND 32 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, AND THE SOUTHERLY AND NORTHERLY PROJECTIONS THEREOF, ALSO BEING THE EASTERLY PLATTED RIGHT-OF-WAY PER PLAT BOOK 3, PAGES 60 TO 63 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA, CONTINUE ALONG THE WEST BOUNDARY OF TRACTS 1 AND 16 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, AND THE SOUTHERLY PROJECTION THEREOF, ALSO BEING THE EASTERLY PLATTED RIGHT-OF-WAY PER PLAT BOOK 3, PAGES 60 TO 63, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, RUN N-00°04'06”-W, 4785.68 FEET TO A 5/8” IRON ROD AND CAP “LB5073” STANDING AT THE NORTHWEST CORNER OF THE SOUTH 150.00 FEET OF SAID TRACT 1, SAID POINT IS ALSO THE SOUTHWEST CORNER OF SUNSET RIDGE PHASE 2”, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 126, PAGES 36 TO 41 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE DEPARTING SAID WEST BOUNDARY AND SAID EASTERLY RIGHT-OF-WAY, RUN ALONG THE NORTH BOUNDARY OF THE SOUTH 150.00

1925 BARTOW ROAD  LAKELAND, FL 33801
OFFICE: (863) 940-2040 FAX: (863) 940-2044 EMAIL: INFO@WOODCIVIL.COM
CERTIFICATE OF AUTHORIZATION NO. 32508
(NOT A SURVEY)
LEGAL DESCRIPTION CONSISTS OF FOUR (4) PAGES, AND IS NOT COMPLETE WITHOUT ALL PAGES
REVISION 1 02/22/24
PAGE 2 OF 3
FEET OF TRACTS 1, 2, AND 3 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, ALSO BEING THE SOUTH BOUNDARY OF SAID “SUNSET RIDGE PHASE 2”, RUN N-89°08'35”-E, BASIS OF BEARING FOR THIS DESCRIPTION, 1061.45 FEET; THENCE DEPARTING SAID NORTH BOUNDARY OF THE SOUTH 150.00 FEET OF TRACTS 1, 2, AND 3, AND DEPARTING THE SOUTH BOUNDARY OF SAID “SUNSET RIDGE PHASE 2, RUN S-00°11'00”-E, 150.01 FEET TO A POINT ON THE NORTH BOUNDARY OF TRACT 14 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE CONTINUE ALONG THE NORTH BOUNDARY OF SAID TRACT 14, AND CONTINUE ALONG THE NORTH BOUNDARY OF TRACT 13 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, RUN N-89°08'35”-E, 460.61 FEET TO A 4” X 4” CONCRETE MONUMENT AND CAP “LB 8112” STANDING AT THE NORTHEAST CORNER OF SAID TRACT 13, SAID POINT ALSO BEING THE NORTHWEST CORNER OF “NATURES RESERVE PHASE 1” ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 162, PAGES 47 TO 49 (INCLUSIVE) PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG THE EAST BOUNDARY OF SAID TRACT 13 AND ITS SOUTHERLY PROJECTION, ALSO BEING THE WEST BOUNDARY OF SAID “NATURES RESERVE PHASE 1”, RUN S-00°20'10”-E, 676.06 FEET TO THE NORTHWEST CORNER OF TRACT 21 IN THE NORTHWEST
¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE ALONG THE NORTH BOUNDARY OF SAID TRACT 21, AND CONTINUE ALONG THE NORTH BOUNDARY OF TRACT 22 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, RUN N-89°06'00”-E, 662.14 FEET TO A 5/8” IRON ROD WITH NO IDENTIFICATION STANDING AT THE NORTHEAST CORNER OF SAID TRACT 22; THENCE ALONG THE EAST BOUNDARY OF SAID TRACT 22 AND THE EAST BOUNDARY OF TRACT 27 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT,” AND ITS SOUTHERLY PROJECTION, ALSO BEING THE WEST BOUNDARY OF SAID “NATURES RESERVE PHASE 1” AND ITS SOUTHERLY PROJECTION, AND CONTINUE ALONG THE EAST BOUNDARY OF TRACT 6 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, AND ITS NORTHERLY AND SOUTHERLY EXTENSIONS, RUN S-00°21'46”-E, 1976.46 FEET; THENCE S-89°00'33”-W,
115.96 FEET; THENCE S-89°55'13”-W, 168.00 FEET; THENCE S-00°04'47”-E, 110.00 FEET; THENCE N-89°55'13”-E, 30.23 FEET; THENCE S-00°04'47”-E, 40.00 FEET; THENCE N-89°55'13”-E, 85.00 FEET; THENCE S-00°04'47”-E, 480.00 FEET; THENCE N-89°55'13”-E, 85.00 FEET TO A POINT OF CURVE CONCAVE NORTHERLY; THENCE NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-44°55'13”-E, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE N-89°55'13”-E, 40.00 FEET TO A POINT OF CURVE CONCAVE EASTERLY; THENCE SOUTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-45°04'47”-E, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE N-89°55'13”-E, 170.00 FEET TO A POINT OF CURVE CONCAVE NORTHERLY; THENCE NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-44°55'13”-E, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE N-89°55'13”-E, 40.00 FEET TO A POINT OF CURVE CONCAVE EASTERLY; THENCE SOUTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-45°04'47”-E, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE N-89°55'13”-E, 155.00 FEET; THENCE N-00°04'47”-W, 120.00 FEET; THENCE N-89°55'13”-E, 5.00 FEET TO A POINT OF CURVE CONCAVE NORTHERLY; THENCE NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 75.00 FEET, A CENTRAL ANGLE/DELTA OF 59°12'40”, A CHORD BEARING OF N-60°18'52”-E, A CHORD DISTANCE OF 74.10 FEET, FOR AN ARC LENGTH OF 77.57 FEET; THENCE ALONG A NON-RADIAL LINE, N-89°55'13”-E, 133.06 FEET; THENCE N-00°05'16”-W, 489.86 FEET TO A POINT ON THE NORTH BOUNDARY OF TRACT 9 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE ALONG SAID NORTH BOUNDARY, N-89°05'03”-E, 19.99 FEET TO A POINT ON THE WESTERLY MAINTAINED RIGHT-OF-WAY OF FDC GROVE ROAD, ACCORDING TO MAP BOOK 18, PAGES 43 TO 61 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE DEPARTING SAID NORTH BOUNDARY AND ALONG SAID WESTERLY MAINTAINED RIGHT-OF-WAY THE FOLLOWING SIX (6) COURSES: 1) S-00°27'36”-E, 607.85 FEET; THENCE 2) S-18°10'05”-W,
18.77 FEET; THENCE 3) S-10°22'17”-E, 53.68 FEET; THENCE 4) S-00°22'39”-E, 197.61 FEET; THENCE 5) S-01°12'23”-W, 332.36 FEET; THENCE 6) S-00°27'05”-W, 118.81 FEET TO A POINT ON THE SOUTH BOUNDARY OF TRACT 24 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE DEPARTING SAID WESTERLY MAINTAINED RIGHT-OF-WAY, AND ALONG THE SOUTH BOUNDARY OF SAID TRACT 24, RUN S-89°08'17”-W, 20.02 FEET; THENCE DEPARTING SAID SOUTH BOUNDARY, RUN N-00°05'16”-W, 490.71 FEET; THENCE S-89°55'13”-W, 126.36 FEET; THENCE ALONG A RADIAL LINE, S-52°13'40”-W, 15.00 FEET TO A POINT ON A CURVE CONCAVE SOUTHWESTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 75.00 FEET, A CENTRAL ANGLE/DELTA OF 52°18'27”, A CHORD BEARING OF N-63°55'34”-W, A CHORD DISTANCE OF 66.12 FEET, FOR AN ARC LENGTH OF 68.47 FEET; THENCE S-89°55'13”-W, 5.00 FEET; THENCE N-00°04'47”-W,
120.00 FEET; THENCE S-89°55'13”-W, 155.00 FEET TO A POINT OF CURVE CONCAVE SOUTHERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-44°55'13”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 40.00 FEET TO A POINT OF CURVE CONCAVE WESTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-45°04'47”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 170.00 FEET TO A POINT OF CURVE CONCAVE SOUTHERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-44°55'13”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 40.00 FEET TO A POINT OF CURVE CONCAVE WESTERLY; THENCE

1925 BARTOW ROAD  LAKELAND, FL 33801
OFFICE: (863) 940-2040 FAX: (863) 940-2044 EMAIL: INFO@WOODCIVIL.COM
CERTIFICATE OF AUTHORIZATION NO. 32508
(NOT A SURVEY)
LEGAL DESCRIPTION CONSISTS OF FOUR (4) PAGES, AND IS NOT COMPLETE WITHOUT ALL PAGES
REVISION 1 02/22/24
PAGE 3 OF 4
NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-45°04'47”-W, A CHORD DISTANCE OF 35.36 FEET FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 170.00 FEET TO A POINT ON A CURVE CONCAVE SOUTHERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-44°55'13”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 40.00 FEET TO A POINT OF CURVE CONCAVE WESTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-45°04'47”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 170.00 FEET TO A POINT OF CURVE CONCAVE SOUTHERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-44°55'13”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 40.00 FEET TO A POINT OF CURVE CONCAVE WESTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-45°04'47”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 85.00 FEET; THENCE S-00°04'47”-E, 481.18 FEET; THENCE S-22°12'50”-E, 88.48 FEET; THENCE S-46°46'12”-E, 81.16 FEET; THENCE S-70°05'16”-E, 72.63 FEET; THENCE N-89°55'13”-E, 202.89 FEET TO THE NORTHEAST CORNER OF TRACT 28 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE ALONG THE EAST BOUNDARY OF SAID TRACT 28, RUN S-00°21'05”-E, 647.48 FEET TO THE SOUTHEAST CORNER OF SAID TRACT 28; THENCE ALONG THE SOUTH BOUNDARY OF SAID TRACT 28, RUN S-89°03'32”-W,
331.81 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 28; THENCE DEPARTING SAID SOUTH BOUNDARY, RUN S-00°20'33”-E, 15.00 FEET TO A POINT ON THE SOUTH BOUNDARY OF THE SOUTHWEST ¼ OF SAID SECTION 19, ALSO BEING A POINT ON THE NORTH BOUNDARY OF THE NORTHWEST ¼ OF SAID SECTION 30; THENCE ALONG THE EAST BOUNDARY OF TRACT 4 IN THE NORTHWEST ¼ OF SAID SECTION 30, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT,” AND ITS NORTHERLY PROJECTION, RUN S-00°07'14”-E, 660.05 FEET TO THE SOUTHEAST CORNER OF SAID TRACT 4; THENCE ALONG THE SOUTH BOUNDARY OF SAID TRACT 4, AND CONTINUE ALONG THE SOUTH BOUNDARY OF TRACTS 1, 2, AND 3 IN THE NORTHWEST ¼ OF SAID SECTION 30, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, RUN S-89°06'13”-W, 1544.95 FEET TO THE POINT OF BEGINNING.
CONTAINING: 234.358 ACRES, MORE OR LESS.

1925 BARTOW ROAD  LAKELAND, FL 33801
OFFICE: (863) 940-2040 FAX: (863) 940-2044 EMAIL: INFO@WOODCIVIL.COM
CERTIFICATE OF AUTHORIZATION NO. 32508
(NOT A SURVEY)
LEGAL DESCRIPTION CONSISTS OF FOUR (4) PAGES, AND IS NOT COMPLETE WITHOUT ALL PAGES
REVISION 1 02/22/24
PAGE 4 OF 4

200

100	0

200

400
TRACT 12	TRACT NUMBER PER "MAP OF FLORIDA DEVELOPMENT CO. TRACT", PER PLAT BOOK 3, PAGES 60-63 TRACT 2
H.H.G.&F. CO.  TRACT NUMBER PER "HOLLY HILL GROVE & FRUIT COMPANY", PER PLAT BOOH 17, PAGE 34
Scale: 1" = 200'

P.O.B.	POINT OF BEGINNING

(RAD)	RADIAL

(NR)	NON RADIAL

BEARINGS SHOWN HEREON ARE BASED ON THE NORTH BOUNDARY OF THE SOUTH 150 FEET OF TRACTS 1, 2 AND 3, IN THE NORTHWEST 1/4 OF SECTION 19, ALSO BEING THE SOUTH BOUNDARY OF "SUNSET RIDGE PHASE 2", AS RECORDED IN PLAT BOOK 126, PAGES 36 - 41, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, HAVING A GRID BEARING OF N-89°08'35"-E. THE GRID BEARINGS AS SHOWN HEREON REFER TO THE STATE OF FLORIDA COORDINATE SYSTEM, NORTH AMERICAN HORIZONTAL DATUM OF 1983 (NAD 83-2011 ADJUSTMENT) FOR THE WEST ZONE OF FLORIDA.

1

1

1
1

EAST BOUNDARY OF TRACT 6

WESTERLY MAINTAINED R/W LINE

Curve Table	Curve Table

Curve #
Length

Radius

Delta
Chord Length
Chord Bearing

Curve # Length Radius	Delta	Chord Length Chord Bearing

1	C1		INTENTIONALLY OMITTED			C9	39.27'	25.00'	90° 00' 00"	35.36'	S44° 55' 13"W	
1	C2		INTENTIONALLY OMITTED			C10	39.27'	25.00'	90° 00' 00"	35.36'	N45° 04' 47"W	
	C3	39.27'	25.00'  90° 00' 00"	35.36'	N44° 55' 13"E	C11	39.27'	25.00'	90° 00' 00"	35.36'	S44° 55' 13"W	
	C4	39.27'	25.00'  90° 00' 00"	35.36'	S45° 04' 47"E	C12	39.27'	25.00'	90° 00' 00"	35.36'	N45° 04' 47"W	
	C5	39.27'	25.00'  90° 00' 00"	35.36'	N44° 55' 13"E	C13	39.27'	25.00'	90° 00' 00"	35.36'	S44° 55' 13"W	
	C6	39.27'	25.00'  90° 00' 00"	35.36'	S45° 04' 47"E	C14	39.27'	25.00'	90° 00' 00"	35.36'	N45° 04' 47"W	
	C7	77.51'	75.00'  59° 12' 40"	74.10'	N60° 18' 52"E	C15	39.27'	25.00'	90° 00' 00"	35.36'	S44° 55' 13"W	
	C8	68.47'	75.00'  52° 18' 27"	66.12'	N63° 55' 34"W	C16	39.27'	25.00'	90° 00' 00"	35.36'	N45° 04' 47"W	

SHEET:
POLK CO.

MINUTE MAID RAMP RD. 2

HAINES CITY

MINUTE MAID RAMP RD. 1

POLK CO.
HOLLY HILL GROVE RD. 3

POLK CO.
HOLLY HILL GROVE RD. 2

WESTSIDE HAINES CITY CDD BOUNDARY

HAINES CITY

SAND HILL RD.

APPROX. CITY LIMITS

POLK CO.

HOLLY HILL TANK RD.

HAINES CITY

POLK CO.
HAINES CITY

MASSEE RD.

LEGEND

WESTSIDE HAINES CITY CDD PARCELS
CDD CONTRACTION

EXHIBIT 1 - LOCATION MAP WESTSIDE HAINES CITY CDD

0'	1600'

3200'
7/10/23
EXHIBIT 2 - LEGAL DESCRIPTION
WESTSIDE HAINES CITY COD LEGAL DESCRIPTIONS

THORNHILL PARCELS
PARCEL 1
DESCRIPTION: A PORTION OF TRACTS 11, 12 ,13, 14, 15, & 16 AND ALL OF TRACTS 3, 4 & S, OF THE SOUTHEAST¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, AS SHOWN ON THE PLAT OF FLORIDA DEVELOPMENT COMPANY, RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTHEAST CORNER OF SAID TRACT 5; THENCE ALONG THE EAST BOUNDARY OF SAID TRACT 5, S.00"18'53"E, A DISTANCE OF 648.05 FEET TO THE NORTH BOUNDARY OF AFORESAID TRACT 11; THENCE ALONG SAID NORTH BOUNDARY, N.88°58'16.,E, A DISTANCE OF 330.50 FEET TO THE EAST BOUNDARY OF AFORESAID TRACT 11; THENCE ALONG SAID EAST BOUDNARY, S.00"17'48"E, A DISTANCE OF 634.97' TO A POINT ON THE NORTHERLY MAINTAINED RIGHT-OF-WAY OF HOLLY HILL GROVE ROAD 3, PER MAP BOOK 17, PAGES 93 THROUGH 99, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID NORTHERLY RIGHT-OF­ WAY LINE THE FOLLOWING EIGHT (8) COURSES: 1) S.87"53'35"W., A DISTANCE OF 53.92 FEET; 2) S.89"00'18"W., A DISTANCE OF 481.38 FEET; 3) S.89"49'34"W., A DISTANCE OF 265.87 FEET; 4) S.88"05'52"W., A DISTANCE OF
320.84 FEET; 5) N.89"37'21"W., A DISTANCE OF 210.35 FEET; 6) S.87'.28'16"W., A DISTANCE OF 143.50 FEET; 7) S.89"25'55"W., A DISTANCE OF 472.21 FEET; 8) N.22"16'58"W., A DISTANCE OF 31.89 TO A POINT ON THE EASTERLY MAINTAINED RIGHT OF-WAY OF FDC GROVE ROAD, PER MAP BOOK 18, PAGES 44-61, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID EASTERLY MAINTAINED RIGHT-OF-WAY THE FOLLOWING FOUR (4) COURSES: 1) N.01·14'03"W., A DISTANCE OF 140.55 FEET; 2) N.00•55•37•w., A DISTANCE OF 104.29 FEET; 3) N.00"08'51"W,, A DISTANCE OF 326.27 FEET 4) N.00"11'29"W., A DISTANCE OF 30.58 FEET TO THE WESTERLY EXTENSION OF THE SOUTH BOUNDARY OF CAMBRIA, AS RECORDED IN PLAT BOOK 159, PAGES 26 THROUGH 27, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG THE SOUTH AND EAST BOUNDARIES, RESPECTIVELY, OF SAID CAMBRIA, THE FOLLOWING TWO (2) COURSES: 1) N.88"58'16"E., A DISTANCE OF 640.37 FEET; 2) N.00"21'17"W., A DISTANCE OF 648.36 FEET OT THE SOUTHERLY RIGHT-OF-WAY OF AN UNNAMED ROAD, (ALSO KNOW AS MINUTE MAID RAMP ROAD 1); THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, N.88"59'20"E., A DISTANCE OF 991.98 FEET TO THE POINT OF BEGINNEING.
CONTAINING 43.322 ACRES, MORE OR LESS. TOGETHER WITH
PARCEL2
DESCRIPTION: A PORTION OF TRACTS 17, 28, 29, & 30 AND ALL OF TRACTS 18, 19, 20, 21,& 22, OF THE SOUTHEAST¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, AS SHOWN ON THE PLAT OF FLORIDA DEVELOPMENT COMPANY, RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTH EAST CORNER OF SAID TRACT 28, RUN THENCE ALONG THE EAST BOUNDARY THEREOF, S.00"18'30"'E.,A DISTANCE OF 636.29 FEET TO THE NORTHERLY MAINTAINED RIGHT-OF-WAY LINE OF H09LLY HILL GROVE ROAD 2, PER MAP BOOK 22, PAGES l THROUGH 7, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID NORTHERLY MAINTAINED RIGHT•OF-WAY LINE THE FOLLOWING SEVEN (7)
COURSES: 1) S.88"40'49'"W., A DISTANCE OF 13.76 FEET; 2) S.87'34'32"W.; A DISTANCE OF 110.73F EET; 3
0
S.87"59'33"W.,A DISTANCE OF 207.44 FEET; 4) N.87"S1'09"W., A DISTANCE OF 118.81FEET; 5) S.88 50'51 W.,A
DISTANCE OF 326.26 FEET; 6) S.89"40'2cr'N., A DISTANCE OF 202.13 FEET; 7} S.88"29'07"W.,A DISTANCE OF 12.51 FEET TO THE SOUTHEAST CORNER OF COUNTRY WALK ESTATES, AS RECORDED IN PLAT BOOK 155, PAGES 37 THROUGH 38, INCLUSIVE, OF THE PUBLIC RECOROS OF POLK COUNTY, FLORIDA; THENCE ALONG THE EAST AND
NORTH BOUNDARIES, RESPECTIVELY, OF SAID COUNTY WALK ESTATES THE FOLLOWING TWO (2) COURSES: 1) N.00"21'09"W,, A DISTANCE OF 631.43; 2) S.88"48'08•W. A DISTANCE OF 644.25 FEET TO A POINT ON THE EASTERLY MAINTAINED RIGHT-OF-WAY OF FDC GROVE ROAD, PER MAP BOOK 18, PAGES 44•61, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID EASTERLY MAINTAINED RIGHT-OF-WAY THE FOLLOWING TWO (2) COURSES: 1) N.00•04:22"E., A DISTANCE OF 436.25 FEET; 2) N.00"21'14"E, A DISTANCE OF 212.17 FEET TO A POINT ON SOUTHERLY MAINTAINED RIGHT-OF-WAY LINE OF HOLLY HILL GROVE ROAD 3, PER MAP BOOK 17, PAGES 93 THROUGH 99, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALOND SAID SOUTHERLY RIGHT-OF-WAY LINE, N.88°51'21.E., A DISTANCE OF 1960.98 FEET TO A POINT ON THE EAST BOUNDARY OF AFORESAID TRACT 22; THENCE ALONG SAID EAST BOUNDARY S.00"18'53"E., A DISTANCE OF
646.48 FEET TO A POINT ON THE SOUTH BOUNDARY OF SAID TRACT 22; THENCE ALONG SAID SOUTH BOUNDARY, S.88"48'08"W., A DISTANCE OF 330.25 FEET TO THE POINT OF BEGINNING.
CONTAINING 43.668 ACRES, MORE OR LESS.
CASCADES PARCELS
PARCEL A

TRACTS 17 THROUGH 20 AND TRACTS 29 THROUGH 31, MAP OF FLORIDA DEVELOPMENT COMPANY TRACT LYING IN THE NORTHWEST¼ OF SECTION 31, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
AS A POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF THE NW ¼ OF SAID SECTION 31AND PROCEEDS 89"18'58" W, ALONG THE SOUTH LINE OF THE NW¼ OF SAID SECTION 31, A DISTANCE OF 1323.58 FEET TO A FOUND CONCRETE MONUMENT 4' X 4' (NO ID) MARKING THE SOUTHEAST CORNER OF THE SW ¼ OF THE NW¼ OF SAID SECTION 31; THENCE N 00"43'21"W, A DISTANCE OF 15.00 FEET TO.THE SOUTHEAST CORNER OF SAID TRACT 29 ALSO BEING ON THE NORTH PLAmD RIGHT OF WAY LINE OF MASSEE ROAD AND THE POINT OF BEGINNING: THENCE S 89"16'39" W, ALONG SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 1170.92 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 31; THENCE N 00"21'45" W, ALONG THE WEST BOUNDARY OF TRACT 31, A DISTANCE OF 635.42 FEET TO THE NORTHWEST CORNER OF SAID TRACT 31 ALSO BEING THE SOUTHEAST CORNER OF SAID TRACT 17; THENCE S 89"15'20" W, ALONG THE SOUTH BOUNDARY OF TRACT 17, A DISTANCE OF
374.8610 THE SOUTHWEST CORNER OF SAID TRACT 17; THENCE N 00"19'09'' W, ALONG THE WEST BOUNDARY OF SAID TRACT 17, A DISTANCE OF 620.25 FEET TO THE NORTHWEST CORNER OF SAID TRACT 17 AND A POINT ON THE SOUTH PLAmD RIGHT OF WAY LINE OF A 30.00 FOOT UNNAMED ROAD; THENCE N 89"02'49" E, ALONG SAID SOUTH RIGHT OF WAY LINE, A DISTANCE OF 1548,04 FEET TO THE NORTHEAST CORNER OF SAID TRACT 20; THENCE S 00"14'28" E., ALONG THE EAST BOUNDARY OF SAID TRACT 20AND 29, A DISTANCE OF 1261.78 FEET TO THE POINT OF BEGINNING.
THE ABOVE PARCEL CONTAINING 1,708,918 SQUARE FEET, OR 39.23 ACRES, MORE OR LESS.

PARCELB
A PORTION OF TRACTS 17 AND 32, MAP OF FLORIDA DEVELOPMENT COMPANY TRACT LYING IN THE NORTHEAST
¼ OF SECTION 31, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
ASA POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF THE NW¼ OF SAID SECTION 31AND PROCEEDN 00"16'19" W, ALONG THE WEST BOUNDARY OF THE NORTHEAST¼ OF SAID SECTION 31, A DISTANCE
OF 15.00 FEET; THENCE N89"19'17" E, A DISTANCE OF 15.00 FEET TO THE A POINT ON THE EAST RIGHT OF WAY
LINE OF THE 30.00 FOOT PLATTED ROAD AND THE POINT OF BEGINNING; THENCE N 00"16'11" W, ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 1255.98 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF PARK PLACE BOULEVARD AS PER POLK COUNTY MAINTAINED RIGHT OF VtfAY MAP BOOK 19, PAGE 66; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY LINE, THE FOLLOWING THREE (3) COURSES; (1) N 88"37'34" E,A DISTANCE OF 95,17 FEET; (2) N 81"41'25" E, A DISTANCE OF 121.29 FEET; (3) N 87"59'06" E, A DISTANCE OF 100.77 FEET; THENCE LEAVING SAID SOUTHERLY RIGHT OF WAY LINES 00"16'03" E, ALONG THE EAST BOUNDARY OF SAID TRACTS 17 ANO 32, A DISTANCE OF 1243.27 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF POLK
COUNTY MAINTAINED RIGHT OF WAY MAP BOOK 14, PAGE 4S THENCE, ALONG SAID NORTHERLY RIGHT OF WAY LINE THE FOLLOWING THREE (3) COURSES: (1) S S3"51'52" W, A DISTANCE OF 16.13 FEET; (2) S 53"02'11" W, A DISTANCE OF 27.27 FEET; (3) S 6S006'06" W, A DISTANCE OF 16.68 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF THE 30.00 FOOT PLATTED RIGHT OF WAY; THENCE ALONG SAID NORTH RIGHT OF WAY LINE; S 89°19'17" W, A DISTANCE OF 265.83 FEET; TO THE POINT OF BEGINNING.
THE ABOVE PARCEL CONTAINING 399,109 SQUARE FEET, OR 9.16 ACRES, MORE OR LESS. PARCELC
A PORTION OF TRACTS 1 THROUGH 16, MAP OF FLORIDA DEVELOPMENT COMPANY TRACT LYING IN THE NORTHWEST¼ OF SECTION 31, TOWNSHIP 28 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

AS A POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF THE NW¼ OF SAID SECTION 31 AND PROCEED N 00"16'19"W, ALONG THE WEST BOUNDARY OF THE NORTHEAST¼ OF SAID SECTION 31, A DISTANCE OF 1308.22 FEET; THENCE S 89°15'46• W, A DISTANCE OF 32.12 FEET TO A POINT OF INTERSECTION OF NORTH 30.00 FOOT PLATTED RIGHT OF WAY AND THE WESTERLY RIGHT OF WAY LINE OF FDC GROVE ROAD PER POLK COUNTY MAINTAINED RIGHT OF WAY MAP BOOK 18, PAGE 43 ANO THE POINT OF BEGINNING: THENCE S 89°15'46" W, ALONG SAID NORTH RIGHT OF WAY LINE ANO THE SOUTH BOUNDARY OF SAID TRACTS 9 THROUGH 16, A DISTANCE OF 1291.75 FEET; THENCE S 89°02'19" W, ALONG SAID NORTH RIGHT OF WAY LINE AND THE SOUTH BOUNDARY OF SAID TRACTS 9 THROUGH 16, A DISTANCE OF 1547.17 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 16; THENCE N 00°19'20" W, ALONG THE WEST BOUNDARY OF SAID TRACTS 1 AND 16, A DISTANCE OF 1285.53 FEET TO THE NORTHWEST CORNER OF SAID TRACT 1 SAID NORTHWEST CORNER LYING 15.00 FEET SOUTH AND 15.00 FEET EAST OF THE NORTHWEST CORNER OF THE NW¼ OF SAID SECTION 31 ALSO BEING ON THE
SOUTH RIGHT OF WAY LINE OF A 30.00 FOOT PLATTED ROAD; THENCE N 88°48'00" E, ALONG SAID SOUTH RIGHT OF WAY LINE AND THE NORTH BOUNDARY OF SAID TRACTS 1 THROUGH 4, A DISTANCE OF 1548.12 FEET: THENCE N 88°50'05" E, ALONG SAID SOUTH RIGHT OF WAY LINE AND THE NORTH BOUNDARY OF SAID TRACTS 5 THROUGH 8, A DISTANCE OF 1309.25 FEET TO A POINT ON THE
AFOREMENTIONED WESTERLY MAINTAINED RIGHT OF WAY LINE OF FDC GROVE ROAD; THENCE ALONG SAID WESTERLY RIGHT OF WAY LINE THE FOLLOWING THIRTEEN (13) COURSES (1) S 00°16'04" E, A
DISTANCE OF 52.SO FEET; (2) S 01°12'54" W, A DISTANCE OF 101.SS FEET; (3) S 00"02'3S" E, A DISTANCE OF 168.91 FEET; (4) S 07°21'12" E,A DISTANCE OF 26.80 FEET: (5) S 01°16'36" W, A
DISTANCE OF 197.08 FEET: (6) S 00°36'22" E, A DISTANCE OF 84.70 FEET: (7) S 00°13'16" W, A
DISTANCE OF 102,33 FEET: (8) S 01"26'47" W, A DISTANCE OF 102.68 FEET: (9) S 00°21'34" W, A DISTANCE OF 104.81 FEET: (10) S OO"S8'11" w, A DISTANCE OF 101.55 FEET: (11) S 00"24'40" E, A
DISTANCE OF lOS.34 FEET: (12) S 01 •49'S1" W, A DISTANCE OF 135.10 FEET: (13) S 00"30'33" W, A DISTANCE OF 19.05 FEET; TO THE POINT OF BEGINNING.
THE ABOVE PARCEL CONTAINING 3,683,359 SQUARE FEET, OR 84.SB ACRES, MORE OR LESS.

PARCEL D
TRACTS 17 THROUGH 20 AND TRACTS 29 THROUGH 32, MAP OF FLORIDA DEVELOPMENT COMPANY TRACT LYING IN THE SOUTHWEST¼ OF SECTION 30, TOWNSHIP 28 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
ASA POINT OF REFERENCE COMMENCE AT THE SOUTHWEST CORNER OF THE SW¼ OF SAID SECTION 30 AND PROCEED N 88"48'00" E, ALONG THE SOUTH BOUNDARY OF THE SW¾ OF SAID SECTION 30,A DISTANCE OF 15.00 FEET; THENCE N 00°12'41" W, 15.00 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF A 30.00 FOOT PLAmD ROAD ALSO BEING THE SOUTHWEST CORNER OF SAID TRACT 32 AND THE POINT OF BEGINNING: THENCE N 00°06'26" W, ALONG THE WEST BOUNDARY OF SAID TRACTS 17 AND 32 A DISTANCE OF 1294.06 FEET TO A POINT ON THE SOUTH RIGHT.OFWAY LINE OFA 30.00 FOOT PLA D ROAD AND THE NORTHWEST CORNER OF SAID TRACT 17; THENCE N 88"51'21" E, ALONG SAID SOUTH RIGHT OF WAY LINE AND THE NORTH BOUNDARY OF SAID TRACTS 17 THROUGH 20,A DISTANCE OF 1547.30 FEET TO THE NORTHEAST CORNER OF SAID TRACT 20: THENCE S 00"08'32" E,

ALONG THE EAST BOUNDARY OF SAID TRACTS 20 AND 29, A DISTANCE OF 1292.54 FEET TO THE SOUTHEAST CORNER OF SAID TRACT 29 AND A POINT ON THE AFOREMENTIONED NORTH RIGHT OF WAY LINE; THENCE S 88"48'00" W, ALONG SAID NORTH RIGHT OF WAY LINE AND THE SOUTH BOUNDARY OF SAID TRACTS 29 THROUGH 32, A DISTANCE OF 1548.12 FEET; TO THE POINT OF BEGINNING.
THE ABOVE PARCEL CONTAINING 2,001,318 SQUARE FEET, OR 4S.94 ACRES, MORE OR LESS.

PARCELE
A PORTION OF TRACTS 19 THROUGH 30 IN THE NORTHWEST¾ OF SECTION 30, TOWNSHIP 28 SOUTH, RANGE 27 EAST, POLK COUNTY AND A PORTION OF TRACTS 5 THROUGH 13 IN THE SOUTHWEST¾ OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY OF MAP OF FLORIDA DEVELOPMENT COMPANY TRACT LYING IN THE NORTHWEST" OF SECTION 31, TOWNSHP 28 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

AS A POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF THE NW¾ OF SAID SECTION 30 AND PROCEEDS 00"04'10" E, ALONG THE EAST BOUNDARY OF THE SOUTHWEST¾ OF SAID SECTION 30, A DISTANCE OF 42.32 FEET; THENCE S 88"41'01"W, A DISTANCE OF 16.04 FEET TO A POINT ON THE
WESTERLY RIGHT OF WAY LINE OF FCC GROVE ROAD PER POLK COUNTY MAINTAINED RIGHT OF WAY MAP BOOK 18, PAGE 43 AND THE POINT OF BEGINNING; THENCE S 88"41'01" W, A DISTANCE OF 390.47
FEET: THENCE S 00"10'11" E, A DISTANCE OF 1232.51FEET; THENCE N 88°49137" E, A DISTANCE OF
388.70 FEET TO A POINT ON THE AFOREMENTIONED WESTERLY RIGHT OF WAY LINE OF FDC GROVE ROAD; THENCE S 00"02'32" E, ALONG SAID WESTERLY RI.GHT OF WAY LINE, A DISTANCE OF 30.00 FEET TO
THE SOUTHEAST CORNER OF SAID TRACT 9 AND THE NORTH RIGHT OF WAY LINE OF A 30.00 FOOT PLATTED ROAD; THENCE S 88"50'42" W, ALONG THE SOUTH BOUNDARY OF SAID TRACTS 9 THROUGH 13 AND SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 1411.5S FEET; THENCE N 33121'44" E, A DISTANCE OF 183.55 FEET; THENCE N 33"19'3S" E, A DISTANCE OF 600.67 FEET; THENCE N 05"35'09"
E, A DISTANCE OF S01.02 FEET; THENCE N 41'26'2S" W, A DISTANCE OF 195,12 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OFA30.00 FOOT PLAmDRIGHTOFWAY; THENCE N 88"16'32" E, ALONG SAID SOUTH RIGHT OF WAY LINE, A DISTANCE OF 79.88 FEET TO THE NORTHWEST CORNER OF SAID TRACT 6 AND THE SOUTHWEST CORNER OF VACATED 30.00 FOOT RIGHT OF WAY AS RECORDED IN OFFICIAL RECORDS BOOK 3042, PAGE 1109 OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE N 00"06'50" W, A DISTANCE OF 30.00 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 27 AND THE NORTHWEST CORNER OF SAID VACATED 30.00 FOOT RIGHT OF WAY; THENCE S 88°49'34" W, ALONG THE SOUTH BOUNDARY OF SAID TRACTS 28 THROUGH 30 AND THE NORTH RIGHT OF WAY LINE
OF A 30.00 FOOT PLATTED RIGHT OF WAY, A DISTANCE OF 1112.83 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 30; THENCE N oo·os•19" w, ALONG THE WEST BOUNDARY OF SAID TRACTS 19 AND 30,
A DISTANCE OF 968.8S FEET; THENCE N 89"00'18" E, A DISTANCE OF 780.76 FEET TO A POINT ON
THE EAST BOUNDARY OF SAID TRACT 20; THENCE N 00"06'28" W, ALONG THE EAST BOUNDARY OF SAID TRACT 20, A DISTANCE OF 322,54 FEET TO THE NORTHEAST CORNER OF SAID TRACT 20 AND A POINT ON THE SOUTH RIGHT OF WAY LINE OF A 30.00 FOOT PLATTED RIGHT OF WAY; THENCE N 88°S8152" E,
ALONG THE NORTH BOUNDARY OF SAID TRACTS 21THROUGH 24 AND SAID SOUTH RIGHT OF WAY LINE, A DISTANCE OF 1301.50 FEET TO A POINT ON THE AFOREMENTIONED WESTERLY RIGHT OF WAY LINE OF FDC GROVE ROAD; THENCE S 01101'03" E, ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF
31.84 FEET· THENCE S 89"13'55" W, A DISTANCE OF 383.17 FEET; THENCE S 00"07'48" E, A DISTANCE OF 613,8S FEET TO A POINT ON THE SOUTH BOUNDARY OF SAID TRACT 23; THENCE N 89"09'08n E, ALONG THE SOUTH BOUNDARY OF SAID TRACTS 23 AND 24, A DISTANCE OF 392.58 FEET TO A POINT
ON THE AFOREMENTIONED WESTERLY RIGHT OF WAY LINE OF FDC GROVE ROAD; THENCE S 00'01'28,, E, ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 640.SS FEET TO A POINT ON THE NORTH BOUNDARY OF SAID VACATED 30.00 FOOT ROAD; THENCE S 00°05126" E, ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 59.98 FEET; TO THE POINT OF BEGINNING.
THE ABOVE PARCEL CONTAINING 3,147,981 SQUARE FEET, OR 72.27 ACRES, MORE OR LESS.

PARCEL F
A PORTION OF TRACTS 30 THROUGH 32 OF MAP OF FLORIDA DEVELOPMENT COMPANY TRACT LYING IN
THE NORTHEAST¾ OF SECTION 31, TOWNSHIP 28 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
AS A POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF THE NW¾ OF SAID SECTION 30 AND PROCEED N 00"06'45" E, ALONG THE WEST BOUNDARY OF THE NORTHEAST¼ OF SAID SECTION 30, A DISTANCE OF 18.24 FEET; THENCE N 89"43'18" E, A DISTANCE OF 24.13 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF FDC GROVE ROAD PER POLK COUNTY MAINTAINED RIGHT OF WAY MAP BOOK 18, PAGE 43 AND THE POINT OF BEGINNING; THENCE N 00"26'25" W, ALONG SAID EASTERLY
RIGHT OF WAY LINE, A DISTANCE OF 640.49 FEET TO A POINT ON THE NORTH BOUNDARY OF SAID TRACT 32; THENCE N 88°41'30· E, ALONG THE NORTH BOUNDARY OF SAID TRACTS 30 THROUGH 32, A DISTANCE OF 970.79 FEET TO THE NORTHEAST CORNER OF SAID TRACT 30; THENCE S 00"04'16H E, ALONG THE EAST BOUNDARY OF SAID TRACT 30, A DISTANCE OF 643.81FEET TO THE SOUTHEAST CORNER OF SAID TRACT 30; THENCE S 88°53'02" W, ALONG THE SOUTH BOUNDARY OF SAID TRACTS 30 THROUGH 32, A DISTANCE OF 966.59 FEET TO THE POINT OF BEGINNING.

WYNNSTONE PARCELS
A PORTION OF LAND IN THE WEST 1/2 OF SECTION 19 AND THE NORTHWEST 1/4 OF SECTION 30, TOWNSHIP 26
SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGIN AT THE SOUTHWEST CORNER OF SUNSET RIDGE PHASE 2, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 126, PAGES 36 THROUGH 41, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA: THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID SUNSET RIDGE PHASE 2, THE FOLLOWING THREE (3) COURSES: 1) N 89°10'03" E·A DISTANCE OF 1061.38 FEET: 2) S 00°10'59" EA DISTANCE OF 150.01 FEET; 3) N 89°06'55• EA DISTANCE OF 458.47 FEET TO THE NORTHWEST CORNER OF PART 1 OF NATURES PRESERVE
PHASE 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 162, PAGES 47 THROUGH 49, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID WESTERLY BOUNDARY AND THE SOUTHERLY EXTENSION THEREOF, S 00°20'04" EA DISTANCE OF 675.94 FEET; THENCE N 89"07'01" EA DISTANCE OF 662.09 FEET TO THE NORTHWEST CORNER OF PART 2, OF SAID NATURES PRESERVE PHASE 1, THENCE ALONG SAID WESTERLY BOUNDARY AND THE SOUTHERLY EXTENSION THEREOF, S 00°21'36" EA DISTANCE OF 1292.86 FEET; THENCE S 89°03133" WA DISTANCE OF 331.34 FEET: THENCE S 00°20'54" EA DISTANCE OF 1326.13
FEET; THENCE S 89°06'36" WA DISTANCE OF 331.55 FEET: THENCE S 00°20'19H EA DISTANCE OF 1325.84 FEET; THENCE S 00"12'46 EA DISTANCE OF 30,00 FEET: THENCE S 00°05'13" EA DISTANCE OF 645.14 FEET; THENCE S 89"05'30" WA DISTANCE OF 779.49 FEET: THENCE N 00°06'38" EA DISTANCE OF 676.07
FEET; THENCE S 89"09'38" WA DISTANCE OF 764.88 FEET: THENCE N 00'03'41" WA DISTANCE OF 2619. 11 FEET; THENCE N 00"04'02" WA DISTANCE OF 30.01 FEET: THENCE N 00'04'22" WA DISTANCE OF 2122.10 FEET TO THE POINT OF BEGINNING.

PARCEl NUMBER: 272630-708000-010310 (PER BOOK 10252, PAGES 0829-0830):
TRACT 31 IN THE NORTHEAST¾ OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA.
PARCEL NUMBER; 272630-708000.030010IPER BOOK 10272, PAGES 1719-1721):
TRACTS 1 AND 2 IN THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, OF THE FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE PLAt THEREOF, AS RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, INCLUSIVE, PUBLIC RECORDS OF POLK COUNTY, FLORIDA.
PARCEL NUMBER: 272630-708000-010320 (PER BOOK 10311, PAGES 1982·1983}:
FLA DEVELOPMENT CO SUB PB PG 60 TO 63 TRACT 32 IN NE" LESS AODNL RD R/W PER MB 18 PG 43-61
PARCEL NUMBER: 272619-705000·040101(PER BOOK 10216, PAGES 0927-0928): TRACTS lOAND 11 IN THE SW¼ SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AS SHOWN ON THE PLAT OF FLORIDA DEVELOPMENT CO. TRACT, ECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, OF THE PUBLIC
RECORDS OF POLK COUNTY, FLORIDA.

PARCEL NUMBER: 272619-705000-040210 (PER BOOK 10387, PAGES 2162-2163):	.
TRACTS 23 ANO 24 IN THE SW¼ SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, ACCORDING TO THE PLAT OF FLORIDA DEVELOPMENT CO. TRACT RECORDED IN PLAT BOOK 3, PAGES 60-63,
INCLUSIVE, PUBLIC RECORDS OF POLK COUN1Y, FLORIDA, SUBJECT TO ROADWAY ALLOWANCE AS SHOWN ON SAID PLAT.

LESS AND EXCEPT THE MAINTAINED RIGHT OF WAY OF HOLLY HILL GROVE ROAD 3, AS EVIDENCED BY COUNTY MAINTAINED MAP BOOK 17, PAGES 93-99, INaUSIVE, PUBLIC RECORDS OF POLK COUNTY, FLORIDA.

PARCEL NUMBER: 272619-070SQ0:040230 (PER BOOK 10216, PAGES 0902-0903):
TRACTS 23 ANO 24 IN THE SW 3' SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AS SHOWN ON THE PLAT OF FLORIDA DEVELOPMENT CO. TRACT. RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, OF THE PUBLIC RECORDS OF POLK COUNlY, FLORIDA.

PARCEL NUMBER; 272630-708000-010300 {PER BOOK 10543. PAGES 1172-1175);
TRACT 30 IN THE NE 3' OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA.

PARCEL NUMBER: 272619-705000-Q40060(PER BOOK 10536. PAGES 1555-1559):
TRACT 6 IN THE SW¾ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, OF FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT 8001( 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA; BEING THE EAST½ OF THE NW ¼ OF THE NE 1' OF THE SW ¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST.
PARCELNUMBER: 272619-705000-040090 (PER BOOK 10536, PAGES 1555-1559):
TRACT 9 IN THE SW¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, ACCORDING TO THE PLAT OF FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, BEING THE SAME AS THEE½ OF THE SE ¼ OF THE NE¼ OF THE SW" OF SAID SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST.

PARCEL NUMBER: 272619-705000-040220 (PER BOOK 10581. PAGES 1114-1117):
TRACT 22 IN THE SW "OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA.

PARCEL NUMBER: 272619-705000-040280 (PER BOOK 10310, PAGES 0885-0887}:
LOT 28,INTHE SW¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PlATBOOK 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, BEING IN THE W ½ OF THE SW ¼ OF THE SE ¼ OF THE SW ¼ OF SAID SECTION 19.

lESS OUT
Parcel No. 39 (Tax IP 272630-707500-0400531
HOLLY Hill GROVE & FRUIT CO SUB PB 17 PG 35 PARTOF TRACTS 5 & 6 IN SWl/4 DESC AS BEG SECOR
TRACTS RUN N 330.69 FT W 165,75 FT N 315.69 FT TO S LINE PLATTED R/W E 86.84 FT S 41 OEG 18 MIN 00 SEC E 195.07 FT SOS DEG 47 MIN 32 sec W 501.06 FTTO POS SUBJECT TO CONSERVATION EASEMENT PER OR
3994-350.

LESS OUT
DESCRIPTION:A PORTION OF TRACTS 28, 29, & 30, OF THE SOUTHEAST 1/4 OF SECTION 19, TOWNSHIP 26 SOUTH,
RANGE 27 EAST, AS SHOWN ON THE PLAT OF FLORIDA DEVELOPMENT COMPANY, RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTHEAST CORNER OF SAID TRACT 28, RUN THENCE ALONG THE EAST BOUNDARY THEREOF, s.OO"l8'30•e.,A DISTANCE OF 636.29 FEET TO THE NORTHERLY MAINTAINED RIGHT-OF-WAY LINE OF HOLLY HILL

GROVE ROAD 2, PER MAP 8001( 22, PAGES 1 THROUGH 7, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID NORTHERLY MAINTAINED RIGHT-OF-WAY LINE THE FOLLOWING SEVEN (7) COURSES: 1) S.88.40'49"W., A DISTANCE OF 13.76 FEET; 2) S,87"34'32"W., A DISTANCE OF 110.73 FEET; 3) S.87"59'33wW., A DISTANCE OF 207.44 FEET; 4) N.87"51'09"W., A DISTANCE OF 118.81FEET; S) S.88"S0'Sl"W., A DISTANCE OF 326.26 FEET; 6) S.89"40'20"W., A DISTANCE OF 202.13 FEET; 7) S.88"29'07"W., A DISTANCE OF 12.51 FEET TO THE SOUTHEAST CORNER OF COUNTRY WALK ESTATES, AS RECORDED IN PLAT BOOK 155, PAGES 37 THROUGH 38, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COU TY, FLORIDA; THENCE ALONG THE EAST BOUNDARY, OF SAID COUNTY WALK ESTATES N.00"21'09"W., A DISTANCE OF 631.43 FEET; THENCE N.88"48'08"E., A DISTANCE OF 991.93 FEET TO THE POINT OF BEGINNING.
CONTAINING 14,481 ACRES, MORE OR LESS. ALTOGETHER CONTAINING 595.10± ACRES
POLK CO.

MINUTE MAID RAMP RD. 2

HAINES CITY

MINUTE MAID RAMP RD. 1

POLK CO.

POLK CO.
WEST HAINES CITY CDD BOUNDARY

SAND HILL RD.

POLK CO.

HOLLY HILL TANK RD.

HAINES CITY

HAINES CITY

SECTS 19, 30 & 31, T26S, R27E

MASSEE RD.

EXHIBIT 4 - EXSITING LAND USE WESTSIDE HAINES CITY CDD
LEGEND

WESTSIDE HAINES CITY CDD
PARCELS
0'	1600'	3200'

DATE: March 17, 2021

POLK COUNTY - FUTURE LAND USE

SECTS 19, 30 & 31,

EXHIBIT 5 - FUTURE LAND USE
LEGEND

WESTSIDE HAINES CITY CDD
CDD CONTRACTION
T26S, R27E
AREA 595.10± AC.
WESTSIDE HAINES CITY CDD
0'	1600'	3200'

7/10/23
POLK CO.

HAINES CITY

MINUTE MAID RAMP RD. 1

POLK CO.

HAINES CITY
SAND HILL RD.

POLK CO.

NOTE:

MASSEE RD.

HAINES CITY
LEGEND

WESTSIDE HAINES CITY CDD
PARCELS
DRAINAGE AREA LIMITS DRAINAGE PATTERN
EXISTING WATER MAIN EXISTING FORCE MAIN EXISTING RECLAIM MAIN
CONTOUR INFORMATION PER POLK COUNTY LIDAR GIS DATABASE.
SECTS 19, 30 & 31, T26S, R27E
EXHIBIT 6 - UTILITY LOCATION AND DRAINAGE MAP WESTSIDE HAINES CITY CDD

0'	1600'

3200'

DATE: March 17, 2021
Westside Haines City CDD Amended and Restated Engineer's Report

	EXHIBIT 7 COST ESTIMATE											
	BRENTWOOD TOWNHOMES	CASCADES SINGLE FAMILY	WYNNSTONE SINGLE FAMILY									

INFRASTRUCTURE	PHASE 1
(226 LOTS)
2021-2023	PHASE 2
(124 LOTS)
2023-2024	PHASE 3
(122 LOTS)
2023-2024	PHASES 4/5 (290 LOTS)
2024-2025	PHASE 1
(597 LOTS)
2021-2024	PHASE 2
(74 LOTS)
2021-2024	PHASE 3
(344 LOTS)
2023-2025	PHASE 1A (482 LOTS)
2024-2025	PHASE 1B (44 LOTS)
2024-2025	PHASE 2
(271 LOTS)
2025-2026	TOTAL 2,574 LOTS	
Assessment	1	2	2	2	1	1	2	2	2	3		
Offsite Improvements(1)(5)(7)(11)	$970,000	$200,000	$0	$250,000	$4,000,000	$500,000	$1,011,097	$7,266,122	$663,297	$2,147,007	$17,007,523	
Stormwater Management (1)(2)(3)(5)(6)(7)	$1,284,390	$1,103,340	$1,461,713	$4,482,699	$2,835,625	$450,000	$4,048,597	$3,852,613	$351,691	$3,542,562	$23,413,230	
Utilities (Water, Sewer, & Street Lighting) (1) (5)(7)
(9)(11)	$1,169,820	$1,004,920	$1,331,325	$4,082,835	$2,731,250	$450,000	$3,848,597	$3,753,053	$342,602	$3,456,681	$22,171,083	
Roadway (1)(4)(5)(7)	$560,790	$481,740	$638,213	$1,957,234	$1,365,625	$265,000	$2,377,222	$1,747,617	$159,533	$2,061,127	$11,614,101	
Entry Feature (1)(7)(8)911)	$100,000	$0	$200,000	$125,000	$750,000	$0	$461,097	$865,794	$79,035	$214,701	$2,795,627	
Parks and Amenities (1)(7)(11)	$1,000,000	$0	$0	$1,250,000	$1,750,000	$0	$961,097	$2,999,236	$273,789	$429,401	$8,663,523	
Subtotal	$5,085,000	$2,790,000	$3,631,251	$12,147,768	$13,432,500	$1,665,000	$12,707,707	$20,484,435	$1,869,947	$11,851,479	$85,665,087	
Professional Fees (10%)	$508,500.0	$279,000.0	$363,125.1	$1,214,776.8	$1,343,250.0	$166,500.0	$1,270,770.7	$2,048,443.5	$186,994.7	$1,185,147.9	$8,566,508.7	
Subtotal	$5,593,500	$3,069,000	$3,994,376	$13,362,545	$14,775,750	$1,831,500	$13,978,478	$22,532,879	$2,056,942	$13,036,627	$94,231,596	
Contingency (10%)	$559,350.0	$306,900.0	$399,437.6	$1,336,254.5	$1,477,575.0	$183,150.0	$1,397,847.8	$2,253,287.9	$205,694.2	$1,303,662.7	$9,423,159.6	
Total	$6,152,850	$3,375,900	$4,393,814	$14,698,799	$16,253,325	$2,014,650	$15,376,325	$24,786,166	$2,262,636	$14,340,290	$103,654,755	
Infrastructure consists of public roadway improvements, Stormwater management facilities, master sanitary sewer lift station and utilities, entry feature, landscaping and signage, and public neighborhood parks, all of which will be located on land owned by or subject to a permanent easement in favor of the District or another governmental entity.
Excludes grading of each lot in conjunction with home construction, which will be provided by home builder.
Includes Stormwater pond excavation. Does not include the cost of transportation of fill for use of private lots.
Includes sub‐grade, base, asphalt paving, curbing, and civil/site engineering.
Includes subdivision infrastructure and civil/site engineering.
Stormwater does not include grading associated with building pads.
Estimates are based on 2023 cost.
Includes entry features, signage, hardscape, landscape, irrigation, and buffe r fencing.
CDD will enter into a Lighting Agreement with Duke Energy for the street light poles and lighting service. Includes only the incremental cost of undergrounding.
Estimates based on 2,547 lots.
The costs associated with the infrastructure are a master cost and is effectively shared by the entire project (all phases).

EXHIBIT 8 SUMMARY OF PROPOSED DISTRICT
FACILITIES					

DISTRICT INFRASTRUCTURE	
CONSTRUCTION	
OWNERSHIP	
CAPITAL FINANCING*	
OPERATION AND MAINTENANCE	
Entry Feature & Signage	District	District	District Bonds	District	
Stormwater Facilities	District	District	District Bonds	District	
Lift Stations/Water/Sewer	District	Polk County****	District Bonds	Polk County****	
Street Lighting/Conduit	District	Duke/District**	District Bonds	Duke/District***	
Road Construction	District	District	District Bonds	District	
Parks & Amenities	District	District	District Bonds	District	
Offsite Improvements	District	Polk County	District Bonds	Polk County	
*Costs not funded by bonds will be funded by the developer
** District will fund incremental cost of undergrounding of electrical conduit
***District will fund street lighting maintenance services with funds other than tax-exempt bonds
**** Haines City will own and maintain the water and sewer infrastructure for the 46 lots in the Southeast corner of the District.

WYNNSTONE PHASE 1

WYNNSTONE PHASE 2

	ABSOLUTE ENGINEERING, INC.
(813) 221-1516 TEL	1000 N. ASHLEY DRIVE, SUITE 925
(813) 344-0100 FAX	C.A. NO. 28358	TAMPA, FLORIDA 33602											
	SHEET TITLE:	WYNNSTONE SINGLE FAMILY SUBDIVISION FDC GROVE ROAD
POLK COUNTY, FLORIDA										
	BY											
	REVISION											
	DATE											
	NO.											

STATE OF											
	DATE:
05-02-2023											
	SEC TWP RNG:
19,30/26S/27E											
	JOB #:
A22-0041-0041											
	DRAWN BY:
JMH	CHECKED BY:
WERTZ										

1	2	4	5

Dewberry Engineers Inc.
800 NORTH MAGNOLIA AVENUE SUITE 1000
ORLANDO, FLORIDA 32804
PHONE: 407.843.5120 ENGINEERING BUSINESS - 8794
E

BRENTWOOD PHASE 3

D

BRENTWOOD PHASE 2
SEAL

				

				
				
KEY PLAN

C

SCALE	NORTH

B
NO.

DATE

BY	DESCRIPTION

BRENTWOOD PHASE 4/5
REVISIONS

DRAWN BY
APPROVED BY CHECKED BY
DATE TITLE

MJB RM
  RM	 03/22/21
BRENTWOOD

A
PROJECT NO.

50137547

1	2	4	5

Dewberry Engineers Inc.
800 NORTH MAGNOLIA AVENUE SUITE 1000
ORLANDO, FLORIDA 32804
PHONE: 407.843.5120 ENGINEERING BUSINESS - 8794
E

D

SEAL

KEY PLAN

C

SCALE	NORTH

B

REVISIONS

DRAWN BY
APPROVED BY CHECKED BY

MJB RM
  RM	

A	CASCADES PHASE 1 - LOT SUMMARY

PROJECT NO.

50137547

1	2	4	5

Dewberry Engineers Inc.
800 NORTH MAGNOLIA AVENUE SUITE 1000
ORLANDO, FLORIDA 32804
PHONE: 407.843.5120 ENGINEERING BUSINESS - 8794
E

D

RL-1
SEAL

KEY PLAN

C

SCALE	NORTH

B
NO.

DATE

BY	DESCRIPTION

125
REVISIONS

DRAWN BY
APPROVED BY CHECKED BY
DATE TITLE

MJB RM
  RM	 03/22/21
344

A	CASCADES PHASE 3 - LOT SUMMARY
CASCADES PHASES
2 & 3
PROJECT NO.	50137547

219
125
344

219
125
344
Composite Exhibit B Assessment Report

8

MASTER
ASSESSMENT METHODOLOGY - ASSESSMENT AREA TWO

FOR

WESTSIDE HAINES CITY COMMUNITY DEVELOPMENT DISTRICT

Date: March 18, 2024

Prepared by

Governmental Management Services – Central Florida, LLC 219 E. Livingston St.
Orlando, FL 32801
Table of Contents
1.0 Introduction	3
Purpose	3
Background	3
Special Benefits and General Benefits	4
Requirements of a Valid Assessment Methodology	5
Special Benefits Exceed the Costs Allocated	5
Assessment Methodology	5
Overview	5
Allocation of Debt	6
Allocation of Benefit	7
Lienability Test: Special and Peculiar Benefit to the Property	7
Lienability Test: Reasonable and Fair Apportionment of the Duty to Pay Non-Ad Valorem Assessments	8
True-Up Mechanism	8
Assessment Roll	9
Appendix	10
Table 1: Development Program	10
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 Westside Haines City 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 Westside Haines City Community Development District with financial advisory services or offer investment advice in any form.
1.0	Introduction

The Westside Haines City 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 plans to issue approximately $85,935,000 of tax-exempt bonds in one or more series (the “Bonds”) for the purpose of financing certain Assessment Area Two infrastructure improvements (“Assessment Are Two Capital Improvement Plan” or “AA2 CIP”) within the District more specifically described in the Second Amended & Restated Engineer’s Report dated March 18, 2024, prepared by Dewberry Engineers Inc., Brentwood – Phases 2, 3, 4 and 5, Cascades - Phase 3, and Wynnstone – Phase 1 (collectively known as “Assessment Area Two”) as described on Composite Exhibit 7, as may be amended and supplemented from time to time (the “Engineer’s Report”). The District anticipates the construction of infrastructure improvements that benefit property owners within Assessment Area Two of the District.

Purpose

This Master Assessment Methodology Report for Assessment Area Two (the “Assessment Report”) provides for an assessment methodology that allocates the debt to be incurred by the District to benefiting properties within Assessment Area Two within the District. This Assessment Report allocates the debt to properties based on the special benefits each receives from the AA2 CIP. 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. 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 levy, impose and collect non ad valorem special assessments (“Special Assessments”) on the benefited lands within Assessment Area Two within the District securing repayment of the Bonds based on this Assessment Report. It is anticipated that all of the proposed Special Assessments will be collected through the Uniform Method of Collection described in Section 197.3632, Florida Statutes or any other legal means available to the District. It is not the intent of this Assessment Report to address any other assessments, if applicable, that may be levied by the District including those for maintenance and operation of the Bonds, a homeowner’s association, or any other unit of government.

Background

The District currently includes approximately 595.10 acres located within Haines City, Florida. Assessment Area Two consists of approximately 342.68 acres of the District. The development program for Assessment Area Two of the District currently envisions 1,406 residential units. The proposed development program is depicted in
Table 1. It is recognized that such development plan may change, and this Assessment Report will be modified or supplemented accordingly.

The improvements contemplated by the District in the AA2 CIP will provide facilities that benefit certain property within Assessment Area Two of the District. Specifically, the District will construct and/or acquire certain offsite improvements, stormwater management, utilities (water, sewer, & streetlighting), roadway, entry feature, parks & amenities, and contingency. The acquisition and construction costs are summarized in Table 2.

The assessment methodology is a four-step process.

The District Engineer must first determine the public infrastructure improvements that may be provided by the District and the costs to implement the AA2 CIP.
The District Engineer determines the assessable acres that benefit from the District’s AA2 CIP.
A calculation is made to determine the funding amounts necessary to acquire and/or construct the AA2 CIP.
This amount is initially divided equally among the benefited properties on a prorated assessable acreage basis. Ultimately, as land is platted, this amount will be assigned to each of the benefited properties based on the number and type of platted units.

Special Benefits and General Benefits

Improvements undertaken by the District create special and peculiar benefits to the property within Assessment Area Two of the District, different in kind and degree, for properties within its borders as well as general benefits to the public at large. However, as discussed within this Assessment Report, these general benefits are incidental in nature and are readily distinguishable from the special and peculiar benefits, which accrue to property within Assessment Area Two of the District. The implementation of the AA2 CIP enables properties within the boundaries of Assessment Area Two within the District to be developed. Without the District’s AA2 CIP, there would be no infrastructure to support development of land within Assessment Area Two of the District. Without these improvements, development of the property within Assessment Area Two of the District would be prohibited by law.

The general public and property owners outside of Assessment Area Two of the District may benefit from the provision of the AA2 CIP. However, any such benefit will be incidental for the purpose of the AA2 CIP, which is designed solely to meet the needs of property within Assessment Area Two of the District. Properties outside of Assessment Area Two of the District boundaries do not depend upon the District’s AA2 CIP.  The property owners within Assessment Area Two of the District are
therefore receiving special benefits not received by the general public and those outside Assessment Area Two of the District’s boundaries.

Requirements of a Valid Assessment Methodology

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

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

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

Special Benefits Will Equal or Exceed the Costs Allocated

The special benefits provided to the property within Assessment Area Two of the District will be equal to or greater than the costs associated with providing these benefits. The District Engineer estimates that the District’s AA2 CIP that is necessary to support full development of property within Assessment Area Two of the District will cost approximately $64,893,640. The District’s Underwriter projects that financing costs required to fund a portion of the AA2 CIP costs, the cost of issuance of the Bonds, the funding of a debt service reserve account and capitalized interest, will be
$85,935,000. Without the AA2 CIP, the property within Assessment Area Two of the District would not be able to be developed and occupied by future residents of the community.

2.0	Assessment Methodology

Overview

The District plans to issue approximately $85,935,000 in Bonds in one or more series to fund a portion of the District’s AA2 CIP, 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 $85,935,000 in debt to the properties within Assessment Area Two of the District benefiting from the AA2 CIP. This report will be supplemented to reflect actual bond terms.

Table 1 identifies the land uses and lot sizes in the development as identified by the Developer  within  Assessment  Area  Two  of  the  District.   The  District  has
commissioned an Engineer’s Report that includes estimated construction costs for the AA2 CIP needed to support the development; these 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 $64,893,640. 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 AA2 CIP and related costs is estimated to total
$85,935,000. Table 3 shows the breakdown of the Bond sizing.

Allocation of Debt

Allocation of debt is a continuous process until the development plan for Assessment Area Two of the District is completed. Until the platting process occurs, the AA2 CIP funded by District Bonds will benefit all acres within Assessment Area Two of the District.

The initial assessments will be levied on an equal basis to all gross acreage within Assessment Area Two of 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 the lands within Assessment Area Two of the District are benefiting from the AA2 CIP. If any parcel, or part thereof, is sold to a builder or other third party prior to platting, the assessments will be allocated to such parcel of land based on the development plan associated with that parcel, or part thereof. The owner of that parcel, or part thereof, would be responsible for any true-up payment due in accordance with Section 3.0.

Once platting or the recording of a declaration of condominium of any portion of the District into individual lots or units (“Assigned Properties”) has begun, the Special Assessments will be levied to the Assigned Properties based on the benefits they receive, on a first platted, first assigned basis. The “Unassigned Properties” defined as property that has not been platted or subjected to a declaration of condominium, will continue to be assessed on a per acre basis. Eventually the development plan will be completed and the debt relating to the Bonds will be allocated to the assigned properties within Assessment Area Two of the District, which are the beneficiaries of the AA2 CIP, 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.

In order for debt service assessment levels to be consistent with market conditions, developer contributions are recognized. This is reflected on Table 5. Based on the product type and number of units anticipated to absorb a certain amount of the Bond principal, it is estimated that the CDD will recognize a developer contribution equal to $10,115,000 in eligible infrastructure.
The assignment of debt in this Assessment Report sets forth the process by which debt is apportioned. As mentioned herein, this Assessment Report may be supplemented from time to time.

Allocation of Benefit

The AA2 CIP consists of offsite improvements, stormwater management, utilities (water, sewer, & streetlighting), roadway, entry feature, parks & amenities, and contingency. There are three product types within the planned development. The single-family 40’ home has been set as the base unit and has been assigned one equivalent residential unit (“ERU”). Table 4 shows the allocation of benefit to the product type. It is important to note that the benefit derived from the AA2 CIP on a particular unit will exceed the cost that the unit will be paying for such benefits.

Lienability Test: Special and Peculiar Benefit to the Property

Construction and/or acquisition by the District of its proposed AA2 CIP will provide several types of systems, facilities and services for its residents. These offsite improvements, stormwater management, utilities (water, sewer, & streetlighting), roadway, entry feature, parks & amenities, and contingency. The benefit from the AA2 CIP accrues in differing amounts and are somewhat dependent on the product type receiving the special benefits peculiar to that property type, which flow from the logical relationship of improvements to the assigned properties.

Once these determinations are made, they are reviewed in the light of the special benefits peculiar to the property, which flow to the properties because of their logical connection from the improvements in fact actually provided.

For the provision of the AA2 CIP, the special and peculiar benefits are:

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

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

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 AA2 CIP have been apportioned to the property within Assessment Area Two of the District according to reasonable estimates of the special and peculiar benefits provided consistent with the product type of assignable properties.

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

In accordance with the benefit allocation suggested for the product types in Table 4, a total debt per unit and an annual assessment per unit have been calculated for each product type (Table 6). These amounts represent the preliminary anticipated per unit debt allocation assuming all anticipated assigned properties are built and sold as planned, and the entire proposed AA2 CIP is constructed.

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 recorded, the District must allocate a portion of its debt to the property according to this Assessment Report outlined herein. In addition, the District must also prevent any buildup of debt on Unassigned Properties. Otherwise, the land could be fully conveyed and/or platted without all of the debt being allocated. To preclude this, at the time Unassigned Properties become Assigned Properties, the District will determine the amount of anticipated assessment revenue that remains on the Unassigned Properties, taking into account the proposed plat, or site plan approval. 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 than 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.

Assessment Roll

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

Land Use*	Brentwood Phase 2	Brentwood Phase 3	Brentwood Phase 4&5	Cascasdes Phase 3	Wynnstone Phase 1A	Wynnstone Phase 1B	Total Units	ERUs per Unit (1)	
Total ERUs	

Townhome	
124	
122	
290	
0	
0	
0	
536	
0.75	
402.00	
Single Family 40'	0	0	0	219	239	34	492	1.00	492.00	
Single Family 50'	0	0	0	125	243	10	378	1.25	472.50	
Total Units	124	122	290	344	482	44	1,406		1,366.50	

(1) Benefit is allocated on an ERU basis; based on density of planned development, with a Single Family 40' lot at 1 ERU

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

Assessment Area Two Capital
Improvement Plan ("AA2 CIP")	Brentwood -
Phase 2	Brentwood -
Phase 3	Brentwood -
Phase 4&5	Cascades -
Phase 3	Wynnstone -
Phase 1A	Wynnstone -
Phase 1B	Total Cost
Estimate	
Offsite Improvements	$	200,000	$	-	$	250,000	$ 1,011,097	$	7,266,122	$	663,297	$  9,390,516	
Stormwater Management	$	1,103,340	$  1,461,713	$ 4,482,699	$ 4,048,597	$	3,852,613	$	351,691	$ 15,300,653	
Utilities (Water, Sewer, & Street lighting)	$	1,004,920	$  1,331,325	$ 4,082,835	$ 3,848,597	$	3,753,053	$	342,602	$ 14,363,332	
Roadway	$	481,740	$	638,213	$ 1,957,234	$ 2,377,222	$	1,747,617	$	159,533	$  7,361,559	
Entry Feature	$	-	$	200,000	$	125,000	$	461,097	$	865,794	$	79,035	$  1,730,926	
Parks & Amenities	$	-	$	-	$ 1,250,000	$	961,097	$	2,999,236	$	273,789	$  5,484,122	
Professional Fees	$	279,000	$	363,125	$ 1,214,777	$ 1,270,771	$	2,048,444	$	186,995	$  5,363,111	
Contingency	$	306,900	$	399,438	$ 1,336,254	$ 1,397,848	$	2,253,288	$	205,694	$  5,899,422	
	$	3,375,900	$  4,393,813	$14,698,799	$ 15,376,327	$  24,786,166	$ 2,262,636	$ 64,893,640	

(1) A detailed description of these improvements is provided in the Second Amended & Restated Engineer's Report dated March 18, 2024.

Prepared by: Governmental Management Services - Central Florida, LLC

Bond Sizing 
Description	Total

Sources
Par
 $	85,935,000  *
Total Sources  $	85,935,000 

Uses
Construction Funds		
$	64,893,640	
Debt Service Reserve		$	6,489,364	
Capitalized Interest		$	12,030,900	
Underwriters Discount		$	1,718,700	
Cost of Issuance		$	800,000	
Rounding		 $	2,396 	
	Total Uses	 $	85,935,000 	
Bond Assumptions:			
Average Coupon Amortization Capitalized Interest Debt Service Reserve
Underwriters Discount		7.00%
30 Years
24 Months
MADS
2%	

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

Land Use	
No. of Units *	
ERU Factor	
Total ERUs	% of Total ERUs	Total Improvements Costs Per Product Type	Improvement Costs Per Unit	

Townhome	

536	

0.75	

402.00	

29.42%	

$	19,090,555	

$	35,617	
Single Family 40'	492	1.00	492.00	36.00%	$	23,364,560	$	47,489	
Single Family 50'	378	1.25	472.50	34.58%	$	22,438,525	$	59,361	
	1,406		1,366.50	100.00%	$	64,893,640		

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

Prepared by: Governmental Management Services - Central Florida, LLC

Land Use

No. of Units *
Total Improvements Costs Per Product Type

Allocation of Par Debt Per Product Type

Par Debt Per Unit

Townhome	536	$	19,090,555	$	25,280,549	$	47,165	
Single Family 40'	492	$	23,364,560	$	30,940,373	$	62,887	
Single Family 50'	 378	$	22,438,525	$	29,714,078	$	78,609 
 1,406	$	64,893,640	$	85,935,000	

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

Prepared by: Governmental Management Services - Central Florida, LLC

Net Annual Debt Gross Annual Debt

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

Townhome	
536	
$	25,280,548.85	
$	47,165.20	
$  1,909,055.48	
$	3,561.67	
$	3,829.75	
Single Family 40'	492	$	30,940,373.22	$	62,886.94	$  2,336,455.97	$	4,748.89	$	5,106.34	
Single Family 50'	378	$	29,714,077.94	$	78,608.67	$  2,243,852.53	$	5,936.12	$	6,382.92	
	1,406	$	85,935,000.00		$	6,489,364			

(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

Prepared by: Governmental Management Services - Central Florida, LLC

Owner	

Property ID #'s*	

Acres	Total Par Debt Allocation Per Acre	
Total Par Debt Allocated	Net Annual Debt Assessment Allocation	Gross Annual Debt Assessment Allocation (1)	
GLK REAL ESTATE LLC	272630708000040131	0.18	$	250,777	$	45,140	$	3,409	$	3,665	
KL LB BUY 2 LLC	272619705015002280**	0.74	$	250,777	$	185,575	$	14,014	$	15,068	
GLK REAL ESTATE LLC	272619705000020040	7.83	$	250,777	$	1,964,032	$	148,313	$	159,477	
GLK REAL ESTATE LLC	272619705000020110	4.95	$	250,777	$	1,242,196	$	93,804	$	100,865	
GLK REAL ESTATE LLC	272619705000020120	4.76	$	250,777	$	1,194,499	$	90,202	$	96,992	
GLK REAL ESTATE LLC	272619705000020130	3.13	$	250,777	$	783,777	$	59,187	$	63,642	
GLK REAL ESTATE LLC	272630707500040051	8.74	$	250,777	$	2,191,837	$	165,516	$	177,974	
GLK REAL ESTATE LLC	272630708000030191	36.43	$	250,777	$	9,136,190	$	689,918	$	741,847	
GLK REAL ESTATE LLC	272630708000030250	6.14	$	250,777	$	1,540,922	$	116,362	$	125,121	
GLK REAL ESTATE LLC	272630708000030261	8.29	$	250,777	$	2,078,461	$	156,955	$	168,768	
GLK REAL ESTATE LLC	272630708000040097	12.06	$	250,777	$	3,023,688	$	228,333	$	245,520	
KL LB BUY 2 LLC	272619705000020220	1.05	$	250,777	$	263,315	$	19,884	$	21,381	
KL LB BUY 2 LLC	272619705000020210	4.80	$	250,777	$	1,203,727	$	90,899	$	97,741	
KL LB BUY 2 LLC	272619705000020180	13.80	$	250,777	$	3,460,716	$	261,335	$	281,006	
KL LB BUY 2 LLC	272619705000020171	2.69	$	250,777	$	674,589	$	50,941	$	54,776	
GLK REAL ESTATE LLC	272619705000040280	4.82	$	250,777	$	1,208,743	$	91,278	$	98,148	
GLK REAL ESTATE LLC	272630708000030030	11.55	$	250,777	$	2,896,469	$	218,726	$	235,190	
GLK REAL ESTATE LLC	272630708000030010	11.35	$	250,777	$	2,846,314	$	214,939	$	231,117	
GLK REAL ESTATE LLC	272619705000040290	11.48	$	250,777	$	2,878,915	$	217,401	$	233,764	
GLK REAL ESTATE LLC	272619705000040170	22.91	$	250,777	$	5,745,290	$	433,854	$	466,510	
GLK REAL ESTATE LLC	272619705000040190	11.47	$	250,777	$	2,876,407	$	217,211	$	233,561	

Owner	

Property ID #'s*	

Acres	Total Par Debt Allocation Per Acre	
Total Par Debt Allocated	Net Annual Debt Assessment Allocation	Gross Annual Debt Assessment Allocation (1)	
GLK REAL ESTATE LLC	272619704500040141	16.53	$	250,777	$	4,145,336	$	313,034	$	336,596	
GLK REAL ESTATE LLC	272619704500040041	10.20	$	250,777	$	2,557,921	$	193,161	$	207,700	
GLK REAL ESTATE LLC	272619705000040050	9.51	$	250,777	$	2,384,885	$	180,094	$	193,650	
GLK REAL ESTATE LLC	272619705000040060	5.03	$	250,777	$	1,261,406	$	95,255	$	102,425	
GLK REAL ESTATE LLC	272619704500040011	1.69	$	250,777	$	423,812	$	32,004	$	34,413	
GLK REAL ESTATE LLC	272619705000030171	81.07	$	250,777	$	20,330,454	$	1,535,250	$	1,650,807	
GLK REAL ESTATE LLC	272619705000030201	12.52	$	250,777	$	3,139,722	$	237,095	$	254,941	
GLK REAL ESTATE LLC	272619705000030210	9.81	$	250,777	$	2,460,118	$	185,775	$	199,758	
GLK REAL ESTATE LLC	272619705000030012	7.14	$	250,777	$	1,790,544	$	135,213	$	145,390	
Totals		342.68		$	85,935,000	$	6,489,364	$	6,977,811	
							
Annual Assessment Periods		30 Years					
Average Coupon Rate (%)		7.00%					
Maximum Annual Debt Service		$6,489,364					

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

*See attached legal decsrcription for Assessment Area Two
**Only a portion of this parcel representing 0.741 acres will be assessed Prepared by: Governmental Management Services - Central Florida, LLC

EXHIBIT A
Legal Description of the Property
DESCRIPTION: A parcel of land lying in the Southeast 1/4 of Section 19. Township 26 South, Range 27 East. Polk County. Florida, being a portion of TRACTS 17 through 22, inclusive, of FLORIDA DEVELOPMENT COMPANY, as recorded in Plat Book 3, Pages 60 through 63, inclusive, of the Public Records of Polk County, Florida, and being more particularly described as follows:

Commence at the Southeast corner of said Section 19, run thence along the East boundary thereof, N.00°17' I0"W.. a distance of 660.13 feet; thence along the South boundary of TRACTS 17 through 24, inclusive, of said FLORIDA DEVELOPMENT COMPANY, and the Easterly extension thereof, S.88°48'08''W., a distance of925.72 feet, to the POINT OF BEGINNING; thence along the South boundary of the aforesaid TRACTS 17, through 22, inclusive, a portion of which also being the North boundary of COUNTRY WALK ESTATES, as recorded in Plat Book ill.,_ Page 36 and 37. of the Public Records of Polk County, Florida, continue, S.88°48'08"\V., a distance of 1701.37 feet to a point on the Easterly maintained right-of-way line of FDC ROAD GROVE; thence along said Easterly maintained right-of-way line, N.00°09'44"E .. a distance of648.42 feet to a point on the Southerly maintained right­ of-way line of HOLLY HILL GROVE ROAD 3; thence along said Southerly maintained right-of-way line,
N.88°51 '2l"E., a distance of 1695.95 feet; thence along the East boundary of the West 65.00 feet of the aforesaid TRACT 22, S.00°18'53"E., a distance of646.73 feet to the POINT OF BEGINNING.

LESS AND EXCEPT the right-of-way as set forth in Instrument Number 20 IO116489. LESS that portion described in that certain Quit Claim Deed in favor of Polk County. a political subdivision recorded in O.R. Book 12553. Pae:e
349. all in Public Records of Polk County. Florida.

AND

LESS AND EXCEPT Tracts D-4 & D-5, BRENTWOOD TOWNHOMES PHASE I, according to the map or plat thereof recorded in Plat Book 194. Page 16. Public Records of Polk County. Florida.

I
I
I	3
Stacy M. Butterfield POLK
CFN# 2024033956 OR BK 13005 PG 423 Pgs 0421-0423 02/13/2024 07:31:39 AM

LEGEND:

-
VICINITY MAP:
NOT TO SCALE
SURVEY NOTES:
	BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF THE SOUTHEAST 1/4 OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, AS BEING N89.59'19"E.
	LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS-OF-WAY, EASEMENTS, OWNERSHIP, ADJOINERS OR OTHER INSTRUMENTS OF RECORD.

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THIS SKETCH MEETS THE APPLICABLE "STANDARDS OF PRACTICE" AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL  SURVEYORS  AND  MAPPERS  IN  RULE
5J17.050-.052, FLORIDA ADMINISTRATIVE CODE.
THIS IS NOT A BOUNDARY SURVEY.
INFORMATION SHOWN HEREON ARE CALCULATED BASED ON RECORDED DEEDS RETRIEVED FROM THE POLK COUNTY PROPERTY APPRAISER WEBSITE, CERTIFIED CORNER RECORDS RETRIEVED FROM THE LAB/NS WEBSITE AND POLK COUNTY G/S. NO FIELD WORK WAS INVOLVED IN THE PREPARATION OF THIS SKETCH AND LEGAL.
THE ELECTRONIC S/GNA TUR£ HEREON IS IN COMPLIANCE WITH FLORIDA ADMINISTRATIVE CODE {FAC) SJ-17.062{3)

HENRY A. KILBURN
FLORIDA LICENSED SURVEYOR & MAPPER NO. LS 6661

DATE

>C,

-I

THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED
BY HENRY A. KILBURN, PSM 6661, ON 11/28/2023 PER FAC SJ-17.062(2).
THIS SURVEY IS NOT VALID WITHOUT TH£ ORIGINAL SIGNA TUR£ AND SEAL
OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
I	SHEET 1 OF 4
>	SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.
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KEY MAP:
NOT TO SCALE
20
291
SHEET 2 OF 4
SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.
	·,=.,1	De1111berry
-.

131 WEST KALEY STREET ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104
WWW.DEWBERRY.COM CERTIFICATE OF AUTHORIZATION No. LB 8011	

PREPARED FOR:	
-OF-			
WESTSIDE HANES CITY, CDD		CH DEV LLC	
{BRENTWOOD			
PHASES 2 & 3)			
SECTION 19,
TOWNSHIP 28 SOUTH, RANGE 27 EAST		DATE: 11/15/2023	PROJ: 50142055
REV DATE:	DRAWN BY.·WS	
POLK COUNTY	FLORIDA		SCALE 1» = N/A	CHECKED BY.· HAK	

LEGAL DESCRIPnON: 
A PORTION OF SECTION 19, TOWNSHIP 28 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE CENTER CORNER OF SAID SECTION 19; THENCE N88°59'19"E, ALONG THE NORTH LINE OF THE SE 1/4 OF SAID SECTION 19 A DISTANCE OF 992.29 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N88°59'19"E, A DISTANCE OF 661.52 FEET TO A POINT ON THE EAST LINE OF THE NORTHWEST 1/4	OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4	OF SAID SECTION 19; THENCE 500"19'15"£, ALONG SAID EAST LINE, A DISTANCE OF 661.64 FEET TO A POINT ON THE NORTH LINE OF THE SOUTHWEST 1/4	OF THE NORTHEAST 1/4	OF THE SOUTHEAST 1/4 OF SECTION 19; THENCE N88°55'21"E, ALONG THE SAID NORTH LINE, A DISTANCE OF 330.63 FEET TO A POINT ON THE EAST LINE OF THE EAST 1/2 OF THE SOUTHWEST 1/4	OF THE NORTHEAST 1/4	 OF THE SOUTHEAST 1/4	 OF SECTION 19; THENCE soo·18'JJ"E, ALONG SAID EAST LINE, A DISTANCE OF 661.26 FEET TO A POINT ON THE SOUTH LINE OF THE NORTH 1/2 OF THE SOUTHWEST 1/4	OF SECTION 19; THENCE S88°51'22"W, ALONG SAID NORTH LINE, A DISTANCE OF 991.52 FEET TO A POINT ON THE EAST LINE OF THE EAST 1/2 OF THE SOUTHEAST 1/4	OF THE NORTHEAST 1/4	 OF THE SOUTHWEST 1/4	OF SECTION 19; THENCE N00"20'37"W, ALONG SAID EAST LINE, A DISTANCE OF 163.38 FEET,· THENCE DEPARTING SAID EAST LINE, RUN N89°02'28"E, A DISTANCE OF 83.53 FEET,· THENCE Noo·57'32"w, A DISTANCE OF 57.00 FEET,· THENCE N89°02'28"E, A DISTANCE OF 76.00 FEET,· THENCE N00"57'09"W, A DISTANCE OF 894.67 FEET,· THENCE 589-01'45"W, A DISTANCE OF 60.10 FEET; THENCE Noo·57'32"w, A DISTANCE OF 57.02 FEET,· THENCE 589-02'28"W, A DISTANCE OF 15.00 FEET,· THENCE Noo·57'32"w, A DISTANCE OF 137.74 FEET,· THENCE S88°59'20"W, A DISTANCE OF 72.22 FEET TO A POINT ON THE EAST 1/2	OF THE
SOUTHEAST 1/4	OF THE NORTHEAST 1/4	OF THE SOUTHWEST 1/4	OF SECTION 19; THENCE N00"20'37"W, ALONG SIAD EAST LINE, A DISTANCE OF 15.00 FEET TO THE POINT OF BEGINNING.
LESS ALL RECORDED INTERIOR ROAD RIGHT OF WAYS CONTAINING 21 ACRES MORE OR LESS.

SHEET J OF 4	{SE£ SHEET 4 FOR SKETCH OF D£SCRIPnON)
SKETCH OF DESCRIPnON ONLY.	THIS IS NOT A SURVEY.

SKETCH OF DESCRIPTION	-.	De1111berry
·,=.,1

131 WEST KALEY STREET ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104
WWW.DEWBERRY.COM CERTIFICATE OF AUTHORIZATION No. LB 8011	

PREPARED FOR:	
-OF-			
WESTSIDE HANES CITY, CDD		CH DEV LLC	
{BRENTWOOD			
PHASES 2 & 3)			
SECTION 19,
TOWNSHIP 28 SOUTH, RANGE 27 EAST		DATE: 11/15/2023	PROJ: 50142055
REV DATE:	DRAWN BY.·WS	
POLK COUNTY	FLORIDA		SCALE 1» = N/A	CHECKED BY.· HAK	

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0	150	300

1 INCH = 300 FEET
SHEET 4 OF 4	(SE£ SHEET 3 FOR D£SCRtPnoN OF SKETCH)
SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

SKETCH OF DESCRIPTION	-.
·,=.,1	De1111berry
131 WEST KALEY STREET ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104
WWW.DEWBERRY.COM CERTIFICATE OF AUTHORIZATION No.LB 8011	

PREPARED FOR:						
-OF-								
WESTSIDE HANES CITY, CDD		CH DEV LLC						
{BRENTWOOD								
PHASES 2 & 3)								
SECTION 19,
TOWNSHIP 28 SOUTH, RANGE 27 EAST		DATE: 11/15/2023	PROJ: 50142055
REV DATE:	DRAWN BY.·WS						
POLK COUNTY	FLORIDA		SCALE 1» = 300'	CHECKED BY.· HAK						

(Not A Survey)

DESCRIPTION:

A portion of TRACTS D-4 and D-5 of BBRENTWOOD TOWNHOMES PHASE I, according to the plat thereof as recorded in Plat Book 194, Pages 16 through 19 of the public records of Polk County, Florida said parcel of land lying in Section 19, Township 26 South, Range 27 East, Polk County, Florida, and being more particularly described as follows:

BEGIN at the Northeast corner of said TRACT D-4, run thence along the South boundary of said BRENTWOOD TOWNHOMES PHASE I the following two (2) courses: (1) S.00°57'32"E., a distance of 38.88 feet; (2) S.89°01'45"W., a distance of 744.99 feet; thence N.00°58'18"W., a distance of 57.46 feet; thence N.89°02'28"E., a distance of 135.00 feet; thence S.00°57'32"E., a distance of 17.44 feet; thence N.89°02'28"E., a distance of 916.33 feet to a point on aforesaid South boundary; thence along said South boundary, S.88°51'21"W., a distance of 306.33 feet to the POINT OF BEGINNING.
Containing 0.741 acres, more or less.

SURVEYOR'S NOTES:
Bearings shown hereon are based on the South boundary of the of BRENTWOOD TOWNHOMES PHASE I, according to the plat thereof, as recorded in Plat Book 194, Pages 16 through 19 of the public records of Polk County, Florida being S.00°57'32"E. The grid bearing as shown hereon refer to the State Plane Coordinate System, North American Horizontal Datum of 1983 (NAD83-2011 adjustment) for the West zone of Florida.
I do hereby certify that this sketch & description was made under my supervision and meets the Standards of Practice set forth by the Florida Board of Professional Surveyors & Mappers stated in Rules 5J-17.051, 5J-17.052, and 5J-17-053, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes.								

Charles M. Arnett	LS6884	
	West Florida
213 Hobbs Street
Tampa, Florida 33619
Phone: (813) 248-8888
Fax: (813) 248-2266
www.geopointsurvey.com Licensed Business No.: LB 7768
GeoPoint						
	 CMA	 02/10/2024	 CMA							
	  GLK Real Estate							
	Revisions							

	

	

					

	

	

FILE PATH: P:\BRENTWOOD TOWNHOMES\PLAT\DESCRIPTION\BRENTWOOD TOWNHOMES PH 4 & 5 - DS OF PH 1 PORTION.DWG	LAST SAVED BY: CARNETT	01 of 02							
(Not A Survey)

Tract R-2
FDC GROVE ROAD

Tract D-4
Tract D-2

TRACT 17

PLANK PLACE

NORTH

0	75'	150'

1"=150'

TRACT 18

FLORIDA DEVELOPMENT COMPANY
Plat Book 3, Pages 60-63

Southeast 1/4 of Section 19-26S-27E

TRACT 19

  TRACT 14	

TRACT 20

POINT OF BEGINNING

TRACT 21

TRACT 12
See Sheet 1 for Signature & Revisions
West Florida
213 Hobbs Street
Tampa, Florida 33619
Phone: (813) 248-8888
Fax: (813) 248-2266
www.geopointsurvey.com Licensed Business No.: LB 7768

FILE PATH: P:\BRENTWOOD TOWNHOMES\PLAT\DESCRIPTION\BRENTWOOD TOWNHOMES PH 4 & 5 - DS OF PH 1 PORTION.DWG	LAST SAVED BY: CARNETT
02 of 02
Legal Descriptions – Cascades Phase 3 Subdivision

Parcel Number: 272630-708000-040131 (Per Book 10032, Pages 1308 - 1311):
THAT PART OF TRACT 13 IN THE SW 1/4 OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AS SHOWN ON THE PLAT OF "MAP OF FLORIDA DEVELOPMENT CO. TRACT LOCATED IN POLK COUNTY, FLORIDA" RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, PUBLIC RECORDS OF POLK COUNTY, FLORIDA DESCRIBED AS: BEGIN AT A POINT ON THE EAST BOUNDARY OF SAID TRACT 13,
495.13 FEET SOUTH OF THE NORTHEAST CORNER OF SAID TRACT 13, AND RUN SOUTH 00°03'28" WEST ALONG SAID EAST BOUNDARY, 151.28 FEET; THENCE SOUTH 89°01'41" WEST 101.28 FEET; THENCE NORTH 33°32'22" EAST 183.56 FEET TO THE POINT OF BEGINNING.

Parcel Number: 272630-708000-040097 (Per Book 10032, Pages 1308 - 1311):
A PORTION OF TRACTS 9, 10, 11, AND 12 IN THE SW 1/4 OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AS SHOWN ON THE PLAT OF "MAP OF FLORIDA DEVELOPMENT CO. TRACT LOCATED IN POLK COUNTY, FLORIDA, “RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63 OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA, DESCRIBED AS: BEGIN AT THE NORTHEAST CORNER OF SAID TRACT 12 AND RUN NORTH 89°02'03" EAST ALONG THE NORTH BOUNDARIES OF SAID TRACTS 10 AND 11, 589.37 FEET; THENCE S00° 05' 35" WEST, PARALLEL WITH THE EAST BOUNDARY OF TRACT 9, 616.31 FEET; THENCE NORTH 89°01'41" EAST TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF F.D.C. GROVE ROAD; THENCE SOUTH 00°05'35" WEST ALONG SAID RIGHT OF WAY LINE, 30.00 FEET TO A POINT ON THE SOUTH BOUNDARY OF SAID TRACT 9, THENCE SOUTH 89°01'41" WEST ALONG THE SOUTH BOUNDARIES OF SAID TRACTS 9, 10, 11, AND 12, 1310.43 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 12; THENCE NORTH 00°03'28" EAST ALONG THE WEST BOUNDARY OF SAID TRACT 12; 151.28 FEET; THENCE NORTH 33°32'22" EAST, 600.73 FEET TO THE POINT OF BEGINNING.

Parcel Number: 272630-707500-040051 (Per Book 10032, Pages 1308 - 1311):
THAT PART OF TRACTS 5, 6, 7, AND 8 IN THE SW 1/4 OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY FLORIDA, AS SHOWN ON THE PLAT OF "SUBDIVISION BY HOLLY HILL GROVE & FRUIT COMPANY POLK COUNTY, FLA", RECORDED IN PLAT BOOK 17, PAGE 35 OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA, DESCRIBED AS: BEGIN AT THE SOUTHWEST CORNER OF SAID TRACT 5 AND RUN NORTH 05°47'32" EAST, 501.06 FEET; THENCE NORTH 41°18'00" WEST, 195.07 FEET OF THE SOUTH LINE OF A PLATTED RIGHT OF WAY; THENCE NORTH 89°02'26" EAST ALONG SAID SOUTH RIGHT OF WAY LINE; 10581.61 FEET TO THE WESTERLY RIGHT OF WAY LINE OF F.D.C. GROVE ROAD; THENCE SOUTH 00°05'36" WEST ALONG SAID WESTERLY RIGHT OF WAY LINE, 30.00 FEET; THENCE SOUTH 89°02'26" WEST, 390.00 FEET; THENCE SOUTH 00°05'36" WEST, PARALLEL WITH THE EASTERLY BOUNDARY OF SAID TRACT 8,
616.31 FEET TO THE SOUTH BOUNDARY OF SAID TRACT 7; THENCE SOUTH 89°02'03" WEST, 589.37 FEET TO THE POINT OF BEGINNING.

Parcel Number: 272630-708000-030191 (Per Book 10032, Pages 1308 - 1311):
The SOUTH 1/2 OF TRACTS 19 AND 20, ALL OF TRACTS 21 THROUGH 24, INCLUSIVE AND ALL OF TRACTS 28, 29, AND 30 IN THE NORTHWEST 1/4 OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AS SHOWN ON THE PLAT OF "MAP OF FLORIDA DEVELOPMENT CO. TRACT LOCATED IN POLK COUNTY, FLORIDA" AS RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63 OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA, LESS AND EXCEPT: BEGIN AT THE SOUTHEAST CORNER OF SAID TRACT 24 (ON THE LAND LINE); AND RUN SOUTH 89°07'-1" WEST, ALONG THE SOUTH BOUNDARY OF SAID TRACTS 24 AND 23, 407.00 FEET; THENCE NORTH 00°05'34" EAST 613.83 FEET; THENCE NORTH 89°11'37" EAST, 407.00 FEET TO THE EAST BOUNDARY OF SAID TRACT 24; THENCE SOUTH 00°05'34" WEST, 613.30 FEET TO THE POINT OF BEGINNING.
Parcel Number: 272630-708000-030261 (Per Book 10543, Pages 1285 - 1288):
Tract 26 in the NW 1/4 of Section 30, Township 26 South, Range 27 East, FLORIDA DEVELOPMENT CO. TRACT, according to the map or plat thereof as recorded in Plat Book 3, Page 60, Public Records of Polk County, Florida. LESS AND EXCEPT from the above-described Tract 26 the real property described as follows:
A PORTION OF TRACT 26 IN THE NW 1/4 OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, ACCORDING TO THE PLAT OF "FLORIDA DEVELOPMENT COMPANY SUBDIVISION", RECORDED IN PLAT BOOK 3, PAGES 60-63, POLK COUNTY, FLORIDA, ALL BEING FURTHER DESCRIBED AS: BEGIN AT A 5/8" IRON ROD AND CAP "RLS 3781" STANDING AT THE NORTHEAST CORNER OF SAID TRACT 25, SAID POINT ALSO LIES ON THE WEST RIGHT-OF-WAY LINE (30' PLATTED RIGHT-OF-WAY WIDTH) OF FDC GROVE ROAD, AND RUN THENCE ALONG THE EAST LINE OF SAID TRACT 25, ALSO BEING SAID WEST RIGHT-OF-WAY LINE, S-00°07'00"-E, 643.72 FEET TO A 5/8" IRON ROD AND CAP "LB 8126" STANDING AT THE SOUTHEAST CORNER OF SAID TRACT 25, SAID POINT ALSO LIES ON THE NORTH PLATTED RIGHT-OF- WAY LINE (30' PLATTED RIGHT OF WAY WIDTH) OF A PLATTED STREET (NOT PHYSICALLY OPEN); THENCE DEPARTING SAID WEST RIGHT-OF-WAY LINE, AND ALONG THE SOUTH LINE OF SAID TRACT 25 AND SAID TRACT 26, ALSO ALONG SAID NORTH PLATTED RIGHT-OF-WAY LINE, S-88°55'22"-W, 417.44 FEET; THENCE DEPARTING SAID NORTH PLATTED RIGHT-OF-WAY LINE, N-00°07'00"-W, 644.16 FEET TO A POINT ON THE NORTH LINE OF SAID TRACT 26; THENCE ALONG THE NORTH LINE OF SAID TRACT 26 AND SAID TRACT 25 N-88°59'00"-E, 417.43 FEET TO THE POINT OF BEGINNING.

Parcel Number: 272630-708000-030250 (Per Book 10543, Pages 1065 - 1067):
ALL OF TRACT 25, AND A PORTION OF TRACT 26, ALL LYING IN THE NW 1/4 OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, ACCORDING TO THE PLAT OF "FLORIDA DEVELOPMENT COMPANY SUBDIVISION", RECORDED IN PLAT BOOK 3, PAGES 60-63, POLK COUNTY, FLORIDA, ALL BEING FURTHER DESCRIBED AS: BEGIN AT A 5/8" IRON ROD AND CAP "RLS 3781" STANDING AT THE NORTHEAST CORNER OF SAID TRACT 25, SAID POINT ALSO LIES ON THE WEST RIGHT-OF-WAY LINE (30' PLATTED RIGHT- OF-WAY WIDTH) OF FDC GROVE ROAD, AND RUN THENCE ALONG THE EAST LINE OF SAID TRACT 25, ALSO BEING SAID WEST RIGHT-OF-WAY LINE, S-00° 07' 00" -E, 643.72 FEET TO A 5/8" IRON ROD AND CAP "LB 8126" STANDING AT THE SOUTHEAST CORNER OF SAID TRACT 25, SAID POINT ALSO LIES ON THE NORTH PLATTED RIGHT-OF-WAY LINE (30' PLATTED RIGHT OF WAY WIDTH) OF A PLATTED STREET (NOT PHYSICALLY OPEN); THENCE DEPARTING SAID WEST RIGHT-OF-WAY LINE, AND ALONG THE SOUTH LINE OF SAID TRACT 25 AND SAID TRACT 26, ALSO ALONG SAID NORTH PLATTED RIGHT-OF-WAY LINE, S-88° 55' 22" -W, 417.44 FEET; THENCE DEPARTING SAID NORTH PLATTED RIGHT-OF-WAY LINE, N-00° 07' 00" - W, 644.16 FEET TO A POINT ON THE NORTH LINE OF SAID TRACT 26; THENCE ALONG THE NORTH LINE OF SAID TRACT 26 AND SAID TRACT 25 N-88° 59' 00" -E, 417.43 FEET TO THE POINT OF BEGINNING.
LEGAL DESCRIPTION
PROPOSED “WYNNSTONE” SUBDIVISION PHASE 1 BOND ISSUANCE BOUNDARY
Revised 2-22-2024

NOTES:
PERIMETER BOUNDARY INFORMATION BASED ON “ALTA/NSPS LAND TITLE SURVEY”, PREPARED BY GEO POINT SURVEYING, INC., JOB# 1001945-LEN WS 001, FIELD SURVEY DATE: OCTOBER 26, 2023, AND “BOUNDARY SURVEY”, PREPARED BY GEO POINT SURVEYING, INC., JOB #1001945-GLK WS-002, FIELD SURVEY DATE: DECEMBER 19, 2023, BOTH WERE RELIED UPON AS BEING COMPLETED AND CORRECT.
INTERIOR ROADWAYS AND LOT CONFIGURATION BASED ON “CONCEPTUAL SITE PLAN-SINGLE FAMILY”, WYNNSTONE SINGLE FAMILY, POLK COUNTY, FLORIDA”, PREPARED BY ABSOLUTE ENGINEERING, INC. JOB # 19-0009-0010, AND WAS RELIED UPON AS BEING COMPLETE AND CORRECT.
ALL OF TRACTS 1, 2, 3, AND 4 IN THE NORTHWEST ¼ OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, BEING WITHIN THE PLAT OF “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, AS RECORDED IN PLAT BOOK 3, PAGES 60 TO 63 (INCLUSIVE), OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA;
AND
ALL OF TRACTS 1, 2, 3, 4, 13, 14, 15, AND 16 IN THE SOUTHWEST ¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, BEING WITHIN THE PLAT OF “HOLLY HILL GROVE & FRUIT COMPANY”, AS RECORDED IN PLAT BOOK 17, PAGE 34 OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA;
AND
ALL OF TRACTS 5, 6, 12, 17, 18, 19, 28, 29, 30, 31, AND 32 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
AND
PARTS OF TRACTS 9, 10, 11, 20, 21, 22, 23, AND 24 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
AND
ALL OF THE SOUTH 150.00 FEET OF TRACTS 1 AND 2 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
AND
PART OF THE SOUTH 150.00 FEET OF TRACT 3 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
AND
ALL OF TRACTS 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 27, 28, 29, 30, 31 AND 32 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH

ALL OF THAT PLATTED RIGHT-OF-WAY (30.00 FEET TOTAL WIDTH), LYING NORTH OF AND ADJOINING THE NORTH BOUNDARY OF TRACTS 1, 2, 3 AND 4 IN THE NORTHWEST ¼ OF SAID SECTION 30, AND LYING SOUTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACTS 29, 30, 31, AND 32 IN THE SOUTHWEST ¼ OF SAID SECTION 19, ALL BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH
ALL OF THAT PLATTED 15.00 FEET WIDE RIGHT-OF-WAY LYING NORTH OF AND ADJOINING THE NORTH BOUNDARY OF TRACTS 17, 18, 19, 20, 21, 22, 23, AND 24 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH
ALL OF THAT PLATTED 15.00 FEET WIDE RIGHT-OF-WAY LYING SOUTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACTS 13, 14, 15, AND 16 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “HOLLY HILL GROVE & FRUIT COMPANY”;

1925 BARTOW ROAD  LAKELAND, FL 33801
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LEGAL DESCRIPTION CONSISTS OF FOUR (4) PAGES, AND IS NOT COMPLETE WITHOUT ALL PAGES
REVISION 1 02/22/24
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TOGETHER WITH

ALL OF THAT MAINTAINED RIGHT-OF-WAY (WIDTH VARIES) ACCORDING TO MAP BOOK 17, PAGES 93 TO 99 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA, LYING NORTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACTS 9, 10, 11, AND 12 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH
ALL OF THAT 15.00 FEET WIDE PLATTED RIGHT-OF-WAY LYING EAST OF AND ADJOINING THE EAST BOUNDARY OF TRACTS 9 AND 24, AND ALL OF THAT MAINTAINED RIGHT-OF-WAY ACCORDING TO MAP BOOK 18, PAGES 43 TO 61 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA, LYING WEST OF AND ADJOINING THE EAST BOUNDARY OF TRACTS 9 AND 24, ALL IN THE SOUTHWEST ¼ OF SAID SECTION 19, AND BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”;
TOGETHER WITH
ALL OF THAT REMAINING 15.00 FEET WIDE PLATTED RIGHT-OF-WAY LYING NORTH OF AND ADJOINING THE NORTH BOUNDARY OF TRACT 4 IN THE SOUTHWEST ¼ OF SAID SECTION 19, AND BEING WITHIN THE PLAT OF SAID “HOLLY HILL GROVE & FRUIT COMPANY”, LYING EAST OF THE EASTERLY BOUNDARY OF THE VACATED RIGHT-OF-WAY ACCORDING TO THE OFFICIAL RECORDS BOOK 8483, PAGE 400, PUBLIC RECORDS OF POLK COUNTY, FLORIDA;
AND TOGETHER WITH
ALL OF THAT REMAINING 15.00 FEET WIDE PLATTED RIGHT-OF-WAY LYING SOUTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACT 29 IN THE NORTHWEST ¼ OF SAID SECTION 19, AND BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, LYING EAST OF THE EASTERLY BOUNDARY OF THE VACATED RIGHT-OF-WAY ACCORDING TO THE OFFICIAL RECORDS BOOK 8483, PAGE 400, PUBLIC RECORDS OF POLK COUNTY, FLORIDA;
AND TOGETHER WITH

ALL OF THAT PLATTED RIGHT-OF-WAY (30.00 FEET TOTAL WIDTH) LYING NORTH OF AND ADJOINING THE NORTH BOUNDARY OF TRACTS 5 AND 6 IN THE SOUTHWEST ¼ OF SECTION 19, AND LYING SOUTH OF AND ADJOINING THE SOUTH BOUNDARY OF TRACTS 27 AND 28 IN THE NORTHWEST ¼ OF SECTION 19, ALL BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”.

DESCRIPTION:
ALL BEING MORE PARTICULARLY DESCRIBED AS:
COMMENCE AT A 4” X 4” CONCRETE MONUMENT AND CAP “RLS3781” STANDING AT THE WEST ¼ (QUARTER) CORNER OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AND RUN THENCE ALONG THE WEST BOUNDARY OF THE NORTHWEST ¼ OF SAID SECTION 30, N-00°04'07”-W, 1985.41 FEET; THENCE DEPARTING SAID WEST BOUNDARY, RUN N-89°55'53”-E, 15.00 FEET TO THE SOUTHWEST CORNER OF TRACT 1 IN THE NORTHWEST ¼ OF SAID SECTION 30, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, SAID POINT IS ALSO THE POINT OF BEGINNING; THENCE ALONG THE WEST BOUNDARY OF SAID TRACT 1 AND ITS NORTHERLY PROJECTION , N-00°04'07”-W, 661.71 FEET TO A PONT ON THE NORTH BOUNDARY OF THE NORTHWEST ¼ OF SAID SECTION 30, SAID POINT IS ALSO ON THE SOUTH BOUNDARY OF THE SOUTHWEST ¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA; THENCE ALONG THE WEST BOUNDARY OF TRACT 17 AND 32 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT,” AND THE SOUTHERLY AND NORTHERLY PROJECTION THEREOF, ALSO BEING THE EASTERLY PLATTED RIGHT-OF-WAY PER PLAT BOOK 3, PAGES 60 TO 63 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA, CONTINUE ALONG THE WEST BOUNDARY OF TRACTS 1 AND 16 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “HOLLY HILL GROVE & FRUIT COMPANY”, AND THE SOUTHERLY AND NORTHERLY PROJECTION THEREOF, ALSO BEING THE EASTERLY PLATTED RIGHT-OF-WAY PER PLAT BOOK 17, PAGE 34, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, CONTINUE ALONG THE WEST BOUNDARY OF TRACTS 17 AND 32 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, AND THE SOUTHERLY AND NORTHERLY PROJECTIONS THEREOF, ALSO BEING THE EASTERLY PLATTED RIGHT-OF-WAY PER PLAT BOOK 3, PAGES 60 TO 63 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA, CONTINUE ALONG THE WEST BOUNDARY OF TRACTS 1 AND 16 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, AND THE SOUTHERLY PROJECTION THEREOF, ALSO BEING THE EASTERLY PLATTED RIGHT-OF-WAY PER PLAT BOOK 3, PAGES 60 TO 63, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, RUN N-00°04'06”-W, 4785.68 FEET TO A 5/8” IRON ROD AND CAP “LB5073” STANDING AT THE NORTHWEST CORNER OF THE SOUTH 150.00 FEET OF SAID TRACT 1, SAID POINT IS ALSO THE SOUTHWEST CORNER OF SUNSET RIDGE PHASE 2”, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 126, PAGES 36 TO 41 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE DEPARTING SAID WEST BOUNDARY AND SAID EASTERLY RIGHT-OF-WAY, RUN ALONG THE NORTH BOUNDARY OF THE SOUTH 150.00

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FEET OF TRACTS 1, 2, AND 3 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, ALSO BEING THE SOUTH BOUNDARY OF SAID “SUNSET RIDGE PHASE 2”, RUN N-89°08'35”-E, BASIS OF BEARING FOR THIS DESCRIPTION, 1061.45 FEET; THENCE DEPARTING SAID NORTH BOUNDARY OF THE SOUTH 150.00 FEET OF TRACTS 1, 2, AND 3, AND DEPARTING THE SOUTH BOUNDARY OF SAID “SUNSET RIDGE PHASE 2, RUN S-00°11'00”-E, 150.01 FEET TO A POINT ON THE NORTH BOUNDARY OF TRACT 14 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE CONTINUE ALONG THE NORTH BOUNDARY OF SAID TRACT 14, AND CONTINUE ALONG THE NORTH BOUNDARY OF TRACT 13 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, RUN N-89°08'35”-E, 460.61 FEET TO A 4” X 4” CONCRETE MONUMENT AND CAP “LB 8112” STANDING AT THE NORTHEAST CORNER OF SAID TRACT 13, SAID POINT ALSO BEING THE NORTHWEST CORNER OF “NATURES RESERVE PHASE 1” ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 162, PAGES 47 TO 49 (INCLUSIVE) PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG THE EAST BOUNDARY OF SAID TRACT 13 AND ITS SOUTHERLY PROJECTION, ALSO BEING THE WEST BOUNDARY OF SAID “NATURES RESERVE PHASE 1”, RUN S-00°20'10”-E, 676.06 FEET TO THE NORTHWEST CORNER OF TRACT 21 IN THE NORTHWEST
¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE ALONG THE NORTH BOUNDARY OF SAID TRACT 21, AND CONTINUE ALONG THE NORTH BOUNDARY OF TRACT 22 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, RUN N-89°06'00”-E, 662.14 FEET TO A 5/8” IRON ROD WITH NO IDENTIFICATION STANDING AT THE NORTHEAST CORNER OF SAID TRACT 22; THENCE ALONG THE EAST BOUNDARY OF SAID TRACT 22 AND THE EAST BOUNDARY OF TRACT 27 IN THE NORTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT,” AND ITS SOUTHERLY PROJECTION, ALSO BEING THE WEST BOUNDARY OF SAID “NATURES RESERVE PHASE 1” AND ITS SOUTHERLY PROJECTION, AND CONTINUE ALONG THE EAST BOUNDARY OF TRACT 6 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, AND ITS NORTHERLY AND SOUTHERLY EXTENSIONS, RUN S-00°21'46”-E, 1976.46 FEET; THENCE S-89°00'33”-W,
115.96 FEET; THENCE S-89°55'13”-W, 168.00 FEET; THENCE S-00°04'47”-E, 110.00 FEET; THENCE N-89°55'13”-E, 30.23 FEET; THENCE S-00°04'47”-E, 40.00 FEET; THENCE N-89°55'13”-E, 85.00 FEET; THENCE S-00°04'47”-E, 480.00 FEET; THENCE N-89°55'13”-E, 85.00 FEET TO A POINT OF CURVE CONCAVE NORTHERLY; THENCE NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-44°55'13”-E, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE N-89°55'13”-E, 40.00 FEET TO A POINT OF CURVE CONCAVE EASTERLY; THENCE SOUTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-45°04'47”-E, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE N-89°55'13”-E, 170.00 FEET TO A POINT OF CURVE CONCAVE NORTHERLY; THENCE NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-44°55'13”-E, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE N-89°55'13”-E, 40.00 FEET TO A POINT OF CURVE CONCAVE EASTERLY; THENCE SOUTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-45°04'47”-E, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE N-89°55'13”-E, 155.00 FEET; THENCE N-00°04'47”-W, 120.00 FEET; THENCE N-89°55'13”-E, 5.00 FEET TO A POINT OF CURVE CONCAVE NORTHERLY; THENCE NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 75.00 FEET, A CENTRAL ANGLE/DELTA OF 59°12'40”, A CHORD BEARING OF N-60°18'52”-E, A CHORD DISTANCE OF 74.10 FEET, FOR AN ARC LENGTH OF 77.57 FEET; THENCE ALONG A NON-RADIAL LINE, N-89°55'13”-E, 133.06 FEET; THENCE N-00°05'16”-W, 489.86 FEET TO A POINT ON THE NORTH BOUNDARY OF TRACT 9 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE ALONG SAID NORTH BOUNDARY, N-89°05'03”-E, 19.99 FEET TO A POINT ON THE WESTERLY MAINTAINED RIGHT-OF-WAY OF FDC GROVE ROAD, ACCORDING TO MAP BOOK 18, PAGES 43 TO 61 (INCLUSIVE), PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE DEPARTING SAID NORTH BOUNDARY AND ALONG SAID WESTERLY MAINTAINED RIGHT-OF-WAY THE FOLLOWING SIX (6) COURSES: 1) S-00°27'36”-E, 607.85 FEET; THENCE 2) S-18°10'05”-W,
18.77 FEET; THENCE 3) S-10°22'17”-E, 53.68 FEET; THENCE 4) S-00°22'39”-E, 197.61 FEET; THENCE 5) S-01°12'23”-W, 332.36 FEET; THENCE 6) S-00°27'05”-W, 118.81 FEET TO A POINT ON THE SOUTH BOUNDARY OF TRACT 24 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE DEPARTING SAID WESTERLY MAINTAINED RIGHT-OF-WAY, AND ALONG THE SOUTH BOUNDARY OF SAID TRACT 24, RUN S-89°08'17”-W, 20.02 FEET; THENCE DEPARTING SAID SOUTH BOUNDARY, RUN N-00°05'16”-W, 490.71 FEET; THENCE S-89°55'13”-W, 126.36 FEET; THENCE ALONG A RADIAL LINE, S-52°13'40”-W, 15.00 FEET TO A POINT ON A CURVE CONCAVE SOUTHWESTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 75.00 FEET, A CENTRAL ANGLE/DELTA OF 52°18'27”, A CHORD BEARING OF N-63°55'34”-W, A CHORD DISTANCE OF 66.12 FEET, FOR AN ARC LENGTH OF 68.47 FEET; THENCE S-89°55'13”-W, 5.00 FEET; THENCE N-00°04'47”-W,
120.00 FEET; THENCE S-89°55'13”-W, 155.00 FEET TO A POINT OF CURVE CONCAVE SOUTHERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-44°55'13”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 40.00 FEET TO A POINT OF CURVE CONCAVE WESTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-45°04'47”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 170.00 FEET TO A POINT OF CURVE CONCAVE SOUTHERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-44°55'13”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 40.00 FEET TO A POINT OF CURVE CONCAVE WESTERLY; THENCE

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CERTIFICATE OF AUTHORIZATION NO. 32508
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LEGAL DESCRIPTION CONSISTS OF FOUR (4) PAGES, AND IS NOT COMPLETE WITHOUT ALL PAGES
REVISION 1 02/22/24
PAGE 3 OF 4
NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-45°04'47”-W, A CHORD DISTANCE OF 35.36 FEET FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 170.00 FEET TO A POINT ON A CURVE CONCAVE SOUTHERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-44°55'13”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 40.00 FEET TO A POINT OF CURVE CONCAVE WESTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-45°04'47”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 170.00 FEET TO A POINT OF CURVE CONCAVE SOUTHERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF S-44°55'13”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 40.00 FEET TO A POINT OF CURVE CONCAVE WESTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE/DELTA OF 90°00'00”, A CHORD BEARING OF N-45°04'47”-W, A CHORD DISTANCE OF 35.36 FEET, FOR AN ARC LENGTH OF 39.27 FEET; THENCE S-89°55'13”-W, 85.00 FEET; THENCE S-00°04'47”-E, 481.18 FEET; THENCE S-22°12'50”-E, 88.48 FEET; THENCE S-46°46'12”-E, 81.16 FEET; THENCE S-70°05'16”-E, 72.63 FEET; THENCE N-89°55'13”-E, 202.89 FEET TO THE NORTHEAST CORNER OF TRACT 28 IN THE SOUTHWEST ¼ OF SAID SECTION 19, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”; THENCE ALONG THE EAST BOUNDARY OF SAID TRACT 28, RUN S-00°21'05”-E, 647.48 FEET TO THE SOUTHEAST CORNER OF SAID TRACT 28; THENCE ALONG THE SOUTH BOUNDARY OF SAID TRACT 28, RUN S-89°03'32”-W,
331.81 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 28; THENCE DEPARTING SAID SOUTH BOUNDARY, RUN S-00°20'33”-E, 15.00 FEET TO A POINT ON THE SOUTH BOUNDARY OF THE SOUTHWEST ¼ OF SAID SECTION 19, ALSO BEING A POINT ON THE NORTH BOUNDARY OF THE NORTHWEST ¼ OF SAID SECTION 30; THENCE ALONG THE EAST BOUNDARY OF TRACT 4 IN THE NORTHWEST ¼ OF SAID SECTION 30, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT,” AND ITS NORTHERLY PROJECTION, RUN S-00°07'14”-E, 660.05 FEET TO THE SOUTHEAST CORNER OF SAID TRACT 4; THENCE ALONG THE SOUTH BOUNDARY OF SAID TRACT 4, AND CONTINUE ALONG THE SOUTH BOUNDARY OF TRACTS 1, 2, AND 3 IN THE NORTHWEST ¼ OF SAID SECTION 30, BEING WITHIN THE PLAT OF SAID “MAP OF FLORIDA DEVELOPMENT CO. TRACT”, RUN S-89°06'13”-W, 1544.95 FEET TO THE POINT OF BEGINNING.
CONTAINING: 234.358 ACRES, MORE OR LESS.

1925 BARTOW ROAD  LAKELAND, FL 33801
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CERTIFICATE OF AUTHORIZATION NO. 32508
(NOT A SURVEY)
LEGAL DESCRIPTION CONSISTS OF FOUR (4) PAGES, AND IS NOT COMPLETE WITHOUT ALL PAGES
REVISION 1 02/22/24
PAGE 4 OF 4

200

100	0

200

400
TRACT 12	TRACT NUMBER PER "MAP OF FLORIDA DEVELOPMENT CO. TRACT", PER PLAT BOOK 3, PAGES 60-63 TRACT 2
H.H.G.&F. CO.  TRACT NUMBER PER "HOLLY HILL GROVE & FRUIT COMPANY", PER PLAT BOOH 17, PAGE 34
Scale: 1" = 200'

P.O.B.	POINT OF BEGINNING

(RAD)	RADIAL

(NR)	NON RADIAL

BEARINGS SHOWN HEREON ARE BASED ON THE NORTH BOUNDARY OF THE SOUTH 150 FEET OF TRACTS 1, 2 AND 3, IN THE NORTHWEST 1/4 OF SECTION 19, ALSO BEING THE SOUTH BOUNDARY OF "SUNSET RIDGE PHASE 2", AS RECORDED IN PLAT BOOK 126, PAGES 36 - 41, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, HAVING A GRID BEARING OF N-89°08'35"-E. THE GRID BEARINGS AS SHOWN HEREON REFER TO THE STATE OF FLORIDA COORDINATE SYSTEM, NORTH AMERICAN HORIZONTAL DATUM OF 1983 (NAD 83-2011 ADJUSTMENT) FOR THE WEST ZONE OF FLORIDA.

1

1

1
1

EAST BOUNDARY OF TRACT 6

WESTERLY MAINTAINED R/W LINE

Curve Table	Curve Table

Curve #
Length

Radius

Delta
Chord Length
Chord Bearing

Curve # Length Radius	Delta	Chord Length Chord Bearing

1	C1		INTENTIONALLY OMITTED			C9	39.27'	25.00'	90° 00' 00"	35.36'	S44° 55' 13"W	
1	C2		INTENTIONALLY OMITTED			C10	39.27'	25.00'	90° 00' 00"	35.36'	N45° 04' 47"W	
	C3	39.27'	25.00'  90° 00' 00"	35.36'	N44° 55' 13"E	C11	39.27'	25.00'	90° 00' 00"	35.36'	S44° 55' 13"W	
	C4	39.27'	25.00'  90° 00' 00"	35.36'	S45° 04' 47"E	C12	39.27'	25.00'	90° 00' 00"	35.36'	N45° 04' 47"W	
	C5	39.27'	25.00'  90° 00' 00"	35.36'	N44° 55' 13"E	C13	39.27'	25.00'	90° 00' 00"	35.36'	S44° 55' 13"W	
	C6	39.27'	25.00'  90° 00' 00"	35.36'	S45° 04' 47"E	C14	39.27'	25.00'	90° 00' 00"	35.36'	N45° 04' 47"W	
	C7	77.51'	75.00'  59° 12' 40"	74.10'	N60° 18' 52"E	C15	39.27'	25.00'	90° 00' 00"	35.36'	S44° 55' 13"W	
	C8	68.47'	75.00'  52° 18' 27"	66.12'	N63° 55' 34"W	C16	39.27'	25.00'	90° 00' 00"	35.36'	N45° 04' 47"W	

SHEET:
Exhibit C
Legal Description of Series 2024 Assessment Area
Exhibit D
Maturities and Coupons of Series 2024 Bonds
Exhibit E
Sources and Uses of Funds for Series 2024 Bonds
Exhibit F
Annual Debt Service Payment Due on Series 2024 Bonds

Section VI

THIS ACKNOWLEDGEMENT AND ACCEPTANCE OF ASSIGNMENT OF DEVELOPER AGREEMENTS (COMPLETION, COLLATERAL ASSIGNMENT, ACQUISITION, AND CONTINUING DISCLOSURE) (ASSESSMENT AREA TWO BONDS)
(“Agreement”) is made and entered into as of this 	 day of 	2024, by and between:

Westside Haines City Community Development District, a local unit of special- purpose government established pursuant to Chapter 190, Florida Statutes, being situated partially in unincorporated Polk County (the “County”), and partially in the City of Haines City, Florida (the “City”), with a mailing address of 219 East Livingston Street, Orlando Florida 32801 (the “District”); and

GLK Real Estate, LLC, a Florida limited liability company, the owner and primary developer of lands within the District, with a mailing address of 346 E. Central Avenue, Winter Haven, Florida 33880, and its successors and assigns (the “Developer” or “Landowner”); and
Lennar Homes, LLC, a Florida limited liability company, a builder within the Series 2024 Assessment Area Lands (hereinafter defined) and potential assignee of the below referenced Developer Agreements as set forth herein, with a mailing address of 6675 Westwood Blvd, 5th Floor, Orlando, FL 32821 (“Lennar”); and

HBWB Development Services, LLC, a Florida limited liability company, a builder within the Series 2024 Assessment Area Lands and potential assignee of the below referenced Developer Agreements as set forth herein, with a mailing address of 4065 Crescent Park Drive, Riverview, FL 33578 (“HBWB”); and
Stanley Martin Homes, LLC, a Delaware limited liability company, a builder within the Series 2024 Assessment Area Lands and potential assignee of the below referenced Developer Agreements as set forth herein, with a mailing address of 4700 Millenia Boulevard, Suite 290, Orlando, FL 32839 (“Stanley Martin”); and

Meritage Homes of Florida, Inc., a Florida corporation, a builder within the Series 2024 Assessment Area Lands and potential assignee of the below referenced Developer Agreements as set forth herein, with a mailing address of 5337 Millenia Lakes Blvd. #125, Orlando, FL 32839 (“Meritage” and collectively with Lennar, HBWB, and Stanley Martin, the “Builders”).
RECITALS1

WHEREAS, the District was established by an ordinance adopted by the County Commission of Polk County, Florida, pursuant to the Uniform Community Development District Act of 1980, Chapter 190, Florida Statutes, as amended (the “Act”), and is validly existing under the Constitution and laws of the State of Florida; and

WHEREAS, the Act authorizes the District to issue bonds for the purpose, among others, of planning, financing, constructing, operating and/or maintaining certain infrastructure, including stormwater management facilities, water and sewer utilities, roadways, irrigation, off-site improvements, landscape and hardscape, street lighting, parks and recreation, and other infrastructure authorized pursuant to Chapter 190, Florida Statutes, within or without the boundaries of the District; and
WHEREAS, the District adopted an improvement plan to finance the planning, design, acquisition, construction, and installation of certain infrastructure improvements, facilities, and services, as detailed in the Westside Haines City Community Development District Second Amended and Restated Engineer’s Report, dated 	 (the “Engineer’s Report”), attached to this Agreement as Exhibit A (the improvements specified in the Engineer’s Report related to the Assessment Area Two Bonds, the “Assessment Area Two Project” and the lands specified therein, the “Assessment Area Two Lands” or “Assessment Area Two”), are identified therein; and

WHEREAS, the Assessment Area Two Project includes improvements related to that portion of the development known as “Wynnstone Single Family – Phase 1” (such improvements being hereinafter referred to as the “Wynnstone Project”), with an estimated cost of the Wynnstone Project as $	; and

WHEREAS, the District has issued its Westside Haines City Community Development District Special Assessment Bonds (Assessment Area Two Project), in the principal amount of
$	 (the “Assessment Area Two Bonds”) to fund the planning, design, permitting, construction and/or acquisition of a portion of the Assessment Area Two Project, and has imposed debt special assessments on the Assessment Area Two lands (the “Assessment Area Two Special Assessments”), to secure the Assessment Area Two Bonds, a portion of which Assessment Area Two Bonds includes funding for the Wynnstone Project as more specifically set forth therein; and

WHEREAS, that portion of the proceeds from the Assessment Area Two Bonds which are anticipated to finance the Wynnstone Project in the amount of $	 are separately segregated in a subaccount of the Acquisition and Construction Account in the District’s trust accounts and shall only be used for improvements related to the Wynnstone Project (hereinafter, the “Wynnstone Project Subaccount of the Assessment Area Two Construction Account”)

WHEREAS, the Master Assessment Methodology, dated March 29, 2021, as supplemented by that Supplemental Assessment Methodology-Assessment Area Two, dated 	, 2024

1 Capitalized terms herein not defined shall have the definition contained in the Developer Agreements.
(collectively, the “Assessment Report”), attached hereto as Composite Exhibit B, and incorporated herein by this reference, sets forth the specific terms of the Assessment Area Two Special Assessments; and

WHEREAS, to secure the repayment of the Assessment Area Two Bonds, the District’s Board of Supervisors (the “Board”) adopted Resolution Nos. 2021-25, 2021-26, 2021-29, and 2024-
  (the “Assessment Resolutions”), and thereby levied the Assessment Area Two Special Assessments; and
WHEREAS, in connection with the issuance of the Assessment Area Two Bonds, the District entered into various agreements (together, the “Developer Agreements”) with the Developer, including but not limited to:

Completion Agreement (Assessment Area Two Bonds) (the “Completion Agreement”), which subject to the terms of the Completion Agreement, requires the Developer to complete the Assessment Area Two Project, including the Wynnstone Project, to the extent that the District does not issue sufficient bond proceeds to fund the Assessment Area Two Project; and

Collateral Assignment and Assumption Agreement (Assessment Area Two Bonds) (the “Collateral Assignment”), which subject to the terms of the Collateral Assignment, requires the Developer to provide certain development rights in the event of a default, including for performance and completion of the Wynnstone Project; and

Acquisition Agreement (Assessment Area Two Bonds) (the “Acquisition Agreement”), which subject to the terms of the Acquisition Agreement, provides for the acquisition of Assessment Area Two Project, including improvements and work product, as well as the process by which such improvements and work product shall be acquired by the District, a portion of which correspond to the Wynnstone Project; and

Continuing Disclosure Agreement (Assessment Area Two Bonds) (the “Continuing Disclosure Agreement”), that requires the Developer to provide certain information to the District’s Disclosure Agent for dissemination to the bond holders; and

WHEREAS, in the event that the Developer defaults under that certain Post-Closing Development Agreement entered into by and between the Developer and the Builders (“JDA”) on even date with this Agreement, a memorandum of which will be recorded in Polk County public records, Developer may partially assign its rights and obligations under any of the Developer Agreements to the extent they pertain to the Wynnstone Project to one or more of the Builders, and Builders agree that each has the right, but not the obligation, to accept a partial assignment of any of the Developer Agreements, to the extent they pertain to the Wynnstone Project; and

WHEREAS, in accordance with the JDA, concurrent herewith, the Developer is depositing Three Million Three Hundred Eighty Thousand Dollars and Zero Cents ($3,380,000) with the District for the primary purpose of ensuring that the amenity center (including parking areas, pavilion with
restroom facilities, pool, all-purpose playfields and walking trails), landscaping, irrigation and entry features, for the Wynnstone Project, as defined in the District Engineer’s Report for the Assessment Area Two Project (collectively herein referred to as, “Wynnstone Amenity”) is completed (“Amenity Deposit”), and the District will hold the Amenity Deposit in a segregated account earmarked to be used for construction and/or acquisition of the Wynnstone Amenity and such other purposes as permitted in this Agreement; and

WHEREAS, the Developer retains all rights and responsibilities for all other portions of the Assessment Area Two Project outside of the Wynnstone Project.

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

RECITALS. The recitals so stated are true and correct and by this reference are incorporated into and form a material part of this Agreement.
COMPLETION OBLIGATION. The Completion Agreement continues to apply in full force and effect, such that, and without intending to alter the terms of the Completion Agreement, the Developer remains obligated to complete the Assessment Area Two Project.

COLLATERAL ASSIGNMENT. The Collateral Assignment continues to apply in full force and effect, such that, and without intending to alter the terms of the Collateral Assignment, the Developer continues to be obligated to collaterally assign to the District, as specifically set forth therein, any and all of Developer’s Development Rights (as defined in the Collateral Assignment) to the extent relating to development of the Wynnstone Project. The District acknowledges and agrees that after a default by the Developer occurs under the JDA, one or more of the Builders may accept an assignment of any or all of Developer’s Development Rights relating to the development of the Wynnstone Project. In the event of any such assignment of the Development Rights to one or more of the Builders, the District agrees that such Builder(s) shall have the right to utilize the Development Rights assigned in the Collateral Assignment during such time period that the District’s rights to exercise the development rights remain inchoate in accordance with the terms of the Collateral Assignment. The District further grants to each Builder the non-exclusive right and license to utilize the Development Rights, following the District’s exercise of its rights under Section 2(b) of the Collateral Assignment, in the event of a default by the Developer under the JDA and the District agrees to execute such further consents, licenses or other agreements necessary to evidence any Builder’s right to utilize the Development Rights as provided in this Section.
ACQUISITION OF IMPROVEMENTS, REAL PROPERTY AND WORK
PRODUCT. The Acquisition Agreement continues to apply in full force and effect, such that, and without intending to alter the terms of the Acquisition Agreement, the Developer may partially assign its rights and obligations under the Acquisition Agreement to one or more of the Builders to the extent such rights relate to the Wynnstone Project, and, to the extent of any such partial assignment to one or more of the Builders, such Builder(s) shall be entitled to reimbursement for costs associated with the Wynnstone Project, to the extent any proceeds of the Assessment Area Two Bonds remain
available in the Wynnstone Project Subaccount of the Assessment Area Two Construction Account, and the District shall be obligated to take ownership of completed real property interests, infrastructure, improvements and work product from the Builders or the Developer (to the extent of their ownership of any such real property interests, infrastructure, improvements and work product) in accordance with the terms of the Acquisition Agreement. The Developer and the Builders (only to the extent of any such Builder’s ownership of the real property interests, infrastructure, improvements and work product), as applicable, will be obligated to provide or cause to be provided to the District, such real property interests, infrastructure, improvements and work product necessary for the perpetual operation and maintenance of the improvements identified in the Engineer’s Report as they relate to the Wynnstone Project and shall be required to comply with the terms of the Acquisition Agreement and any other applicable documents or laws in order to be entitled to proceeds of the Assessment Area Two Bonds.

REAL PROPERTY CONVEYANCE AND AMENITY DEPOSIT.

Concurrent herewith, the Developer is conveying to the District, and the District is accepting, all real property to be owned by the District and within the portion of the District being developed as “Wynnstone Single Family – Phase 1,” as more particularly described in the attached Exhibit C (the “District’s Phase 1 Property”), which conveyance is consistent with the requirements set forth in the Acquisition Agreement.

Concurrent herewith, the Developer is depositing with the District the Amenity Deposit in the amount of Three Million Three Hundred Eighty Thousand Dollars and Zero Cents ($3,380,000) for the purpose of ensuring that the Wynnstone Amenity is completed. The District shall hold the Amenity Deposit in a segregated account of the District (the “Amenity Account”) earmarked solely to be used by the District, the Developer or any Builder (as expressly provided in this Section 5.b.) for design, permitting and construction of the Wynnstone Amenity and as otherwise permitted by this Section 5.b. The Developer, the District and the Builders acknowledge and agree that the funds in the Amenity Account shall first be used to fund the cost of designing, permitting and constructing the Wynnstone Amenity, whether, and to the extent, such design, permitting or construction is performed by the District, the Developer, or one or more Builders (after a default by the Developer occurs under the JDA) pursuant to such Builder(s)’ rights under the JDA. The Developer, the District and the Builders further acknowledge and agree that any funds remaining in the Amenity Account after funding the design, permitting and construction of the Wynnstone Amenity may be used by the District or the Developer to fund any of Developer’s obligations pertaining to the Wynnstone Project under the Completion Agreement that remain outstanding, or, after a default by the Developer occurs under the JDA, by any Builder to fund the costs of completing any portion of the Wynnstone Project performed by any Builder pursuant to its rights under the JDA.

COOPERATION; PLAT. The District and Builders shall cooperate in good faith in connection with processing the City’s final approval and recording of the subdivision plat (the “Wynnstone Phase 1 Plat”) of the District’s Phase 1 Property and the land owned by the respective Builders within “Wynnstone Single Family – Phase 1” (herein referred to as the “Builder Lot Parcels”), including causing the District, each Builder, and any mortgagee with an interest in the land to execute, join and consent, to the Wynnstone Phase 1 Plat in accordance with the City’s
requirements. Within ten (10) business days following recording of the Wynnstone Phase 1 Plat, the District and each Builder will execute and record quitclaim deeds whereby each Builder will quitclaim to the District any and all of Builder’s right, title and interest, if any, in and to the District’s Phase 1 Property as described on the recorded Wynnstone Phase 1 Plat outside of the platted legal descriptions of the Builder Lot Parcels as described pursuant to the Wynnstone Phase 1 Plat, and whereby the District will quitclaim to each individual Builder any and all of District’s right, title and interest, if any, in and to the Builder Lot Parcels owned by such Builder by their platted legal description as described pursuant to the Wynnstone Phase 1 Plat.

ENFORCEMENT. This Agreement is intended to be an additional method of enforcement of the Assessment Area Two Assessments and to abide by the requirements of the financing agreements related to the issuance of the Assessment Area Two Bonds. A default by any party under this Agreement shall entitle any other party to all remedies available at law or in equity, which shall include, but not be limited to, the right of damages, injunctive relief, and specific performance.
CONTINUING DISCLOSURE. The Continuing Disclosure Agreement continues to apply in full force and effect, such that, and without intending to alter the terms of the Continuing Disclosure Agreement, each Builder, to the extent that such Builder is an Obligated Party (as defined in the Continuing Disclosure Agreement) as purchaser of its portion of the Assessment Area Two Lands subject to the Assessment Area Two Special Assessments, remains obligated to provide the District with the information required under the Continuing Disclosure Agreement until such time as such Builder is no longer an Obligated Party as defined therein. This provision shall only apply to the extent any one or more Builder is considered an Obligated Party as defined under federal and/or state law.

VALIDITY OF ASSESSMENTS. Each Builder individually agrees that the Assessment Resolutions have been duly adopted by the District. Each Builder further agrees that the Assessment Area Two Special Assessments imposed as liens by the District are legal, valid, and binding liens on the land owned by such Builder in Assessment Area Two until paid, coequal with the liens of all state, county, district, and municipal taxes, and superior in dignity to all other liens, titles, and claims. Each Builder waives any defect in notice or publication or in the proceedings to levy, impose, and collect the Assessment Area Two Special Assessments on the lands within the District, and further waives and relinquishes any rights it may have to challenge, object to or otherwise fail to pay such Assessment Area Two Special Assessments applicable to land owned by such Builder in Assessment Area Two. Each Builder agrees that to the extent that such Builder fails to timely pay all Assessment Area Two Special Assessments applicable to land owned by such Builder in Assessment Area Two, collected by mailed notice of the District, said unpaid Assessment Area Two Special Assessments may be placed on the tax roll by the District for collection by the Polk County Tax Collector pursuant to Section 197.3632, Florida Statutes, in any subsequent year. Nothing herein requires any Builder to be responsible for the payment of any Assessment Area Two Special Assessments on lands not owned by such Builder or for any obligation to pay any “True-Up Payment” under that certain True-Up Agreement entered into between the Developer and the District in connection with issuing the Assessment Area Two Bonds, all of which obligations are and remain the exclusive obligation of the Developer. Nothing in this Section shall constitute a contractual obligation
of a Builder to pay the Assessment Area Two Special Assessments. Nothing herein serves to modify or otherwise alter the terms of the True Up Agreement.
WAIVER OF PREPAYMENT RIGHT. Each Builder agrees to waive any rights such Builder may have under Section 170.09, Florida Statutes, to prepay the Assessment Area Two Special Assessments without interest within thirty (30) days of completion of the Assessment Area Two Project or related improvements.
SOVEREIGN IMMUNITY. Nothing in this Agreement shall be deemed as a waiver of the District’s sovereign immunity or the District’s limits of liability as set forth in Section 768.28, Florida Statutes or other law, and nothing in this Agreement shall inure to the benefit of any third party for the purpose of allowing any claim which would otherwise be barred under such limitations of liability or by operation of law.

APPLICABLE LAW AND VENUE. This Agreement and the provisions contained herein shall be construed, interpreted, and controlled according to the laws of the State of Florida. Each Party consents that the exclusive venue for any litigation arising out of or related to this Agreement shall be in a court of appropriate jurisdiction, in and for Polk County, Florida.

CONFLICTS. The Developer Agreements continue to apply in full force and effect, except as modified herein.

COUNTERPARTS. This Agreement may be executed in any number of counterparts, each of which when executed and delivered shall be an original; however, all such counterparts together shall constitute, but one and the same instrument. Signature and acknowledgment pages, if any, may be detached from the counterparts and attached to a single copy of this document to physically form one document.
EFFECTIVE DATE. This Agreement shall be effective as of the date first written above; provided, however, that the assignment by Developer to any Builder of any rights and obligations of Developer under the Developer Agreements shall remain inchoate and shall only become an effective and absolute assignment and assumption of such obligations under the Developer Agreements as expressly set forth herein upon (a) an event of default by Developer under the JDA and (b) written notice from one or more Builder(s) to the District of such default and such Builder(s)’ notice of acceptance of the assigned rights and obligations under any of the Developer Agreements.
[SIGNATURE PAGE FOR DEVELOPER / LANDOWNER]

WITNESSES:

By: 		 Name: 	 Address: 	
GLK REAL ESTATE, LLC

By: 	
Name: Lauren O. Schwenk Title: Manager

By: 		 Name: 	 Address: 	

STATE OF FLORIDA COUNTY OF 	
The foregoing instrument was acknowledged before me by means of ▢ physical presence or
▢ online notarization this 	 day of 	, 2024, by Lauren O. Schwenk as Manager of GLK Real Estate, LLC, on behalf of the Company.

NOTARY PUBLIC, STATE OF FLORIDA

(NOTARY SEAL)
Name:	 (Name of Notary Public, Printed, Stamped or Typed as Commissioned)
[SIGNATURE PAGE FOR BUILDERS]

WITNESSES:

By: 		 Name: 	 Address: 	
LENNAR HOMES, LLC

By: 		 Name: 	 Title: 	

By: 		 Name: 	 Address: 	

STATE OF FLORIDA COUNTY OF 	
The foregoing instrument was acknowledged before me by means of ▢ physical presence or
▢ online notarization this 	 day of 	, 2024, by 	 as
	 of Lennar Homes, LLC, on behalf of the Company.

NOTARY PUBLIC, STATE OF FLORIDA

(NOTARY SEAL)
Name:	 (Name of Notary Public, Printed, Stamped or Typed as Commissioned)

,
WITNESSES:
[SIGNATURE PAGE FOR BUILDERS]

HBWB DEVELOPMENT SERVICES, LLC

By: 		 Name: 	 Address: 	
By: 		 Name: 	 Title: 	

By: 		 Name: 	 Address: 	

STATE OF FLORIDA COUNTY OF 	
The foregoing instrument was acknowledged before me by means of ▢ physical presence or
▢ online notarization this 	 day of 	, 2024, by 	 as
	 of HBWB Development Services, LLC, on behalf of the Company.

NOTARY PUBLIC, STATE OF FLORIDA

(NOTARY SEAL)
Name:	 (Name of Notary Public, Printed, Stamped or Typed as Commissioned)
[SIGNATURE PAGE FOR BUILDERS]

WITNESSES:

By: 		 Name: 	 Address: 	
STANLEY MARTIN HOMES, LLC

By: 		 Name: 	 Title: 	

By: 		 Name: 	 Address: 	

STATE OF FLORIDA COUNTY OF 	
The foregoing instrument was acknowledged before me by means of ▢ physical presence or
▢	online	notarization	this			day	of		,	2024,	by			as
	 of Stanley Martin Homes, LLC, on behalf of the Company.

NOTARY PUBLIC, STATE OF FLORIDA

(NOTARY SEAL)
Name:	 (Name of Notary Public, Printed, Stamped or Typed as Commissioned)
[SIGNATURE PAGE FOR BUILDERS]

WITNESSES:

By: 		 Name: 	 Address: 	
MERITAGE HOMES OF FLORIDA, INC.

By: 		 Name: 	 Title: 	

By: 		 Name: 	 Address: 	

STATE OF FLORIDA COUNTY OF 	
The foregoing instrument was acknowledged before me by means of ▢ physical presence or
▢ online notarization this 	 day of 	, 2024, by 	 as
	 of Meritage Homes of Florida, Inc., on behalf of the Company.

NOTARY PUBLIC, STATE OF FLORIDA

(NOTARY SEAL)
Name:	 (Name of Notary Public, Printed, Stamped or Typed as Commissioned)
[SIGNATURE PAGE FOR DISTRICT]

WITNESSES:

By: 		 Name: 	 Address: 	
By: 		 Name: 	 Address: 	
WESTSIDE HAINES CITY COMMUNITY DEVELOPMENT DISTRICT

By: 	
Name: Warren K. Heath II Title: Chairman

STATE OF FLORIDA COUNTY OF 	
The foregoing instrument was acknowledged before me by means of ☐ physical presence or
online notarization this    day of 	, 2024, by Warren K. (Rennie) Heath II, as Chairperson of the Board of Supervisors of the Westside Haines City Community Development District.

NOTARY PUBLIC, STATE OF FLORIDA

(NOTARY SEAL)
Name:	
(Name of Notary Public, Printed, Stamped or Typed as Commissioned)

Exhibit A:	Engineer’s Report
Composite Exhibit B:	Assessment Reports (Master and Supplemental)
Exhibit C:	Wynnstone Project Lands

Section VII

Section A
Dewoerry Engneers Inc	407.843.5120 800 North Magnolia Ave. Suite 1000	407 649.8664 fax
Orlando. FL 32803 3261 1 www dewberry com

March 11, 2024

Via United States Mail and Electronic Mail

Mr. Greg Fowler, Sr. QGS Development, Inc., 1450 S. Park Road
Plant City, Florida 33566

Re:	Westside  Haines City Community  Development  District -	Notice to  Proceed
Brentwood Phase 4/5 Construction Contract
Dear Mr. Fowler:
You are hereby notified that the Contract Times under the Standard Form of Agreement Between Owner and Contractor for Construction Contract, dated March 4, 2024, with respect to Westside Haines City Community Development District Brentwood Phase 4/5 construction services (the "Agreement"), will commence to run as of March 11, 2024. Accordingly, QGS Development, Inc. is to start perfonning its obligations under the Contract Documents referenced in the Agreement with respect to Westside Haines City Brentwood Phase 4/5 Project construction. In accordance with Article 4 of the Agreement, the Work to be perfonned under the Agreement shall commence no later than ten (10) calendar days, including Saturdays, Sundays, and holidays, from the date of this Notice and shall be substantially completed within one hundred sixty-five (165) consecutive calendar days from the date designated in this Notice (the "Substantial Completion Date"). The entirety of the Work shall be ready for Final Payment in accordance with Paragraph 15.06 of the General Conditions of the Agreement within one hundred ninety-five (195) calendar days from the date designated in this Notice (the "Final Completion Date").

Should you have any questions or require additional information, please do not hesitate to call. If none, please acknowledge your receipt of this Notice by signing the Acceptance attached hereto and returning to me at your earliest convenience.
Sincerely,

'rnstrict Engineer

cc:		Lauren Gentry - District Counsel Jill Bums - District Manager

Page 1 of 2

ACCEPTANCE OF NOTICE

Receipt of the above NOTICE TO PROCEED for the Westside Haines City Community Development District Brentwood Phase 4/5 Construction Project, with a Commencement Date of March 11, 2024, is hereby acknowledged:

OWNER:	CONTRACTOR:

WESTSIDE HAINES CITY COMMUNITY DEVELOPMENT DISTRJCT
QGS DEVELOPMENT, (NC., a Florida corporation

	 By:

(l
 Title: Qba1r MOv	
Name: -r-hof"'.\"15	I:\, rt\ S:
 Title: \[,	C..L \?,cs,ckt't 
, 2024

I Dewberry·	Page 2 ot2
,

Section B

Upon recording, please return to: Lauren Gentry, Esq.
Kilinski I Van Wyk PLLC
517 E. College Avenue Tallahassee, Florida 32301
INSTR # 2024062722
BK 13044 Pgs 2090-2102 PG(s)13
03/18/2024 02:47:31 PM STACY M. BUTTERFIELD,
CLERK OF COURT POLK COUNTY RECORDING FEES 112.00

NOTICE OF COMMENCEMENT

Permit Nos. 	 Parcel I.D. No.: Legal Description Attached.

STATE OF FLORIDA COUNTY OF POLK

THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property in Polk County, Florida. The following information is provided in this Notice of Commencement.

l.		Description of property (legal description of property and address if available): That property identified at Exhibit A.

General description of improvements: project construction site work for offsite roadway improvements, master project improvements, including stormwater management. utilities, and roadways for Brentwood Phases 4 & 5.

Owner information
Name and address: Westside Haines City Community Development District
	c/o Governmental Management Services. LLC  219 E. Livingston Street
	Orlando Florida 32801	
Interest in property: Easement
Name and address of fee simple titleholder (if other than owner): Lennar Homes, LLC, a Florida limited liability company

Contractor (name and address): OGS Development. Inc.• 1450 S. Park Road Plant City, Florida 33566

Surety
Name and address: Berkley Insurance Company
475 Steamboat Road Greenwich, CT 06830
Amount of bond: $5.141.057.10
Lender (name and address): 		,;;..N=/A;;..;;.	

	Person within the State of Florida designated by owner upon whom notices or other documents may be served.

Name and address:	Jill Burns, Governmental Management Setvices, LLC, 219 E. Livingston Street, Orlando. Florida 3280 I
In addition, owner designates the following individual to receive a copy of any notices:
	NIA 				
Expiration date of notice of commencement	_NIA.			(the
expiration date is one year from the date of recording unless a different date is specified).
The foregoing information and execution of this notice is being provided solely for the purpose of providing notice. The Owner of the property is a local unit of special purpose government and not an "Owner" as defined in Section 713.01(23), Florida Statutes.
Attest:	WESTSIDE HAINES CITY
COMMUNITY DEVE OPMENT D
7>)L --fl,i -
Secretary

STATE OF FL.QJ IDA COUNTY OF -t{)
The foregoing instrument acknowledged before me by means o/  physical presence or
D online notarization this _l _-,·day of March 2024, by Warren K. (..Rennie") Heath II, as Chairman o( t!'te Board of Supervisors of the Westside Haines City Community Development District, who isJ&. personally known to me or D produced_--,--	as identification.
-fry eat) Print Name: UV\Se,?'\ t   e..,tr\ Notary Public, State of Florida

EXHIBIT A: EXHIBIT B:
Legal Description of Site Performance and Payment Bonds

2

EXHIBIT A:
BRENTWOOD PHASE 4/5 LEGAL DESCRIPTION

EXHIBIT A BRENTWOOD PHASE 4 AND 5
DESCRIPTION: A parcel of land lying in lhe Southeast 1/4 of Section 19, Township 26 South, Range 27 East, Polk County, Florida, being a portion of TRACTS 17 through 22, inclusive. of FLORIDA DEVELOPMENT COMPANY, as recorded in Plat Book 3, Pages 60 through 63, inclusive, of the Public Records of Polk County, Florida, and being more particularly described as follows:

Commence at the Southeast corner of said Section 19, run thence along the East boundary thereof, N 00°17'1O"W.. a distance of 660.13 feet; thence along the South boundary of TRACTS 17 through 24, incllslve. of said FLORIDA DEVELOPMENT COMPANY. and the Easterly extension thereof, S.88°48'0B·w.. a distance of 925.72 feet, to the POINT OF BEGINNING; thence along the South boundary of the aforesaid TRACTS 17, through 22, inclusive, a portion of which also being the Nonh boundary of COUNTRY WALK ESTATES, as recorded in Plat Book 155. Page 36 and 37, of the Public Records of Polk County, Florida, continue, S.88°48'0S·w., a distance of 1701.37 feet to a point on the Easterly maintained right-of-way line of FDC ROAD GROVE; thenoe along said Easterly maintained right-of-way line, N.00°09'44"E., a distance of
648.42 feet to a point on the Southerly maintained right-of-way line of HOLLY HILL GROVE ROAD 3: thence along said Southerly maintained rtght•or-way line. N.88°51'21"E., a distance of 1695.95 feet; thence along the East boundary of the West
65.00 feet of the aforesaid TRACT 22. S.00°18'53"E.. a distance of 646.73 feet to the POINT OF BEGINNING.
Containing 25.248 acres, more or less.

3
EXHIBITB

4
Bond Number Assigned by Surety:
Bond No. 0260055

PERFORMANCE BOND

\.'::i::,,.;;t
- -
.

Bond Number Assigned by Surety:
Bond No. 0260055

The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to the Owner for the performance of the Construction Contract, which is incorporated herein by reference.
If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation under this Bond, except when applicable to participate in a conference as provided in Paragraph 3.
If there is no Owner Default under the Construction Contract, the Surety's obligation under this Bond will arise after:
The Owner first provides notice to the Contractor and the Surety that the Owner is considering declaring a Contractor Default. Such notice may indicate whether the Owner is requesting a conference among the Owner, Contractor, and Surety to discuss the Contractor's performance. If the Owner does not request a conference, the Surety may, within five (5) business days after receipt of the Owner's notice, request such a conference. If the Surety timely requests a conference, the Owner shall attend. Unless the Owner agrees otherwise, any conference requested under this Paragraph 3.1 will be held within ten (10) business days of the Surety's receipt of the Owner's notice. If the Owner, the Contractor, and the Surety agree, the Contractor shall be allowed a reasonable time to perform the Construction Contract, but such an agreement does not waive the Owner's right, if any, subsequently to declare a Contractor Default;
The Owner declares a Contractor Default, terminates the Construction Contract and notifies the Surety; and
The Owner has agreed to pay the Balance of the Contract Price in accordance with the terms of the Construction Contract to the Surety or to a contractor selected to perform the Construction Contract.
Failure on the part of the Owner to comply with the notice requirement in Paragraph 3.1 does not constitute a failure to comply with a condition precedent to the Surety's obligations, or release the Surety from its obligations, except to the extent the Surety demonstrates actual prejudice.
	When the Owner has satisfied the conditions of Paragraph 3, the Surety shall promptly and at the Surety's expense take one of the following actions:
	Arrange for the Contractor, with the consent of the Owner, to perform and complete the Construction Contract;
Undertake to perform and complete the Construction Contract itself, through its agents or independent contractors;
Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Construction Contract, arrange for a contract to be prepared for execution by the Owner and a contractor selected with the Owners concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to the Owner the amount of damages as described in Paragraph 7 in excess of the Balance of the Contract Price incurred by the Owner as a result of the Contractor Default; or
	Waive its right to perform and complete, arrange for completion, or obtain a new contractor, and with reasonable promptness under the circumstances:

EJCDC® C-610, Performance Bond.
Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.
Page 2 of4

Bond Number Assigned by Surety:
Bond No. 0260055

	After investigation, determine the amount for which it may be liable to the Owner and, as soon as practicable after the amount is determined, make payment to the Owner; or
Deny liability in whole or in part and notify the Owner, citing the reasons for denial.
If the Surety does not proceed as provided in Paragraph 5 with reasonable promptness, the Surety shall be deemed to be in default on this Bond seven days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond, and the Owner shall be entitled to enforce any remedy available to the Owner. If the Surety proceeds as provided in Paragraph 5.4, and the Owner refuses the payment, or the Surety has denied liability, in whole or in part, without further notice, the Owner shall be entitled to enforce any remedy available to the Owner.
If the Surety elects to act under Paragraph 5.1, 5.2, or 5.3, then the responsibilities of the Surety to the Owner will not be greater than those of the Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety will not be greater than those of the Owner under the Construction Contract. Subject to the commitment by the Owner to pay the Balance of the Contract Price, the Surety is obligated, without duplication for:
the responsibilities of the Contractor for correction of defective work and completion of the Construction Contract;
additional legal, design professional, and delay costs resulting from the Contractor's Default, and resulting from the actions or failure to act of the Surety under Paragraph 5; and
liquidated damages, or if no liquidated damages are specified in the Construction Contract, actual damages caused by delayed performance or non-performance of the Contractor.
If the Surety elects to act under Paragraph 5.1, 5.3, or 5.4, the Surety's liability is limited to the amount of this Bond.
The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Construction Contract, and the Balance of the Contract Price will not be reduced or set off on account of any such unrelated obligations. No right of action will accrue on this Bond to any person or entity other than the Owner or its heirs, executors, administrators, successors, and assigns.
The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders, and other obligations.
Any proceeding, legal or equitable, under this Bond must be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and must be instituted within two years after a declaration of Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. If the provisions of this paragraph are void or prohibited by law, the minimum periods of limitations available to sureties as a defense in the jurisdiction of the suit will be applicable.
Notice to the Surety, the Owner, or the Contractor must be mailed or delivered to the address shown on the page on which their signature appears.
When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement will be deemed deleted therefrom and provisions conforming to such

EJCDC® C-610, Performance Bond.
Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies,
and American Society of Clvll Engineers. All rights reserved.
Page 3 of 4

Bond Number Assigned by Surety:
Bond No. 0260055

statutory or other legal requirement will be deemed incorporated herein. When so furnished, the intent is that this Bond will be construed as a statutory bond and not as a common law bond.
Definitions
Balance of the Contract Price-The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made including allowance for the Contractor for any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled, reduced by all valid and proper payments made to or on behalf of the Contractor under the Construction Contract.
Construction Contract-The agreement between the Owner and Contractor identified on the cover page, including all Contract Documents and changes made to the agreement and the Contract Documents.
Contractor Default-Failure of the Contractor, which has not been remedied or waived, to perform or otherwise to comply with a material term of the Construction Contract.
Owner Default-Failure of the Owner, which has not been remedied or waived, to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract.
Contract Documents-All the documents that comprise the agreement between the Owner and Contractor.
If this Bond is issued for an agreement between a contractor and subcontractor, the term Contractor in this Bond will be deemed to be Subcontractor and the term Owner will be deemed to be Contractor.
Modifications to this Bond are as follows: This Bond is hereby amended so that the provisions and limitations of Section 255.05, Florida Statutes, including without limitation subsection (6) and the notice and time limitation provisions in subsections (2) and (10), or Sections 713.23 and 713.245, Florida Statutes, whichever are applicable, are incorporated bv reference herein.

EJCDC" C-610, Performance Bond.
Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.
Page4 of4
Bond Number Assigned by Surety:
Bond No. 0260055

PAYMENT BOND

..
1c••'f1!:.<	'?' --r: -
., • -- .•. .:·• '.Cdi!iractor, Surety, Owner, or other party is considered plural where applicable.
.._./-: :·_ . :-. : }2:· cJC,",·cr:::;·==·•_·"-.._-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--'
·. :.··, ;.:, :· ,: .-
EJCDC® C-615, Payment Bond.
f.- \-/ ;,,_•:.••. ., ,_:i...• ,\\ • : Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies,
: • •• •	•:. 7...: ,.,0  ·.-' :.  •	and American Society of Civil Engineers. All rights reserved.
•.•• ,	•••	·"'"	Pagelof4

Bond Number Assigned by Surety:
Bond No. 0260055
The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to the Owner to pay for labor, materials, and equipment furnished for use in the performance of the Construction Contract, which is incorporated herein by reference, subject to the following terms.
If the Contractor promptly makes payment of all sums due to Claimants, and defends, indemnifies, and holds harmless the Owner from claims, demands, liens, or suits by any person or entity seeking payment for labor, materials, or equipment furnished for use in the performance of the Construction Contract, then the Surety and the Contractor shall have no obligation under this Bond.
If there is no Owner Default under the Construction Contract, the Surety's obligation to the Owner under this Bond will arise after the Owner has promptly notified the Contractor and the Surety (at the address described in Paragraph 13) of claims, demands, liens, or suits against the Owner or the Owner's property by any person or entity seeking payment for labor, materials, or equipment furnished for use in the performance of the Construction Contract, and tendered defense of such claims, demands, liens, or suits to the Contractor and the Surety.
When the Owner has satisfied the conditions in Paragraph 3, the Surety shall promptly and at the Surety's expense defend, indemnify, and hold harmless the Owner against a duly tendered claim, demand, lien, or suit.
The Surety's obligations to a Claimant under this Bond will arise after the following:
Claimants who do not have a direct contract with the Contractor
have furnished a written notice of non-payment to the Contractor, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were, or equipment was, furnished or supplied or for whom the labor was done or performed, within ninety (90) days after having last performed labor or last furnished materials or equipment included in the Claim; and
have sent a Claim to the Surety (at the address described in Paragraph 13).
Claimants who are employed by or have a direct contract with the Contractor have sent a Claim to the Surety (at the address described in Paragraph 13).
If a notice of non-payment required by Paragraph 5.1.1 is given by the Owner to the Contractor, that is sufficient to satisfy a Claimant's obligation to furnish a written notice of non-payment under Paragraph 5.1.1.
When a Claimant has satisfied the conditions of Paragraph 5.1 or 5.2, whichever is applicable, the Surety shall promptly and at the Surety's expense take the following actions:
Send an answer to the Claimant, with a copy to the Owner, within sixty (60) days after receipt of the Claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed; and
Pay or arrange for payment of any undisputed amounts.
The Surety's failure to discharge its obligations under Paragraph 7.1 or 7.2 will not be deemed to constitute a waiver of defenses the surety or Contractor may have or acquire as to a Claim, except as to undisputed amounts for which the Surety and Claimant have reached agreement. If, however, the Surety fails to discharge its obligations under Paragraph 7.1 or 7.2, the Surety

EJCDC® C-615, Payment Bond.
Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.
Page 2 of 4

Bond Number Assigned by Surety:
Bond No. 0260055

shall indemnify the Claimant for the reasonable attorney's fees the Claimant incurs thereafter to recover any sums found to be due and owing to the Claimant.
The Surety's total obligation will not exceed the amount of this Bond, plus the amount of reasonable attorney's fees provided under Paragraph 7.3, and the amount of this Bond will be credited for any payments made in good faith by the Surety.
	Amounts owed by the Owner to the Contractor under the Construction Contract will be used for the performance of the Construction Contract and to satisfy claims, if any, under any construction performance bond. By the Contractor furnishing and the Owner accepting this Bond, they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfying obligations of the Contractor and Surety under this Bond, subject to the Owner's priority to use the funds for the completion of the work.
The Surety shall not be liable to the Owner, Claimants, or others for obligations of the Contractor that are unrelated to the Construction Contract. The Owner shall not be liable for the payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bond no obligation to make payments to or give notice on behalf of Claimants, or otherwise have any obligations to Claimants under this Bond.
The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders, and other obligations.
No suit or action will be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the state in which the project that is the subject of the Construction Contract is located or after the expiration of one year from the date (1) on which the Claimant sent a Claim to the Surety pursuant to Paragraph 5.1.2 or 5.2, or (2) on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Construction Contract, whichever of (1) or (2) first occurs. If the provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit will be applicable.
Notice and Claims to the Surety, the Owner, or the Contractor must be mailed or delivered to the address shown on the page on which their signature appears. Actual receipt of notice or Claims, however accomplished, will be sufficient compliance as of the date received.
When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement will be deemed deleted here from and provisions conforming to such statutory or other legal requirement will be deemed incorporated herein. When so furnished, the intent is that this Bond will be construed as a statutory bond and not as a common law bond.
Upon requests by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor and Owner shall promptly furnish a copy of this Bond or shall permit a copy to be made.
Definitions
Claim-A written statement by the Claimant including at a minimum:
The Name of the Claimant;
The name of the person for whom the labor was done, or materials or equipment furnished;

EJCOC"' C-615, Payment Bond.
Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies,
and American Society of Civil Engineers. All rights reserved.
Page 3 of 4

Bond Number Assigned by Surety:
Bond No. 0260055

A copy of the agreement or purchase order pursuant to which labor, materials, or equipment was furnished for use in the performance of the Construction Contract;
A brief description of the labor, materials, or equipment furnished;
The date on which the Claimant last performed labor or last furnished materials or equipment for use in the performance of the Construction Contract;
The total amount earned by the Claimant for labor, materials, or equipment furnished as of the date of the Claim;
The total amount of previous payments received by the Claimant; and
The total amount due and unpaid to the Claimant for labor, materials, or equipment furnished as of the date of the Claim.
Claimant-An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor, materials, or equipment for use in the performance of the Construction Contract. The term Claimant also includes any individual or entity that has rightfully asserted a claim under an applicable mechanic's lien or similar statute against the real property upon which the Project is located. The intent of this Bond is to include without limitation in the terms of "labor, materials, or equipment" that part of the water, gas, power, light, heat, oil, gasoline, telephone service, or rental equipment used in the Construction Contract, architectural and engineering services required for performance of the work of the Contractor and the Contractor's subcontractors, and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials, or equipment were furnished.
Construction Contract-The agreement between the Owner and Contractor identified on the cover page, including all Contract Documents and all changes made to the agreement and the Contract Documents.
Owner Default-Failure of the Owner, which has not been remedied or waived, to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract.
Contract Documents-All the documents that comprise the agreement between the Owner and Contractor.
If this Bond is issued for an agreement between a contractor and subcontractor, the term Contractor in this Bond will be deemed to be Subcontractor and the term Owner will be deemed to be Contractor.
Modifications to this Bond are as follows: This Bond is hereby amended so that the provisions and limitations of Section 255.05, Florida Statutes, including without limitation subsection (61 and the notice and time limitation provisions in subsections (2) and (10), or Sections 713.23 and 713.245, Florida Statutes, whichever are applicable, are incorporated by reference herein.

EJCDC® C-615, Payment Bond.
Copyright«> 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.
Page4 of 4

No. BJ-10099e
POWER OF ATTORNEY
BERKLEY INSURANCE COMPANY
WILMINGTON, DELA WARE

NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully.
KNOW ALL MEN BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (the "Company"), a corporation duly ""   organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, constituted E --"' and appointed, and does by these presents make, constitute and appoint: Josep/1 D. Jo/111so11, Jr.; Breit A. Rt1gla11d; Fraucls T.
.g  O'Reardo11; Joseph D. Jo//11so11, Ill; Kamm/ H. Cor,lero; or Tyler Ragla11d of Joseph D. Joh11so11 & Compa11y of Orla11do, FL
2	its lrue and lawful Attorney-in-Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and
g -;_ deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation
;, ·; shall exceed One Hundred Million and 00/100 U.S. Dollars (U.S.$100,000,000.00), to the same extent as if such bonds had been
]   duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their own proper
]  2 persons.
:i 'flJ This Power of Attorney shall be construed and enforced in accordance with, and governed by, the Jaws of the State of Delaware,
without giving effect lo the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following
v.  :; resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January 25, 2010:
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RESOLVED, that, with respect to the Surety business written by Berkley Surety, the Chairman of the Board, Chief Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney-in-fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such attorney-in-fact and revoke any power of attorney previously granted; and further
RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner and to the extent therein stated; and further
RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and further
RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any
power of attorney or certification thereof authorizing the execution and delive1y of any bond, undertaking, recognizance, or other suretyship obligation oftlie Company; and such signature and seal when so used shall have the same force and effect as though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have ceased to be such at lite time wl1en such instruments shall be issued.
·c: 2 IN WlTNESS WHEREOF, the Company has caused these presents to be signed and attested by its appropriate officers and its
.g 'corpo ·ate seal hereunto affixed this J,!_1--day of Af /..A-IJ,L	, 2020.
;	Attest:	Berklr Insurance Company
:	(S\?al)	By	,<l'/.2-.J_1r
B;,v_···_\_._,J •,,..,·fv.;_-.,.. 

-'-+-_,..+------
,.	Ira S. Ledennaf1	'	Jeffiie  ,•
·§	Executive Vice President & Secretary	- .Sentor V
2 ;;; WARNING: TH IS POWER INVALID IF NOT PRINTED ON BLUE "BERKLEY" SECURITY PAPER.
Q.. :.F,

"?. -s-	STATE OF CONNECTICUT)
.,.::  <:;	)  ss:
c _c	COUNTY OF FAIRFIELD	)
Swom to before me, a Notary Public in the State of Connecticut, this	day of	f( 	L_,  2020, by lru S. Lederman and
:;; .;,; Jeffrey M.  Hafter who arc sworn to me to be the Executive Vice President an	secretary,  and	Senior Vice President,
§' 3/, respectively, of Berkley Insurance Company.	MA iw:,_u ?:i EN	,	• / _ /_
··- :='	CONNECTICUT	Ill,(	.b	
,I  .2;	MY COMMISSION EXPlflE8
S, ""	APHIL ao, i024
7. f
·2	CERTIFICATE
';;:  I,  the undersigned, Assistant Secretary of BERKLEY INSURANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a i	true, correct and complete copy of the original Power of Attomey; that said Power of Attomey has not been revoked or rescinded and thal the authority of the Atlomcy-in-Fact set for1h therein, who executed the bond or unde11aking to which this Power of
Attorney is a ached, is in full force and effect as ofthi:; date. .			 (Seal)	Gi,on Undcc my hru,d and =I oftho Company, u,;, i,,l-t\ day of--	=- - --·

Vincen P. Fo e

Section C

Prepared By and Return To Lauren Gentry, Esq.
Kilinski I Van Wyk PLLC 517 E. College Avenue Tallahassee, Florida 32301
INSTR# 2024018161
BK 12983 Pgs 0838-0844 PG(s)?
01/24/2024 02:19:56 PM STACY M. BUTTERFIELD,
CLERK OF COURT POLK COUNTY RECORDING FEES 61.00
DEED DOC 0.70

TEMPORARY CONSTRUCTION AND ACCESS EASEMENT AGREEMENT
{BRENTWOOD PHASE 4 ANDS)

THIS TEMPORARY CONSTRUCTION  AND ACCESS EASEMENT AGREEMENT
("Agreement") is made and entered into this .:: dday of January 2024, by and between GLK REAL ESTATE, LLC, a Florida limited liability company, whose address is 346 E. Central Avenue, Winter Haven, Florida ("Grantor") in favor of WESTSIDE HAINES CITY COMMUNITY DEVELOPMENT DISTRICT, a local unit of special-purpose government established pursuant to Chapter l90, Florida Statutes, whose address is c/o Governmental Management Services Central Florida, LLC, 219 E. Livingston St., Orlando, Florida 3280 I ("Grantee'' or the "District") (Grantor and Grantee are sometimes together referred to herein as the "Parties", and separately as the "Party").

WITNESSETH:

WHEREAS, Grantor is the owner in fee simple of certain real property located in the District, identified as Brentwood Phase 4 and 5, being more particularly described on Exhibit "A" attached hereto, and by this reference incorporated herein (the "Easement Area"); and

WHEREAS, Grantee intends to complete within the Easement Area. the design, installation and construction of roadway improvements, water, stormwater management facilities, sanitary sewer utilities, signage, neighborhood parks and recreational facilities. and other such improvements as authorized by law, (collectively, the "Improvements"); and

WHEREAS, Grantor desires to grant to Grantee a temporary, non-exclusive construction and access easement on, upon, over, under, across, and through the Easement Area for the sole purpose of constructing the Improvements, until either construction of the Improvements is completed or the Grantee acquires the Easement Area. whichever occurs first.

NOW, THEREFORE, for and in consideration of Ten and Noil00 Dollars ($10.00) in hand paid by the Grantee to the Grantor, the mutual covenants and agreements herein set forth and other good and valuable consideration, the receipt, adequacy and sufficiency of which are hereby expressly acknowledged by the Parties, the Parties do hereby agree as follows:

Recitals. The foregoing recitals are true and correct and are incorporated herein by this reference.

Temporary Construction Easement. Grantor does hereby grant, bargain, sell and convey to Grantee a temporary, non-exclusive easement on, upon, over, under, across and through the Easement Area for access, ingress, egress and to allow Grantee to complete the design, construction and installation of the Improvements (collectively, the "Easement").

Term of Easement. Upon the earlier of (i) the completion of all Improvements and the acceptance of such by the District's Board of Supervisors, or (ii) recordation of a release of the Easement in the Public Records of Polk County. Florida, then this Agreement shall automatically terminate and be extinguished and all rights in the Easement granted by this Agreement shall immediately revert to the Grantor, its successors, transferees and assigns, without further action of the Grantor or Grantee being required with respect to such Easement Area. Alternatively, (iii) upon recordation of a plat, this Agreement shall partially and automatically terminate and be extinguished over the platted residential lots ("Lots"), and all rights in the Easement upon such Lots granted by this Agreement shall immediately revert to the Grantor, its successors. transferees and assigns, without further action of the Grantor or Grantee being required with respect to such Lots in the Easement Area. Upon termination of this Agreement, as provided herein, and upon request by Grantor, Grantee shall promptly execute and deliver to Grantor a document in recordable form confirming termination of this Agreement and the Easement granted herein. Should the Grantee acquire the Easement Area from the Grantor prior to the occurrence of events (i), (ii) and (iii} enumerated herein, this Agreement shall automatically terminate and be extinguished and all rights in the Easement granted by this Agreement shall immediately vest in the Grantee, its successors, transferees and assigns, without further action of the Grantor or Grantee being required with respect to such Easement Area.

Insurance and Indemnity. Grantee and/or any contractors performing work for Grantee on the Easement Area, shall at all times maintain general public liability insurance to afford protection against any and all claims for personal injury, death or property damage arising directly or indirectly out of the exercise of the rights and privileges granted. Said insurance maintained by any contractors perfonning work for Grantee on the Easement Area shall be issued by solvent, reputable insurance companies authorized to do business in the State of Florida, naming Grantee and Grantor as insured, as their interests may appear, in a combined-single limit of not less than $1,000,000.00 with respect to bodily injury or death and property damage. Said insurance shall also be primary, and not contributory, as to any insurance coverage maintained by Grantor. To the extent pennitted by law and without waiving any of the protections afforded by section 768.28, Florida Statutes, Grantee hereby agrees to indemnify and hold harmless Grantor from and against any and all liability arising out of Grantee's construction activities within the Easement Area.
Obligations of Grantor and Grantee. The Parties acknowledge and agree that any rights granted hereunder shall be exercised by the Parties only in accordance and compliance with any and all applicable laws, ordinances. rules. regulations. permits and approvals, and any future modifications or amendments thereto. The Parties covenant and agree that neither party shall discharge into or within the Easement Area, any hazardous or toxic materials or substances, any pollutants, or any other substances or materials prohibited or regulated under any federal, state or local law, ordinance, rule, regulations or permit, except in accordance with such laws, ordinances, rules, regulations and permits. To the extent permitted by law and without waiving any of the protections afforded by section 768.28, Florida Statutes, each Party hereby agrees to indemnify and hold harmless the other Party from and against any and all liability arising out of such Party's breach of any provision of this Agreement, including, without limitation, the matters set forth in this paragraph.
Beneficiaries of Easement Rights. The Easement set forth in this Agreement shall be for the sole benefit and use of Grantee, its successors and assigns, and Grantee's agents, employees, consultants, representatives, contractors and providers of emergency services and utility services.
Amendments and Waivers. This Agreement may not be terminated or amended, modified, altered, or changed in any respect whatsoever, except by a further agreement in writing duly executed by the Parties and recorded in the Public Records of Polk County, Florida. No delay or omission of any Party in the exercise of any right accruing upon any default of any Party shall impair
2

such right or be construed to be a waiver thereof, and every such right may be exercised at any time during the continuance of such default. A waiver by any Party of a breach of, or a default in, any of the tem1s and conditions of this Agreement by any other Party shall not be construed to be a waiver of any subsequent breach of or default in the same or any other provision of this Agreement. No breach of the provisions of this Agreement shall entitle any Party to cancel, rescind or otherwise tenninate this Agreement, but such limitation shall not affect. in any manner, any other rights or remedies which any Party may have by reason of any breach of the provisions of this Agreement.
Notices. Any notices which may be permitted or required hereunder shall be in writing and shall be deemed to have been duly given (i) three (3) <lays after depositing with the United States Postal Service, postage prepaid, (ii) one day after depositing with a nationally recognized overnight courier service, or (iii) on the day of hand delivery (provided such delivery occurs prior to 5:00 pm, E.S.T. or E.D.T., as applicable), to the address listed above or to such other address as either Party may from time to time designate by written notice in accordance with this paragraph.
Use of Easement Area. It is acknowledged and agreed that the Easement granted under this Agreement is not an exclusive easement and that Grantor shall have the right to use and enjoy the Easement Area in any manner not inconsistent with the easement rights created herein, and grant others the right to do so.
I 0.  Liens. Grantee shall not permit (and shall promptly satisfy or bond) any construction, mechanic's lien or encumbrance against the Easement Arca in connection with the exercise of rights hereunder.
Effective Date. The Effective Date of the Agreement shall be the liist day that this Agreement is signed by either Party.
Miscellaneous. This Agreement contains the entire understanding of the Parties with respect to the matters set forth herein and no other agreement, oral or written, not set forth herein, nor any course of dealings of the Parties, shall be deemed to alter or affect the terms and conditions set forth herein. If any provision of this Agreement, or portion thereof, or the application thereof to any person or circumstances, shall, to the extent be held invalid, inoperative or unenforceable. the remainder of this Agreement, or the application of such provision or portion thereof to any other persons or circumstances, shall not be affected thereby; it shall not be deemed that any such invalid provision affects the consideration for this Agreement; and each provision of this Agreement shall be valid and enforceable to the fullest extent permitted by law. This Agreement shall be construed in accordance with the laws of the State of Florida. Venue for any proceeding brought hereunder shall be Polk County, Florida. In the event of any dispute hereunder or of any action to interpret or enforce this Agreement, any provision hereof or any matter arising herefrom, the predominantly prevailing party shall be entitled to recover its reasonable attorneys' fees, costs and expenses, whether suit be brought or not, and whether in settlement, in any declaratory action, at trial or on appeal. The section headings in this Agreement are for convenience only, shall in no way define or limit the scope or content of this Agreement, and shall not be considered in any construction or interpretation of this Agreement or any part hereof. Where the sense of this Agreement requires, any reference to a tem1 in the singular shall be deemed to include the plural of said term, and any reference to a tenn in the plural shall be deemed to include the singular of said tenn. Nothing in this Agreement shall be construed to make the Parties hereto partners or joint venturers or render either of said parties liable for the debts or obligations of the other. This Agreement may be executed in counterparts, each of which shall constitute an original, but all taken together shall constitute one and the same Agreement. Time is of the essence of this Agreement. This Agreement shall be binding upon and inure to the benefit of Grantor and Grantee and their respective successors and assigns. The rights, privileges

3

and Easement granted and conveyed hereunder shall be a burden upon the Easement Area and shall exist for the benefit of and run with title to the Easement Area.

!SIGNATURES CONTAINED ON FOLLOWING PAGES)

4

IN WITNESS WHEREOF, the Parties have caused this Agreement to be executed as of the day and year first written above.
"GRANTOR"
WITNESSES:

STATE OF FLORIDA
COUNTY OF --2Q \;..

The foregoing inst'1!}jlent was acknowledged before me by means of lf physical presence or U online nota1ization this -clay of January 2024, by Lauren 0. Schwenk, \ Manager of GLK Real Estate, LLC, on behalf of the company.

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Name:	 "		'd-M.l-l
Personally  Known		.J.	. 	
OR Produced ldentificatioi-1			 Type of Identification 		_

5

"GRANTEE"

Signed, sealed and delivered in the presence of:

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Address:	-;)icYB V{,
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STATE OF FLORIDA COUNTY OF POLK
WESTSIDE HAINES CITY COMMUNITY DEVELOPMENT
DISTRICT, a local unit of special-purpose government established pursuant to Chapter 190, Florida Statutes

Chairperson, Board of Supervisors
The foregoing in_sti:yment was acknowledged before me by means of physical presence or U online notarization this2.l !ay of January 2024, by Warren K. (Rennie) Heath II, as Chairperson of the Board of Supervisors of the Westside Haines City Community Development District.

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Nam -=-........ h4-...=i._,.		
Pers
OR Produced Identification
Type of Identification 	

6

EXHIBIT A BRENTWOOD PHASE 4 AND 5
DESCRIPTION: A parcel of land lying in the Southeast 1/4 of Section 19, Township 26 South, Range 27 East, Polk County, Florida, being a portion of TRACTS 17 through 22, inclusive, of FLORIDA DEVELOPMENT COMPANY, as recorded in Plat Book 3, Pages 60 through 63, inclusive, of the Public Records of Polk County, Florida, and being more particularly described as follows:

Commence at the Southeast corner of said Section 19, run thence along the East boundary thereof, N.00°17'10"W., a distance of 660.13 feet; thence along the South boundary of TRACTS 17 through 24, inclusive, of said FLORIDA DEVELOPMENT COMPANY, and the Easterly extension thereof, S.88°48'08"W., a distance of 925.72 feet, to the POINT OF BEGINNING; thence along the South boundary of the aforesaid TRACTS 17, through 22, inclusive, a portion of which also being the North boundary of COUNTRY WALK ESTATES, as recorded in Plat Book 155, Page 36 and 37, of the Public Records of Polk County, Florida, continue, S.88°48'08"W., a distance of 1701.37 feet to a point on the Easterly maintained right-of-way line of FDC ROAD GROVE; thence along said Easterly maintained right-of-way line, N.00°09'44"E., a distance of
648.42 feet to a point on the Southerly maintained right-of-way line of HOLLY HILL GROVE ROAD 3; thence along said Southerly maintained right-of-way line, N.88°51'21"E., a distance of 1695.95 feet; thence along the East boundary of the West
65.00 feet of the aforesaid TRACT 22, S.00°18'53"E., a distance of 646.73 feet to the
POINT OF BEGINNING.

Containing 25.248 acres, more or less.

Section D
CONSTRUCTION FUNDING AGREEMENT BETWEEN WESTSIDE HAINES CITY COMMUNITY DEVELOPMENT DISTRICT AND GLK REAL ESTATE, LLC
(BRENTWOOD PHASE 4 AND 5)

THIS AGREEMENT ("Agreement") is made and entered into and effective as of  23rd of January 2024, by and between:

WESTSIDE HAINES CITY C0l\-l:\1Ul\.lTY DEVELOPMENT DISTRICT, a local unit of
special-purpose government established pursuant to Chapter 190, Florida Statutes, and located in Polk County, Florida, with a mailing address of 219 East Livingston Street, Orlando, Florida 3280 I ("District"), and

GLK REAL ESTATE, LLC, a Florida limited liability company, an owner of certain lands within the District, with a mailing address of 346 E. Central Avenue, Winter Haven, Florida 33880, and its successors and assigns ("Developer")
RECITALS

day

WHEREAS, the District was established by an ordinance, as amended from time to time, adopted by the Board of County Commissioners of Polk County, Florida, pursuant to the Uniform Community Development District Act of 1980, Chapter 190, Florida Statutes, as amended (the "Act"), and is validly existing under the Constitution and laws of the State of Florida; and

WHEREAS, the Developer is the owner and/or developer of certain undeveloped lands located within the boundaries of the District identified in the Engineer's Report (as defined below, the undeveloped lands described therein being the "Development") upon which the District's improvements have been or will be made; and

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

WHEREAS, the District is anticipated to be without sufficient funds available to provide for the construction of anticipated master improvements and facilities for the area known as Brentwood Phases 4 and 5 within the Development, which are described in the Second Amended and Restated Engineer's Report, dated November 7, 2023, attached hereto as Exhibit A (the "Engineer's Report'') including construction and any design, engineering, legal, or other construction, professional, or administrative costs (collectively, the "Improvements"); and

WHEREAS, in order to induce the District to proceed at this time with the construction of the necessary or desired improvements, the Developer desires to provide the funds necessary to enable the District to proceed with such improvements if and when the District exhausts the funds on deposit in the construction account; and
WHEREAS, the District anticipates accessing the public bond market in the future to obtain financing for the construction of the Improvements as described in Exhibit A, and the parties agree that, in the event that bonds are issued, the funds provided under this Agreement will be reimbursable from those bonds.

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

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

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

REPAY:\1ENT. The parties agree that the funds provided by Developer pursuant to this Agreement will be properly reimbursable from proceeds of the District's issuance of tax­ exempt bonds. Within forty-five (45) days of receipt from time to time of sufficient funds by the District for the financing of some or all of the Improvements, the District shall reimburse Developer until full reimbursement is made or until all funds generated by the anticipated financing are exhausted, exclusive of interest, for the funds advanced under Section 2 above; provided, however, that in the event bond counsel engaged in connection with the District's issuance of bonds providing such financing determines that any such monies advanced or expenses incmTed are not properly reimbursable for any reason, including, but not limited to federal tax restrictions imposed on tax-exempt financing, the District shall not be obligated to reimburse such monies advanced or expenses incurred. If the District does not or cannot issue bonds to provide the funds for the Improvements within five (5) years of the date of this Agreement, and, thus does not reimburse the Developer for the funds advanced, then the parties agree that such funds shall be deemed paid in lieu of taxes, fees, or assessments which might be levied or imposed by the District.

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

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

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

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

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

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

If to District:

With a copy to:

If to Developer:

With a copy to:
Westside Haines City Community Development District 219 East Livingston Street
Orlando, Florida 32801 Attn: District Manager
Kilinski I Van Wyk PLLC 517 E. College Avenue Tallahassee, Florida 32301 Attn: District Counsel

GLK Real Estate, LLC 346 E. Central Avenue
Winter Haven, Florida 33880 Attn: Lauren 0. Schwenk

Straughn & Turner PA
255 Magnolia Avenue, S.W. Winter Haven, Florida 33880 Attn: Richard E. Straughn

Except as otherwise provided herein, any Notice shall be deemed received only upon actual delivery at the address set forth herein. Notices delivered after 5:00 p.m. (at the place of delivery) or on a non-business day, shall be deemed received on the next business day. If any time for giving Notice contained in this Agreement would otherwise expire on a non-business day, the Notice period shall be extended to the next succeeding business day. Saturdays, Sundays and legal holidays recognized by the United States government shall not be regarded as business days. Counsel for the parties may deliver Notice on behalf of the party he/she represents. Any party or other person to whom Notices are to be sent or copied may notify the other parties and addressees of any change in name or address to which Notices shall be sent by providing the same on five (5) days' written notice to the parties and addressees set forth herein.
THIRD-PARTY BENEFICIARIES. This Agreement is solely for the benefit of the formal parties herein and no right or cause of action shall accrue upon or by reason hereof, to or for the benefit of any third party not a fonnal party hereto. Nothing in this Agreement expressed or implied is intended or shall be construed to confer upon any person or corporation other than the parties hereto any right, remedy or claim under or by reason of this Agreement or any provisions or conditions hereof; and all of the provisions, representations, covenants and conditions herein contained shall inure to the sole benefit of and shall be binding upon the parties hereto and their respective representatives, successors and assigns.

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

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

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

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

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

[Signatures on next page]
IN WITNESS WHEREOF, the parties execute this Agreement to be effective the day and year first written above.

ATTEST:	WESTSIDE HAINES CITY
COMMUNITY DEVELOPMENT DISTRICT
s ,:k&,stbl
WITNESS:

Warren K. (Rennie) Heath II Chairperson, Board of Supervisors

GLK REAL ESTATE, LLC

Exhibit A: Second Amended and Restated Engineer's Report, dated November 7, 2023
EXHIBIT A

Westside Haines City Community Development District
Second Amended and Restated Engineer's Report
November 7, 2023

SUBMITTED BY:
Dewberry Engineers Inc. 800 North Magnolia Avenue Suite 1000
Orlando, Florida 32803
407-843-5120
TABLE OF CONTENTS
Introduction	2
Purpose and Scope	4
The Development	4
Capital Improvements	4
Stormwater Management Facilities	5
Public Roadways	5
Water and Wastewater Facilities	6
Off-Site Improvements	6
Amenities and Parks	6
Electric Utilities and Lighting	6
Entry Features	6
Miscellaneous	7
Permitting	7
Recommendation	8
Report Modification	8
Summary and Conclusion	8
Engineer’s Certification	8
List of Exhibits
Aerial Location Map	Exhibit 1
Legal Description	Exhibit 2
District Boundary Map	Exhibit 3
Land Use Map	Exhibit 4
Zoning Map	Exhibit 5
Utility Location Map and Drainage Flow Pattern Map	Exhibit 6
Summary of Opinion of Probable Cost	Exhibit 7
Summary of District Facilities	Exhibit 8
Overall Site Plan	Exhibit 9

COMPANY CONFIDENTIAL AND PROPRIETARY: Use or disclosure of data contained on this sheet is subject to restriction on the title page of this proposal.
Westside Haines City Community Development District
INTRODUCTION
The Westside Haines City Community Development District (the ''District" or “CDD”) is located on the west side of US Highway 27 (SR 25) from the Minute Maid Ramp Road, south crossing Holly Hill Grove Road 1, 2, and 3 to the southern boundary of Massee Road. The District also crosses Holly Hill Tank Road to the west of FDC Grove Road. The District is located with the city limits of Haines City, Florida (“City”) and the unincorporated area of Polk County (“County”). In March 2o21, the District contained approximately 613.43 acres and included 2,752 residential lots of various sizes for single-family lots and townhome lots with recreation/amenity areas, parks, and associated infrastructure for the various villages. The District has amended the plan to remove 12.62 acres from the Brentwood townhomes conceptual site plan. The District currently contains approximately 595.10 acres and is expected to consist of 2,513 residential lots of various sizes for single-family and townhomes with recreation/amenity areas, parks, and associated infrastructure.

The CDD was established under County Ordinance No. 21-017, which was approved by the Polk County Commission and the City of Haines City and became effective on March 18, 2021. The boundaries of the District were amended by Ordinance No. 22-071, adopted by the Board of County Commissioners of Polk County, Florida, and effective on November 7, 2022, and by Ordinance No. 23-065, adopted by the Board of County Commissioners of Polk County, Florida, and effective on October 3, 2023. The District will own and operate the public roadways, utilities systems, and stormwater management facilities, as well as the landscape, irrigation, signage, and recreational facilities within the development.

The Master Developer (“Developer”) GLK Real Estate LLC is based in Winter Haven, Florida. The Development is approved as a Planned Development (PD) for Residential Units and is divided into three (3) villages: Brentwood, Cascades, and Wynnstone. A land use summary is presented in Table 1.

Public improvements and facilities financed, acquired, and/or constructed by the District will be designed and constructed to conform to regulatory criteria from the city, county, Southwest Florida Water Management District (SWFWMD), and other applicable agencies with regulatory jurisdiction over the development, an overall estimate of the probable cost of the public improvements are provided in Exhibit 7 of this report.

The Capital Improvement Plan (“CIP” or this “Engineer’s 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 any modifications will not diminish the benefits to 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 a comparable level of benefits to the lands served by the improvements. Changes and modifications are expected as changes in regulatory criteria are implemented.

COMPANY CONFIDENTIAL AND PROPRIETARY: Use or disclosure of data contained on this sheet is subject to restriction on the title page of this proposal.
TABLE 1	AREA (AC)	
Master Stormwater System	49.14	
Residential Land (Single-Family and Townhomes Lots)	228.29	
Roadways Infrastructure & Public Facilities	95.29	
Lakes	5.09	
Amenity Center	2.09	
Open Space/Conservation Areas/Parks	220.91	
TOTAL	595.10	

PHASE	NO. UNITS	
Cascades 1	597	
Cascades 2	74	
Cascades 3	344	
Brentwood 1	226	
Brentwood 2	124	
Brentwood 3	122	
Brentwood 4/5	290	
Wynnstone 1 & 2	736	
Amenity/Recreational Parcel		
Infrastructure Roadways		
Ponds/Lake/Stormwater Conservation/Open space		
TOTAL – Westside Haines City CDD	2,513	

PHASE	LOT TYPE	UNITS	
Cascades 1	40-ft Lots	404	
	50-ft Lots	193	
Cascades 2	40-ft Lots	30	
	50-ft Lots	44	
Cascades 3	40-ft Lots	219	
	50-ft Lots	125	
Brentwood 1	Townhomes	226	
Brentwood 2	Townhomes	124	
Brentwood 3	Townhomes	122	
Brentwood 4/5	Townhomes	290	
Wynnstone 1 & 2	40-ft Lots	478	
	50-ft Lots	315	
TOTAL LOTS IN THE DISTRICT		2,513	

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 the best available information, which includes, but

COMPANY CONFIDENTIAL AND PROPRIETARY: Use or disclosure of data contained on this sheet is subject to restriction on the title page of this proposal.
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 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 be dedicated to the County or the City for ownership and maintenance upon completion. The southeastern 46 lots in Cascades Phase 1 will have a private lift station maintained by the CDD and will connect to Haines City’s water and sewer service.
PURPOSE AND SCOPE
The purpose of this report is to provide engineering support for the funding of the proposed improvements within the District. This report will identify the proposed public infrastructure to be constructed or acquired by the District along with an Opinion of Probable Construction Costs. The District will finance, construct, acquire, operate, and maintain all or specific portions of the proposed public infrastructure.

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 to prepare this Engineer’s Report.
THE DEVELOPMENT
The development will consist of a total of 2,702 residential units and associated infrastructure. The development is a planned residential community located West of US Highway 27 (SR 25) and consisting of 595.10 acres from the northern boundary around Minute Main Ramp Road 1 and extending south to the southern boundary located around Mossee Road. The District is located within unincorporated Polk County and the City of Haines City. The land use for the District is planned unit development. The development is zoned RL-1, RL-2, RL-3, and RM within the city limits and zoned RMX and ECX within the unincorporated area of Polk County. The development will be constructed in three (3) villages and have up to eleven (11) phases.
CAPITAL IMPROVEMENTS
The CIP consists of public infrastructure in each village and each phase of said village. The primary portions of the CIP will provide for stormwater pond construction, roadways built to an urban roadway typical section, water, and sewer facilities including three (3) lift stations and one (1) regional lift station, 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 that will outfall into the various on-site stormwater 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 as well as the 4 (four) lift stations serving the project. Below-ground installation of telecommunications and cable television will occur but will not be funded by the District. Installation of streetlights and power within the public rights-of-way or easements will be funded by the District.

As a part of the recreational component of the CIP, there are various amenity centers within the development and specifically for each of the villages of the development. There are four (4) amenity centers: one (1) in the Village of

COMPANY CONFIDENTIAL AND PROPRIETARY: Use or disclosure of data contained on this sheet is subject to restriction on the title page of this proposal.
Cascades, one (1) in Wynnstone, and two (2) within Brentwood. The total area of the amenity and recreational parcels is 12.89 acres. There will be conservation areas as well that can serve as passive parks within the various villages and the development that are available to the public for utilization of the facilities. The amenity centers and recreational areas will have connectivity via sidewalks to the other portions of the District. The amenity centers and recreational areas will be accessed by the public roadways and sidewalks.
CAPITAL IMPROVEMENT PLAN COMPONENTS
The CIP for the District includes the following:

Stormwater Management Facilities
Stormwater Management facilities consisting of storm conveyance systems and retention/detention ponds are contained within the District boundaries. Stormwater will be discharged via roadway curb and gutter and 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 treatment systems are regulated by the city, the county, and SWFWMD. There are various conservation areas throughout the District and will be preserved in the existing condition and these will accept stormwater discharges from our ponds as shown on Exhibit 6.

Federal Emergency Management Agency Flood Insurance Rate Map (FEMA FIRM) Panel No. 12105C0225G, effective date December 22, 2016, demonstrates that the property is located within Flood Zones X, A, and AE. Based on this information and the site topography, it appears that 100-year compensation will be done in areas where we will impact existing depressions throughout the development and the 100-year flood volumes will be compensated as it is required by the city, county, and FEMA.

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 the FDEP as delegated by the Environmental Protection Agency (EPA). The SWPPP will be prepared to depict the proposed recommended locations of required erosion control measures and staked turbidity barriers specifically along the downgradient side of any proposed construction activity. The site contractor will be required to provide the necessary reporting as required by the National Pollutant Discharge Elimination System (NPDES) General Permit with erosion control, its maintenance, and any rainfall events that occur during construction activity.

Public Roadways
The proposed public roadway sections include a 24-foot wide roadway consisting of asphalt and with Miami curbs or Type F curb and gutter on both sides along with a 50-foot right-of-way. The proposed roadway section will consist of stabilized subgrade, a lime rock, crushed concrete, or cement-treated base and asphalt type roadway wearing surface. The proposed curb is to be 2-feet 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

COMPANY CONFIDENTIAL AND PROPRIETARY: Use or disclosure of data contained on this sheet is subject to restriction on the title page of this proposal.
A potable drinking water system inclusive of water main, gate valves, fire hydrants, and appurtenances will be installed for the District. The water service provider will be Polk County Public Utilities. The water system will be designed to provide an equally distributed system that provides redundancy to the system. These facilities will be installed within the proposed public rights-of-way and will provide potable drinking water (domestic) and fire protection services to serve the entire District.

A domestic wastewater collection system inclusive of gravity sanitary sewer mains and sewer laterals will be installed. The gravity sanitary sewer mains will be a minimum of eight (8)-inch diameter PVC pipe systems. The gravity sanitary sewer lines will be placed inside of the proposed public rights-of-way, under the proposed paved roadways. Laterals will branch off from these sewer lines 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 that will interconnect three (3) lift stations and all discharge to a master lift station that will pump through a force main that will connect to the city water treatment facility located north of the development.

Polk County Public Utilities will provide the reclaimed water to be used for all irrigation within the CDD. The reclaimed water will be funded by the District and installed onsite within the roadways to provide for irrigation within the public right-of-way or any areas needing irrigation. 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 entrances. The site construction activities associated with the CIP are anticipated to be completed by villages and phases based on the estimated schedule for each village and phase. The schedule is shown on Exhibit 7. Upon completion of each phase within each village, the improvements will be through the required inspections as well as final certifications of completions will be obtained from SWFWMD, Polk County Health Department (water distribution system), 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, pavilion with public restroom facilities, pool, all-purpose playfields, and walking trails between the phases and villages to provide connectivity to the various amenity centers within the CDD. In addition, there will be public passive parks throughout the development, which will include benches and walking trails.

Electric Utilities and Lighting
The electric distribution system thru the District is currently planned to be underground, The District presently intends to fund and construct the electric conduit, fund and construct the cost for the under-grounding of the electrical system, transformer/cabinet pads, and electric manholes required by Duke Energy (Duke). Electric facilities will be owned and maintained by Duke after the dedication, with Duke providing underground electrical service to the Development. The CDD presently intends to fund the cost to purchase and install the street lighting along the internal roadways within the CDD. These lights will be operated, and maintained by Duke after the completion, with the District funding maintenance costs.
Entry Feature
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 reclaimed water or an irrigation well. The well and irrigation water mains to the various phases of the development will be constructed and acquired by the CDD with

COMPANY CONFIDENTIAL AND PROPRIETARY: Use or disclosure of data contained on this sheet is subject to restriction on the title page of this proposal.
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. It is noted that the City requires the walls as a buffer the development and thus will be funded together with the landscaping.

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 to benefit 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/residential planned development.

Permitting
Construction permits for all phases are required and include the SWFWMD ERP, Polk County Health Department, FDEP, and City construction plan approval.

Following is a summary of required permits obtained or pending approval for the construction of the public infrastructure improvements for the District:

Brentwood Phase 1 and Cascades Phases 1 & 2				
Permits/Approvals	Approval/Expected Date			
	Cascades Phase 1	Cascades Phase 2	Brentwood Townhomes
Phase 1	
Zoning Approval	Haines City RPUD
4/1/21	Haines City RPUD –
Received	Haines City RPUD –
Received	
Preliminary Plat	Haines City - 4/1/21	Haines City Preliminary Plat
– Received	Haines City Preliminary Plat
– Received	
SWFWMD ERP	Issued 04/15/2021	Issued 9/3/21	Issued 6/9/2021	
Construction Permits	Issued 5/18/2021	Issued 9/22/21	Received	
Polk County Health Department Water	Issued 6/7/2021	Issued 9/28/2021	Issued 9/28/2021	
FDEP Sanitary Sewer General Permit	Issued 5/25/2021	Issued 9/27/2021	Issued 9/29/2021	
FDEP NOI	10/26/21	Received	Received	

2

COMPANY CONFIDENTIAL AND PROPRIETARY: Use or disclosure of data contained on this sheet is subject to restriction on the title page of this proposal.
Brentwood Phases 2 & 3 and Cascade Phase 3				
Permits/Approvals	Approval/Expected Date			
	Brentwood Phase 2	Brentwood Phase 3	Cascade Phase 3	
Zoning Approval	Received	Received	Received	
Preliminary Plat	Received	Received	Received	
SWFWMD ERP	Issued 4/5/2022	Issued 4/5/2022	Issued 4/5/2022	
Construction Permits	Issued 8/12/2022	Issued 8/12/2022	Issued 8/12/2022	
Polk County Utilities Permits	Received	Received	Received	
Polk County Health Department General Water
Distribution Permit	Issued 7/21/2022	Issued 7/21/2022	Issued 7/21/2022	
FDEP Sanitary Sewer General Permit	Received ±	Received	Received	
FDEP NOI – NPDES	Received	Received	Received	
RECOMMENDATION
As previously explained within this report, the public infrastructure, as described, is necessary for the development and functional operation as required by the City and County. The site planning, engineering design, and construction plans for the infrastructure are or will be in accordance with the applicable requirements of the City, 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 are 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 the proposed plan infrastructure as shown on construction drawings incorporating specifications in the most current SWFWMD, Polk County, and the City regulations.
REPORT MODIFICATION
During the development and implementation of the designed public infrastructure improvements, it may be necessary to make modifications and/or deviations to the plans. However, if such deviations and/or revisions do not change the overall primary objective of the plan for such improvements, then the cost differences would not materially affect the proposed construction cost estimates.
SUMMARY AND CONCLUSION
The improvements as outlined are necessary for the functional development of the Project. The Project is being designed in accordance with current government regulatory requirements. The Project will serve its intended function provided the construction is in substantial compliance with the design. Items of construction for the Project are based upon current development plans.

ENGINEER’S CERTIFICATION
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 and the value is at least the same as the costs for said improvements. This noted that all financed property improvements will be located on district owned lands that is or will be at the time of conveyance to the district or subject to a permanent easement in favor of the district or another public

COMPANY CONFIDENTIAL AND PROPRIETARY: Use or disclosure of data contained on this sheet is subject to restriction on the title page of this proposal.
governmental entity.

The Opinion of Probable Costs for the public infrastructure improvements is only an estimate and is not a guaranteed maximum price. The estimated costs are based upon current unit prices and on our experience with ongoing and similar projects and basis in the county and city. 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 opinion that the costs of the CIP proposed represent a system of improvements benefitting all developable property located within the District, are fair and reasonable, and that the District-funded improvements are assessable improvements within the meaning of Chapter 190, F.S. We have no reason to believe that the CIP improvements cannot be constructed at the cost described in this report. We expect the improvements to be constructed or acquired by the District with bond proceeds, as indicated within this report. We believe that the District will be well served by the improvements discussed in this report.

I hereby certify that the foregoing is a true and correct copy of the engineer’s report for the Westside Haines City Community Development District.

Reinardo Malavé, P.E. Florida License No. 31588

COMPANY CONFIDENTIAL AND PROPRIETARY: Use or disclosure of data contained on this sheet is subject to restriction on the title page of this proposal.
POLK CO.

MINUTE MAID RAMP RD. 2

HAINES CITY

MINUTE MAID RAMP RD. 1

POLK CO.
HOLLY HILL GROVE RD. 3

POLK CO.
HOLLY HILL GROVE RD. 2

WESTSIDE HAINES CITY CDD BOUNDARY

HAINES CITY

SAND HILL RD.

APPROX. CITY LIMITS

POLK CO.

HOLLY HILL TANK RD.

HAINES CITY

POLK CO.
HAINES CITY

MASSEE RD.

LEGEND

WESTSIDE HAINES CITY CDD PARCELS
CDD CONTRACTION

EXHIBIT 1 - LOCATION MAP WESTSIDE HAINES CITY CDD

0'	1600'

3200'
7/10/23
EXHIBIT 2 - LEGAL DESCRIPTION
WESTSIDE HAINES CITY COD LEGAL DESCRIPTIONS

THORNHILL PARCELS
PARCEL 1
DESCRIPTION: A PORTION OF TRACTS 11, 12 ,13, 14, 15, & 16 AND ALL OF TRACTS 3, 4 & S, OF THE SOUTHEAST¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, AS SHOWN ON THE PLAT OF FLORIDA DEVELOPMENT COMPANY, RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTHEAST CORNER OF SAID TRACT 5; THENCE ALONG THE EAST BOUNDARY OF SAID TRACT 5, S.00"18'53"E, A DISTANCE OF 648.05 FEET TO THE NORTH BOUNDARY OF AFORESAID TRACT 11; THENCE ALONG SAID NORTH BOUNDARY, N.88°58'16.,E, A DISTANCE OF 330.50 FEET TO THE EAST BOUNDARY OF AFORESAID TRACT 11; THENCE ALONG SAID EAST BOUDNARY, S.00"17'48"E, A DISTANCE OF 634.97' TO A POINT ON THE NORTHERLY MAINTAINED RIGHT-OF-WAY OF HOLLY HILL GROVE ROAD 3, PER MAP BOOK 17, PAGES 93 THROUGH 99, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID NORTHERLY RIGHT-OF­ WAY LINE THE FOLLOWING EIGHT (8) COURSES: 1) S.87"53'35"W., A DISTANCE OF 53.92 FEET; 2) S.89"00'18"W., A DISTANCE OF 481.38 FEET; 3) S.89"49'34"W., A DISTANCE OF 265.87 FEET; 4) S.88"05'52"W., A DISTANCE OF
320.84 FEET; 5) N.89"37'21"W., A DISTANCE OF 210.35 FEET; 6) S.87'.28'16"W., A DISTANCE OF 143.50 FEET; 7) S.89"25'55"W., A DISTANCE OF 472.21 FEET; 8) N.22"16'58"W., A DISTANCE OF 31.89 TO A POINT ON THE EASTERLY MAINTAINED RIGHT OF-WAY OF FDC GROVE ROAD, PER MAP BOOK 18, PAGES 44-61, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID EASTERLY MAINTAINED RIGHT-OF-WAY THE FOLLOWING FOUR (4) COURSES: 1) N.01·14'03"W., A DISTANCE OF 140.55 FEET; 2) N.00•55•37•w., A DISTANCE OF 104.29 FEET; 3) N.00"08'51"W,, A DISTANCE OF 326.27 FEET 4) N.00"11'29"W., A DISTANCE OF 30.58 FEET TO THE WESTERLY EXTENSION OF THE SOUTH BOUNDARY OF CAMBRIA, AS RECORDED IN PLAT BOOK 159, PAGES 26 THROUGH 27, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG THE SOUTH AND EAST BOUNDARIES, RESPECTIVELY, OF SAID CAMBRIA, THE FOLLOWING TWO (2) COURSES: 1) N.88"58'16"E., A DISTANCE OF 640.37 FEET; 2) N.00"21'17"W., A DISTANCE OF 648.36 FEET OT THE SOUTHERLY RIGHT-OF-WAY OF AN UNNAMED ROAD, (ALSO KNOW AS MINUTE MAID RAMP ROAD 1); THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, N.88"59'20"E., A DISTANCE OF 991.98 FEET TO THE POINT OF BEGINNEING.
CONTAINING 43.322 ACRES, MORE OR LESS. TOGETHER WITH
PARCEL2
DESCRIPTION: A PORTION OF TRACTS 17, 28, 29, & 30 AND ALL OF TRACTS 18, 19, 20, 21,& 22, OF THE SOUTHEAST¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, AS SHOWN ON THE PLAT OF FLORIDA DEVELOPMENT COMPANY, RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTH EAST CORNER OF SAID TRACT 28, RUN THENCE ALONG THE EAST BOUNDARY THEREOF, S.00"18'30"'E.,A DISTANCE OF 636.29 FEET TO THE NORTHERLY MAINTAINED RIGHT-OF-WAY LINE OF H09LLY HILL GROVE ROAD 2, PER MAP BOOK 22, PAGES l THROUGH 7, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID NORTHERLY MAINTAINED RIGHT•OF-WAY LINE THE FOLLOWING SEVEN (7)
COURSES: 1) S.88"40'49'"W., A DISTANCE OF 13.76 FEET; 2) S.87'34'32"W.; A DISTANCE OF 110.73F EET; 3
0
S.87"59'33"W.,A DISTANCE OF 207.44 FEET; 4) N.87"S1'09"W., A DISTANCE OF 118.81FEET; 5) S.88 50'51 W.,A
DISTANCE OF 326.26 FEET; 6) S.89"40'2cr'N., A DISTANCE OF 202.13 FEET; 7} S.88"29'07"W.,A DISTANCE OF 12.51 FEET TO THE SOUTHEAST CORNER OF COUNTRY WALK ESTATES, AS RECORDED IN PLAT BOOK 155, PAGES 37 THROUGH 38, INCLUSIVE, OF THE PUBLIC RECOROS OF POLK COUNTY, FLORIDA; THENCE ALONG THE EAST AND
NORTH BOUNDARIES, RESPECTIVELY, OF SAID COUNTY WALK ESTATES THE FOLLOWING TWO (2) COURSES: 1) N.00"21'09"W,, A DISTANCE OF 631.43; 2) S.88"48'08•W. A DISTANCE OF 644.25 FEET TO A POINT ON THE EASTERLY MAINTAINED RIGHT-OF-WAY OF FDC GROVE ROAD, PER MAP BOOK 18, PAGES 44•61, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID EASTERLY MAINTAINED RIGHT-OF-WAY THE FOLLOWING TWO (2) COURSES: 1) N.00•04:22"E., A DISTANCE OF 436.25 FEET; 2) N.00"21'14"E, A DISTANCE OF 212.17 FEET TO A POINT ON SOUTHERLY MAINTAINED RIGHT-OF-WAY LINE OF HOLLY HILL GROVE ROAD 3, PER MAP BOOK 17, PAGES 93 THROUGH 99, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALOND SAID SOUTHERLY RIGHT-OF-WAY LINE, N.88°51'21.E., A DISTANCE OF 1960.98 FEET TO A POINT ON THE EAST BOUNDARY OF AFORESAID TRACT 22; THENCE ALONG SAID EAST BOUNDARY S.00"18'53"E., A DISTANCE OF
646.48 FEET TO A POINT ON THE SOUTH BOUNDARY OF SAID TRACT 22; THENCE ALONG SAID SOUTH BOUNDARY, S.88"48'08"W., A DISTANCE OF 330.25 FEET TO THE POINT OF BEGINNING.
CONTAINING 43.668 ACRES, MORE OR LESS.
CASCADES PARCELS
PARCEL A

TRACTS 17 THROUGH 20 AND TRACTS 29 THROUGH 31, MAP OF FLORIDA DEVELOPMENT COMPANY TRACT LYING IN THE NORTHWEST¼ OF SECTION 31, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
AS A POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF THE NW ¼ OF SAID SECTION 31AND PROCEEDS 89"18'58" W, ALONG THE SOUTH LINE OF THE NW¼ OF SAID SECTION 31, A DISTANCE OF 1323.58 FEET TO A FOUND CONCRETE MONUMENT 4' X 4' (NO ID) MARKING THE SOUTHEAST CORNER OF THE SW ¼ OF THE NW¼ OF SAID SECTION 31; THENCE N 00"43'21"W, A DISTANCE OF 15.00 FEET TO.THE SOUTHEAST CORNER OF SAID TRACT 29 ALSO BEING ON THE NORTH PLAmD RIGHT OF WAY LINE OF MASSEE ROAD AND THE POINT OF BEGINNING: THENCE S 89"16'39" W, ALONG SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 1170.92 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 31; THENCE N 00"21'45" W, ALONG THE WEST BOUNDARY OF TRACT 31, A DISTANCE OF 635.42 FEET TO THE NORTHWEST CORNER OF SAID TRACT 31 ALSO BEING THE SOUTHEAST CORNER OF SAID TRACT 17; THENCE S 89"15'20" W, ALONG THE SOUTH BOUNDARY OF TRACT 17, A DISTANCE OF
374.8610 THE SOUTHWEST CORNER OF SAID TRACT 17; THENCE N 00"19'09'' W, ALONG THE WEST BOUNDARY OF SAID TRACT 17, A DISTANCE OF 620.25 FEET TO THE NORTHWEST CORNER OF SAID TRACT 17 AND A POINT ON THE SOUTH PLAmD RIGHT OF WAY LINE OF A 30.00 FOOT UNNAMED ROAD; THENCE N 89"02'49" E, ALONG SAID SOUTH RIGHT OF WAY LINE, A DISTANCE OF 1548,04 FEET TO THE NORTHEAST CORNER OF SAID TRACT 20; THENCE S 00"14'28" E., ALONG THE EAST BOUNDARY OF SAID TRACT 20AND 29, A DISTANCE OF 1261.78 FEET TO THE POINT OF BEGINNING.
THE ABOVE PARCEL CONTAINING 1,708,918 SQUARE FEET, OR 39.23 ACRES, MORE OR LESS.

PARCELB
A PORTION OF TRACTS 17 AND 32, MAP OF FLORIDA DEVELOPMENT COMPANY TRACT LYING IN THE NORTHEAST
¼ OF SECTION 31, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
ASA POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF THE NW¼ OF SAID SECTION 31AND PROCEEDN 00"16'19" W, ALONG THE WEST BOUNDARY OF THE NORTHEAST¼ OF SAID SECTION 31, A DISTANCE
OF 15.00 FEET; THENCE N89"19'17" E, A DISTANCE OF 15.00 FEET TO THE A POINT ON THE EAST RIGHT OF WAY
LINE OF THE 30.00 FOOT PLATTED ROAD AND THE POINT OF BEGINNING; THENCE N 00"16'11" W, ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 1255.98 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF PARK PLACE BOULEVARD AS PER POLK COUNTY MAINTAINED RIGHT OF VtfAY MAP BOOK 19, PAGE 66; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY LINE, THE FOLLOWING THREE (3) COURSES; (1) N 88"37'34" E,A DISTANCE OF 95,17 FEET; (2) N 81"41'25" E, A DISTANCE OF 121.29 FEET; (3) N 87"59'06" E, A DISTANCE OF 100.77 FEET; THENCE LEAVING SAID SOUTHERLY RIGHT OF WAY LINES 00"16'03" E, ALONG THE EAST BOUNDARY OF SAID TRACTS 17 ANO 32, A DISTANCE OF 1243.27 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF POLK
COUNTY MAINTAINED RIGHT OF WAY MAP BOOK 14, PAGE 4S THENCE, ALONG SAID NORTHERLY RIGHT OF WAY LINE THE FOLLOWING THREE (3) COURSES: (1) S S3"51'52" W, A DISTANCE OF 16.13 FEET; (2) S 53"02'11" W, A DISTANCE OF 27.27 FEET; (3) S 6S006'06" W, A DISTANCE OF 16.68 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF THE 30.00 FOOT PLATTED RIGHT OF WAY; THENCE ALONG SAID NORTH RIGHT OF WAY LINE; S 89°19'17" W, A DISTANCE OF 265.83 FEET; TO THE POINT OF BEGINNING.
THE ABOVE PARCEL CONTAINING 399,109 SQUARE FEET, OR 9.16 ACRES, MORE OR LESS. PARCELC
A PORTION OF TRACTS 1 THROUGH 16, MAP OF FLORIDA DEVELOPMENT COMPANY TRACT LYING IN THE NORTHWEST¼ OF SECTION 31, TOWNSHIP 28 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

AS A POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF THE NW¼ OF SAID SECTION 31 AND PROCEED N 00"16'19"W, ALONG THE WEST BOUNDARY OF THE NORTHEAST¼ OF SAID SECTION 31, A DISTANCE OF 1308.22 FEET; THENCE S 89°15'46• W, A DISTANCE OF 32.12 FEET TO A POINT OF INTERSECTION OF NORTH 30.00 FOOT PLATTED RIGHT OF WAY AND THE WESTERLY RIGHT OF WAY LINE OF FDC GROVE ROAD PER POLK COUNTY MAINTAINED RIGHT OF WAY MAP BOOK 18, PAGE 43 ANO THE POINT OF BEGINNING: THENCE S 89°15'46" W, ALONG SAID NORTH RIGHT OF WAY LINE ANO THE SOUTH BOUNDARY OF SAID TRACTS 9 THROUGH 16, A DISTANCE OF 1291.75 FEET; THENCE S 89°02'19" W, ALONG SAID NORTH RIGHT OF WAY LINE AND THE SOUTH BOUNDARY OF SAID TRACTS 9 THROUGH 16, A DISTANCE OF 1547.17 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 16; THENCE N 00°19'20" W, ALONG THE WEST BOUNDARY OF SAID TRACTS 1 AND 16, A DISTANCE OF 1285.53 FEET TO THE NORTHWEST CORNER OF SAID TRACT 1 SAID NORTHWEST CORNER LYING 15.00 FEET SOUTH AND 15.00 FEET EAST OF THE NORTHWEST CORNER OF THE NW¼ OF SAID SECTION 31 ALSO BEING ON THE
SOUTH RIGHT OF WAY LINE OF A 30.00 FOOT PLATTED ROAD; THENCE N 88°48'00" E, ALONG SAID SOUTH RIGHT OF WAY LINE AND THE NORTH BOUNDARY OF SAID TRACTS 1 THROUGH 4, A DISTANCE OF 1548.12 FEET: THENCE N 88°50'05" E, ALONG SAID SOUTH RIGHT OF WAY LINE AND THE NORTH BOUNDARY OF SAID TRACTS 5 THROUGH 8, A DISTANCE OF 1309.25 FEET TO A POINT ON THE
AFOREMENTIONED WESTERLY MAINTAINED RIGHT OF WAY LINE OF FDC GROVE ROAD; THENCE ALONG SAID WESTERLY RIGHT OF WAY LINE THE FOLLOWING THIRTEEN (13) COURSES (1) S 00°16'04" E, A
DISTANCE OF 52.SO FEET; (2) S 01°12'54" W, A DISTANCE OF 101.SS FEET; (3) S 00"02'3S" E, A DISTANCE OF 168.91 FEET; (4) S 07°21'12" E,A DISTANCE OF 26.80 FEET: (5) S 01°16'36" W, A
DISTANCE OF 197.08 FEET: (6) S 00°36'22" E, A DISTANCE OF 84.70 FEET: (7) S 00°13'16" W, A
DISTANCE OF 102,33 FEET: (8) S 01"26'47" W, A DISTANCE OF 102.68 FEET: (9) S 00°21'34" W, A DISTANCE OF 104.81 FEET: (10) S OO"S8'11" w, A DISTANCE OF 101.55 FEET: (11) S 00"24'40" E, A
DISTANCE OF lOS.34 FEET: (12) S 01 •49'S1" W, A DISTANCE OF 135.10 FEET: (13) S 00"30'33" W, A DISTANCE OF 19.05 FEET; TO THE POINT OF BEGINNING.
THE ABOVE PARCEL CONTAINING 3,683,359 SQUARE FEET, OR 84.SB ACRES, MORE OR LESS.

PARCEL D
TRACTS 17 THROUGH 20 AND TRACTS 29 THROUGH 32, MAP OF FLORIDA DEVELOPMENT COMPANY TRACT LYING IN THE SOUTHWEST¼ OF SECTION 30, TOWNSHIP 28 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
ASA POINT OF REFERENCE COMMENCE AT THE SOUTHWEST CORNER OF THE SW¼ OF SAID SECTION 30 AND PROCEED N 88"48'00" E, ALONG THE SOUTH BOUNDARY OF THE SW¾ OF SAID SECTION 30,A DISTANCE OF 15.00 FEET; THENCE N 00°12'41" W, 15.00 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF A 30.00 FOOT PLAmD ROAD ALSO BEING THE SOUTHWEST CORNER OF SAID TRACT 32 AND THE POINT OF BEGINNING: THENCE N 00°06'26" W, ALONG THE WEST BOUNDARY OF SAID TRACTS 17 AND 32 A DISTANCE OF 1294.06 FEET TO A POINT ON THE SOUTH RIGHT.OFWAY LINE OFA 30.00 FOOT PLA D ROAD AND THE NORTHWEST CORNER OF SAID TRACT 17; THENCE N 88"51'21" E, ALONG SAID SOUTH RIGHT OF WAY LINE AND THE NORTH BOUNDARY OF SAID TRACTS 17 THROUGH 20,A DISTANCE OF 1547.30 FEET TO THE NORTHEAST CORNER OF SAID TRACT 20: THENCE S 00"08'32" E,

ALONG THE EAST BOUNDARY OF SAID TRACTS 20 AND 29, A DISTANCE OF 1292.54 FEET TO THE SOUTHEAST CORNER OF SAID TRACT 29 AND A POINT ON THE AFOREMENTIONED NORTH RIGHT OF WAY LINE; THENCE S 88"48'00" W, ALONG SAID NORTH RIGHT OF WAY LINE AND THE SOUTH BOUNDARY OF SAID TRACTS 29 THROUGH 32, A DISTANCE OF 1548.12 FEET; TO THE POINT OF BEGINNING.
THE ABOVE PARCEL CONTAINING 2,001,318 SQUARE FEET, OR 4S.94 ACRES, MORE OR LESS.

PARCELE
A PORTION OF TRACTS 19 THROUGH 30 IN THE NORTHWEST¾ OF SECTION 30, TOWNSHIP 28 SOUTH, RANGE 27 EAST, POLK COUNTY AND A PORTION OF TRACTS 5 THROUGH 13 IN THE SOUTHWEST¾ OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY OF MAP OF FLORIDA DEVELOPMENT COMPANY TRACT LYING IN THE NORTHWEST" OF SECTION 31, TOWNSHP 28 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

AS A POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF THE NW¾ OF SAID SECTION 30 AND PROCEEDS 00"04'10" E, ALONG THE EAST BOUNDARY OF THE SOUTHWEST¾ OF SAID SECTION 30, A DISTANCE OF 42.32 FEET; THENCE S 88"41'01"W, A DISTANCE OF 16.04 FEET TO A POINT ON THE
WESTERLY RIGHT OF WAY LINE OF FCC GROVE ROAD PER POLK COUNTY MAINTAINED RIGHT OF WAY MAP BOOK 18, PAGE 43 AND THE POINT OF BEGINNING; THENCE S 88"41'01" W, A DISTANCE OF 390.47
FEET: THENCE S 00"10'11" E, A DISTANCE OF 1232.51FEET; THENCE N 88°49137" E, A DISTANCE OF
388.70 FEET TO A POINT ON THE AFOREMENTIONED WESTERLY RIGHT OF WAY LINE OF FDC GROVE ROAD; THENCE S 00"02'32" E, ALONG SAID WESTERLY RI.GHT OF WAY LINE, A DISTANCE OF 30.00 FEET TO
THE SOUTHEAST CORNER OF SAID TRACT 9 AND THE NORTH RIGHT OF WAY LINE OF A 30.00 FOOT PLATTED ROAD; THENCE S 88"50'42" W, ALONG THE SOUTH BOUNDARY OF SAID TRACTS 9 THROUGH 13 AND SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 1411.5S FEET; THENCE N 33121'44" E, A DISTANCE OF 183.55 FEET; THENCE N 33"19'3S" E, A DISTANCE OF 600.67 FEET; THENCE N 05"35'09"
E, A DISTANCE OF S01.02 FEET; THENCE N 41'26'2S" W, A DISTANCE OF 195,12 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OFA30.00 FOOT PLAmDRIGHTOFWAY; THENCE N 88"16'32" E, ALONG SAID SOUTH RIGHT OF WAY LINE, A DISTANCE OF 79.88 FEET TO THE NORTHWEST CORNER OF SAID TRACT 6 AND THE SOUTHWEST CORNER OF VACATED 30.00 FOOT RIGHT OF WAY AS RECORDED IN OFFICIAL RECORDS BOOK 3042, PAGE 1109 OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE N 00"06'50" W, A DISTANCE OF 30.00 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 27 AND THE NORTHWEST CORNER OF SAID VACATED 30.00 FOOT RIGHT OF WAY; THENCE S 88°49'34" W, ALONG THE SOUTH BOUNDARY OF SAID TRACTS 28 THROUGH 30 AND THE NORTH RIGHT OF WAY LINE
OF A 30.00 FOOT PLATTED RIGHT OF WAY, A DISTANCE OF 1112.83 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 30; THENCE N oo·os•19" w, ALONG THE WEST BOUNDARY OF SAID TRACTS 19 AND 30,
A DISTANCE OF 968.8S FEET; THENCE N 89"00'18" E, A DISTANCE OF 780.76 FEET TO A POINT ON
THE EAST BOUNDARY OF SAID TRACT 20; THENCE N 00"06'28" W, ALONG THE EAST BOUNDARY OF SAID TRACT 20, A DISTANCE OF 322,54 FEET TO THE NORTHEAST CORNER OF SAID TRACT 20 AND A POINT ON THE SOUTH RIGHT OF WAY LINE OF A 30.00 FOOT PLATTED RIGHT OF WAY; THENCE N 88°S8152" E,
ALONG THE NORTH BOUNDARY OF SAID TRACTS 21THROUGH 24 AND SAID SOUTH RIGHT OF WAY LINE, A DISTANCE OF 1301.50 FEET TO A POINT ON THE AFOREMENTIONED WESTERLY RIGHT OF WAY LINE OF FDC GROVE ROAD; THENCE S 01101'03" E, ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF
31.84 FEET· THENCE S 89"13'55" W, A DISTANCE OF 383.17 FEET; THENCE S 00"07'48" E, A DISTANCE OF 613,8S FEET TO A POINT ON THE SOUTH BOUNDARY OF SAID TRACT 23; THENCE N 89"09'08n E, ALONG THE SOUTH BOUNDARY OF SAID TRACTS 23 AND 24, A DISTANCE OF 392.58 FEET TO A POINT
ON THE AFOREMENTIONED WESTERLY RIGHT OF WAY LINE OF FDC GROVE ROAD; THENCE S 00'01'28,, E, ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 640.SS FEET TO A POINT ON THE NORTH BOUNDARY OF SAID VACATED 30.00 FOOT ROAD; THENCE S 00°05126" E, ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 59.98 FEET; TO THE POINT OF BEGINNING.
THE ABOVE PARCEL CONTAINING 3,147,981 SQUARE FEET, OR 72.27 ACRES, MORE OR LESS.

PARCEL F
A PORTION OF TRACTS 30 THROUGH 32 OF MAP OF FLORIDA DEVELOPMENT COMPANY TRACT LYING IN
THE NORTHEAST¾ OF SECTION 31, TOWNSHIP 28 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
AS A POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF THE NW¾ OF SAID SECTION 30 AND PROCEED N 00"06'45" E, ALONG THE WEST BOUNDARY OF THE NORTHEAST¼ OF SAID SECTION 30, A DISTANCE OF 18.24 FEET; THENCE N 89"43'18" E, A DISTANCE OF 24.13 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF FDC GROVE ROAD PER POLK COUNTY MAINTAINED RIGHT OF WAY MAP BOOK 18, PAGE 43 AND THE POINT OF BEGINNING; THENCE N 00"26'25" W, ALONG SAID EASTERLY
RIGHT OF WAY LINE, A DISTANCE OF 640.49 FEET TO A POINT ON THE NORTH BOUNDARY OF SAID TRACT 32; THENCE N 88°41'30· E, ALONG THE NORTH BOUNDARY OF SAID TRACTS 30 THROUGH 32, A DISTANCE OF 970.79 FEET TO THE NORTHEAST CORNER OF SAID TRACT 30; THENCE S 00"04'16H E, ALONG THE EAST BOUNDARY OF SAID TRACT 30, A DISTANCE OF 643.81FEET TO THE SOUTHEAST CORNER OF SAID TRACT 30; THENCE S 88°53'02" W, ALONG THE SOUTH BOUNDARY OF SAID TRACTS 30 THROUGH 32, A DISTANCE OF 966.59 FEET TO THE POINT OF BEGINNING.

WYNNSTONE PARCELS
A PORTION OF LAND IN THE WEST 1/2 OF SECTION 19 AND THE NORTHWEST 1/4 OF SECTION 30, TOWNSHIP 26
SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGIN AT THE SOUTHWEST CORNER OF SUNSET RIDGE PHASE 2, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 126, PAGES 36 THROUGH 41, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA: THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID SUNSET RIDGE PHASE 2, THE FOLLOWING THREE (3) COURSES: 1) N 89°10'03" E·A DISTANCE OF 1061.38 FEET: 2) S 00°10'59" EA DISTANCE OF 150.01 FEET; 3) N 89°06'55• EA DISTANCE OF 458.47 FEET TO THE NORTHWEST CORNER OF PART 1 OF NATURES PRESERVE
PHASE 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 162, PAGES 47 THROUGH 49, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID WESTERLY BOUNDARY AND THE SOUTHERLY EXTENSION THEREOF, S 00°20'04" EA DISTANCE OF 675.94 FEET; THENCE N 89"07'01" EA DISTANCE OF 662.09 FEET TO THE NORTHWEST CORNER OF PART 2, OF SAID NATURES PRESERVE PHASE 1, THENCE ALONG SAID WESTERLY BOUNDARY AND THE SOUTHERLY EXTENSION THEREOF, S 00°21'36" EA DISTANCE OF 1292.86 FEET; THENCE S 89°03133" WA DISTANCE OF 331.34 FEET: THENCE S 00°20'54" EA DISTANCE OF 1326.13
FEET; THENCE S 89°06'36" WA DISTANCE OF 331.55 FEET: THENCE S 00°20'19H EA DISTANCE OF 1325.84 FEET; THENCE S 00"12'46 EA DISTANCE OF 30,00 FEET: THENCE S 00°05'13" EA DISTANCE OF 645.14 FEET; THENCE S 89"05'30" WA DISTANCE OF 779.49 FEET: THENCE N 00°06'38" EA DISTANCE OF 676.07
FEET; THENCE S 89"09'38" WA DISTANCE OF 764.88 FEET: THENCE N 00'03'41" WA DISTANCE OF 2619. 11 FEET; THENCE N 00"04'02" WA DISTANCE OF 30.01 FEET: THENCE N 00'04'22" WA DISTANCE OF 2122.10 FEET TO THE POINT OF BEGINNING.

PARCEl NUMBER: 272630-708000-010310 (PER BOOK 10252, PAGES 0829-0830):
TRACT 31 IN THE NORTHEAST¾ OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA.
PARCEL NUMBER; 272630-708000.030010IPER BOOK 10272, PAGES 1719-1721):
TRACTS 1 AND 2 IN THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, OF THE FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE PLAt THEREOF, AS RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, INCLUSIVE, PUBLIC RECORDS OF POLK COUNTY, FLORIDA.
PARCEL NUMBER: 272630-708000-010320 (PER BOOK 10311, PAGES 1982·1983}:
FLA DEVELOPMENT CO SUB PB PG 60 TO 63 TRACT 32 IN NE" LESS AODNL RD R/W PER MB 18 PG 43-61
PARCEL NUMBER: 272619-705000·040101(PER BOOK 10216, PAGES 0927-0928): TRACTS lOAND 11 IN THE SW¼ SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AS SHOWN ON THE PLAT OF FLORIDA DEVELOPMENT CO. TRACT, ECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, OF THE PUBLIC
RECORDS OF POLK COUNTY, FLORIDA.

PARCEL NUMBER: 272619-705000-040210 (PER BOOK 10387, PAGES 2162-2163):	.
TRACTS 23 ANO 24 IN THE SW¼ SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, ACCORDING TO THE PLAT OF FLORIDA DEVELOPMENT CO. TRACT RECORDED IN PLAT BOOK 3, PAGES 60-63,
INCLUSIVE, PUBLIC RECORDS OF POLK COUN1Y, FLORIDA, SUBJECT TO ROADWAY ALLOWANCE AS SHOWN ON SAID PLAT.

LESS AND EXCEPT THE MAINTAINED RIGHT OF WAY OF HOLLY HILL GROVE ROAD 3, AS EVIDENCED BY COUNTY MAINTAINED MAP BOOK 17, PAGES 93-99, INaUSIVE, PUBLIC RECORDS OF POLK COUNTY, FLORIDA.

PARCEL NUMBER: 272619-070SQ0:040230 (PER BOOK 10216, PAGES 0902-0903):
TRACTS 23 ANO 24 IN THE SW 3' SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, AS SHOWN ON THE PLAT OF FLORIDA DEVELOPMENT CO. TRACT. RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, OF THE PUBLIC RECORDS OF POLK COUNlY, FLORIDA.

PARCEL NUMBER; 272630-708000-010300 {PER BOOK 10543. PAGES 1172-1175);
TRACT 30 IN THE NE 3' OF SECTION 30, TOWNSHIP 26 SOUTH, RANGE 27 EAST, FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA.

PARCEL NUMBER: 272619-705000-Q40060(PER BOOK 10536. PAGES 1555-1559):
TRACT 6 IN THE SW¾ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, OF FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT 8001( 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA; BEING THE EAST½ OF THE NW ¼ OF THE NE 1' OF THE SW ¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST.
PARCELNUMBER: 272619-705000-040090 (PER BOOK 10536, PAGES 1555-1559):
TRACT 9 IN THE SW¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, ACCORDING TO THE PLAT OF FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, BEING THE SAME AS THEE½ OF THE SE ¼ OF THE NE¼ OF THE SW" OF SAID SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST.

PARCEL NUMBER: 272619-705000-040220 (PER BOOK 10581. PAGES 1114-1117):
TRACT 22 IN THE SW "OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA.

PARCEL NUMBER: 272619-705000-040280 (PER BOOK 10310, PAGES 0885-0887}:
LOT 28,INTHE SW¼ OF SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST, FLORIDA DEVELOPMENT CO. TRACT, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PlATBOOK 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, BEING IN THE W ½ OF THE SW ¼ OF THE SE ¼ OF THE SW ¼ OF SAID SECTION 19.

lESS OUT
Parcel No. 39 (Tax IP 272630-707500-0400531
HOLLY Hill GROVE & FRUIT CO SUB PB 17 PG 35 PARTOF TRACTS 5 & 6 IN SWl/4 DESC AS BEG SECOR
TRACTS RUN N 330.69 FT W 165,75 FT N 315.69 FT TO S LINE PLATTED R/W E 86.84 FT S 41 OEG 18 MIN 00 SEC E 195.07 FT SOS DEG 47 MIN 32 sec W 501.06 FTTO POS SUBJECT TO CONSERVATION EASEMENT PER OR
3994-350.

LESS OUT
DESCRIPTION:A PORTION OF TRACTS 28, 29, & 30, OF THE SOUTHEAST 1/4 OF SECTION 19, TOWNSHIP 26 SOUTH,
RANGE 27 EAST, AS SHOWN ON THE PLAT OF FLORIDA DEVELOPMENT COMPANY, RECORDED IN PLAT BOOK 3, PAGES 60 THROUGH 63, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTHEAST CORNER OF SAID TRACT 28, RUN THENCE ALONG THE EAST BOUNDARY THEREOF, s.OO"l8'30•e.,A DISTANCE OF 636.29 FEET TO THE NORTHERLY MAINTAINED RIGHT-OF-WAY LINE OF HOLLY HILL

GROVE ROAD 2, PER MAP 8001( 22, PAGES 1 THROUGH 7, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID NORTHERLY MAINTAINED RIGHT-OF-WAY LINE THE FOLLOWING SEVEN (7) COURSES: 1) S.88.40'49"W., A DISTANCE OF 13.76 FEET; 2) S,87"34'32"W., A DISTANCE OF 110.73 FEET; 3) S.87"59'33wW., A DISTANCE OF 207.44 FEET; 4) N.87"51'09"W., A DISTANCE OF 118.81FEET; S) S.88"S0'Sl"W., A DISTANCE OF 326.26 FEET; 6) S.89"40'20"W., A DISTANCE OF 202.13 FEET; 7) S.88"29'07"W., A DISTANCE OF 12.51 FEET TO THE SOUTHEAST CORNER OF COUNTRY WALK ESTATES, AS RECORDED IN PLAT BOOK 155, PAGES 37 THROUGH 38, INCLUSIVE, OF THE PUBLIC RECORDS OF POLK COU TY, FLORIDA; THENCE ALONG THE EAST BOUNDARY, OF SAID COUNTY WALK ESTATES N.00"21'09"W., A DISTANCE OF 631.43 FEET; THENCE N.88"48'08"E., A DISTANCE OF 991.93 FEET TO THE POINT OF BEGINNING.
CONTAINING 14,481 ACRES, MORE OR LESS. ALTOGETHER CONTAINING 595.10± ACRES
POLK CO.

MINUTE MAID RAMP RD. 2

HAINES CITY

MINUTE MAID RAMP RD. 1

POLK CO.

POLK CO.
WEST HAINES CITY CDD BOUNDARY

SAND HILL RD.

POLK CO.

HOLLY HILL TANK RD.

HAINES CITY

HAINES CITY

SECTS 19, 30 & 31, T26S, R27E

MASSEE RD.

EXHIBIT 4 - EXSITING LAND USE WESTSIDE HAINES CITY CDD
LEGEND

WESTSIDE HAINES CITY CDD
PARCELS
0'	1600'	3200'

DATE: March 17, 2021

POLK COUNTY - FUTURE LAND USE

SECTS 19, 30 & 31,

EXHIBIT 5 - FUTURE LAND USE
LEGEND

WESTSIDE HAINES CITY CDD
CDD CONTRACTION
T26S, R27E
AREA 595.10± AC.
WESTSIDE HAINES CITY CDD
0'	1600'	3200'

7/10/23
POLK CO.

HAINES CITY

MINUTE MAID RAMP RD. 1

POLK CO.

HAINES CITY
SAND HILL RD.

POLK CO.

NOTE:

MASSEE RD.

HAINES CITY
LEGEND

WESTSIDE HAINES CITY CDD
PARCELS
DRAINAGE AREA LIMITS DRAINAGE PATTERN
EXISTING WATER MAIN EXISTING FORCE MAIN EXISTING RECLAIM MAIN
CONTOUR INFORMATION PER POLK COUNTY LIDAR GIS DATABASE.
SECTS 19, 30 & 31, T26S, R27E
EXHIBIT 6 - UTILITY LOCATION AND DRAINAGE MAP WESTSIDE HAINES CITY CDD

0'	1600'

3200'

DATE: March 17, 2021
Exhibit 7 - Summary of Probable Cost											
	Brentwood Townhomes	Cascades Single Family	Wynnstone Single Family								

Infrastructure	Phase 1
 (226 Lots)

2021-2023	Phase 2
 (124 Lots)

2023-2024	Phase 3
 (122 Lots)

2023-2024	Phase 4/5
 (290 Lots)

2024-2025	Phase 1 (597 Lots)

2021-2024	Phase 2 (74 Lots)

2021-2024	Phase 3 (344 Lots)

2023-2025	Phase 1 (503 Lots)

2024-2025	Phase 2 (233 Lots)

2025-2026	Total (2,513 Lots)	
Assessment Area	1	2	2	3	1	1	2	3	4		

Offsite Improvements(1)(5)(7)(11)	
$970,000	
$200,000	
$0	
$250,000	
$4,000,000	
$500,000	
$800,000	
$2,500,000	
$1,562,500	
$10,782,500	
Stormwater Management (1)(2)(3)(5)(6)(7)	$1,284,390	$1,103,340	$1,461,713	$4,482,699	$2,835,625	$450,000	$3,837,500	$1,300,000	$2,578,125	$19,333,391	

Utilities (Water, Sewer, & Street Lighting) (1) (5)(7) (9)(11)	
$1,169,820	
$1,004,920	
$1,331,325	
$4,082,835	
$2,731,250	
$450,000	
$3,637,500	
$1,265,000	
$2,515,625	
$18,188,275	

Roadway (1)(4)(5)(7)	$560,790	$481,740	$638,213	$1,957,234	$1,365,625	$265,000	$2,166,125	$560,000	$1,500,000	$9,494,726	

Entry Feature (1)(7)(8)911)	$100,000	$0	$200,000	$125,000	$750,000	$0	$250,000	$250,000	$156,250	$1,831,250	
Parks and Amenities (1)(7)(11)	$1,000,000	$0	$0	$1,250,000	$1,750,000	$0	$750,000	$1,000,000	$312,500	$6,062,500	
Contingency(11)	$565,000	$310,000	$381,250	$1,020,000	$1,492,500	$185,000	$1,600,000	$750,000	$250,000	$6,553,750	
TOTAL	$5,650,000	$3,100,000	$4,012,500	$13,167,768	$14,925,000	$1,850,000	$13,041,125	$7,625,000	$8,875,000	$72,246,393	

Notes:
Infrastructure consists of public roadway improvements, Stormwater management facilities, master sanitary sewer lift station and utilities, entry feature, landscaping and signage, and public neighborhood parks, all of which will be located on land owned by or subject to a permanent easement in favor of the District or another governmental entity.
Excludes grading of each lot in conjunction with home construction, which will be provided by home builder.
Includes Stormwater pond excavation. Does not include the cost of transportation of fill for use of private lots.
Includes sub-grade, base, asphalt paving, curbing, and civil/site engineering.
Includes subdivision infrastructure and civil/site engineering.
Stormwater does not include grading associated with building pads.
Estimates are based on 2023 cost.
Includes entry features, signage, hardscape, landscape, irrigation and fencing.
CDD will enter into a Lighting Agreement with Duke Energy for the streetlight poles and lighting service. Includes only the cost of undergrounding.
Estimates based on 2,513 lots.
The costs associated with the infrastructure are a master cost and is effectively shared by the entire project (All phases).
Exhibit 8
Summary of Proposed District Facilities

District Infrastructure	Construction	Ownership	Capital Financing*	Operation and Maintenance	
Entry Feature & Signage	District	District	District Bonds	District	
Stormwater Facilities	District	District	District Bonds	District	
Lift Stations/Water/Sewer	District	Polk County****	District Bonds	Polk County****	
Street Lighting/Conduit	District	Duke/District**	District Bonds	Duke/District***	
Road Construction	District	District	District Bonds	District	
Parks & Amenities	District	District	District Bonds	District	
Offsite Improvements	District	Polk County	District Bonds	Polk County	

*Costs not funded by bonds will be funded by the developer
** District will fund incremental cost of undergrounding of electrical conduit
***District will fund street lighting maintenance services with funds other than tax-exempt bonds
**** Haines City will own and maintain the water and sewer infrastructure for the 46 lots in the Southeast corner of the District.

									DESCRIPTION	
									BY	
									DATE	
									NO.	

															

1	2	4	5

Dewberry Engineers Inc.
800 NORTH MAGNOLIA AVENUE SUITE 1000
ORLANDO, FLORIDA 32804
PHONE: 407.843.5120 ENGINEERING BUSINESS - 8794
E

BRENTWOOD PHASE 3

D

BRENTWOOD PHASE 2
SEAL

				

				
				
KEY PLAN

C

SCALE	NORTH

B
NO.

DATE

BY	DESCRIPTION
REVISIONS

DRAWN BY
APPROVED BY CHECKED BY
DATE

MJB RM
  RM	 03/22/21

TITLE

BRENTWOOD

A
PROJECT NO.

50137547

2 OF 4

1	2	4	5

Dewberry Engineers Inc.
800 NORTH MAGNOLIA AVENUE SUITE 1000
ORLANDO, FLORIDA 32804
PHONE: 407.843.5120 ENGINEERING BUSINESS - 8794
E

D

SEAL

KEY PLAN

C

SCALE	NORTH

B

REVISIONS

DRAWN BY
APPROVED BY CHECKED BY

MJB RM
  RM	

A	CASCADES PHASE 1 - LOT SUMMARY

PROJECT NO.

50137547

3 OF 4

1	2	4	5

Dewberry Engineers Inc.
800 NORTH MAGNOLIA AVENUE SUITE 1000
ORLANDO, FLORIDA 32804
PHONE: 407.843.5120 ENGINEERING BUSINESS - 8794
E

D

RL-1
SEAL

KEY PLAN

C

SCALE	NORTH

B
NO.

DATE

BY	DESCRIPTION

125
REVISIONS

DRAWN BY
APPROVED BY CHECKED BY
DATE TITLE

MJB RM
  RM	 03/22/21
344

A	CASCADES PHASE 3 - LOT SUMMARY
CASCADES PHASES
2 & 3
PROJECT NO.	50137547

219

219
125

125
344

344

4 OF 4

Section VIII

Section B

Section 1

Sent Via Email: jburns@gmscfl.com

April 2, 2024

Ms. Jillian Burns District Manager
Westside Haines City Community Development District c/o Governmental Management Services
219 East Livingston Street Orlando, Florida 32801

Subject:	Work Authorization Number 2024-2
Westside Haines City Community Development District
Annual Engineer’s Report 2024

Dear Ms. Burns:

Dewberry Engineers Inc. (Engineer) is pleased to submit this Work Authorization to provide professional consulting engineering services for the Westside Haines City Community Development District (CDD). We will provide these services pursuant to our current agreement (“District Engineering Agreement”) as follows:

Scope of Work

We will provide the Annual Engineer’s Report for the CDD as required by the Trust Indenture for
this fiscal year. The report will address the requirements as detailed in Section 9.21 of the Trust.

Fees

The CDD will compensate the Engineer pursuant to the hourly rate schedule contained in the District Engineering Agreement. We estimate a budget in the amount of $4,500, plus other direct costs. The CDD will reimburse the Engineer all direct costs, which include items such as printing, drawings, travel, deliveries, et cetera, pursuant to the Engineering Agreement.

Thank you for considering Dewberry. We look forward to helping you create a quality project. Sincerely,	APPROVED AND ACCEPTED

By: 	
Rey Malavé, P.E.	Authorized Representative of
Dewberry Engineers Inc.	Westside Haines City
Associate Vice President	Community Development District

_April 2, 2024	
Date	Date

Page 1 of 1
Attachment A

STANDARD HOURLY BILLING RATE SCHEDULE
Professional/Technical/Construction/Surveying Services

LABOR CLASSIFICATION	HOURLY RATES	
Professional		
Engineer I, II, III	$115.00, $135.00, $155.00	
Engineer IV, V, VI	$170.00, $195.00, $225.00	
Engineer VII, VIII, IX	$250.00, $275.00, $305.00	
Environmental Specialist I, II, III	$105.00, $125.00, $150.00	
Senior Environmental Scientist IV, V, VI	$170.00, $190.00, $210.00	
Planner I, II, III	$105.00, $125.00, $150.00	
Senior Planner IV, V, VI	$170.00, $190.00, $210.00	
Landscape Designer I, II, III	$105.00, $125.00, $150.00	
Senior Landscape Architect IV, V, VI	$170.00, $190.00, $210.00	
Principal	$350.00	
Technical		
CADD Technician I, II, III, IV, V	$80.00, $100.00, $120.00, $140.00, $175.00	
Designer I, II, III	$110.00, $135.00, $160.00	
Designer IV, V, VI	$180.00, $200.00, $220.00	
Construction		
Construction Professional I, II, III	$125.00, $155.00, $185.00	
Construction Professional IV, V, VI	$215.00, $240.00, $285.00	
Survey		
Surveyor I, II, III	$68.00, $83.00, $98.00	
Surveyor IV, V, VI	$115.00, $125.00, $145.00	
Surveyor VII, VIII, IX	$160.00, $190.00, $235.00	
Senior Surveyor IX	$290.00	
Fully Equipped 1, 2, 3 Person Field Crew	$145.00, $175.00, $230.00	
Administration		
Administrative Professional I, II, III, IV	$70.00, $95.00, $115.00, $145.00	
Other Direct Costs (Printing, Postage, Etc.)	Cost + 15%	

Company Confidential and Proprietary: Use or disclosure of data contained on this sheet is subject to restriction on the title page of this report.
Revised 05-01-23\Subject to Revision\Standard Hourly Billing Rate Schedule

Section C

April 17th, 2024 Joel Blanco Field Manager GMS
Westside Haines City CDD Field Management Report | GMS 2024

Pond Review

Westside Haines City CDD Field Management Report | GMS 2024

Westside Haines City CDD Field Management Report | GMS 2024

Section D

Section 1

Summary of Check Register

February 24, 2024 to March 22, 2024

General Fund #4367	
2/27/24	
28-35	
$	302,482.79	
	3/1/24	36	$	1,769.50	
	3/5/24	37	$	14,058.00	
	3/7/24	38	$	69,000.00	
	3/12/24	39-41	$	15,629.94	
	3/19/24	42-44	$	127,617.37	
	3/22/24	45-50	$	431,018.37	

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	3/26/24	PAGE	1
*** CHECK DATES 02/23/2024 - 03/22/2024 ***	WESTSIDE HAINES GENERAL FUND
BANK B GENERAL FUND-#4367
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#
2/27/24 00020 12/31/23 021941	202402 300-20700-10100	*	702.08
032 FR#1
1/31/24 022014	202402 300-20700-10100	*	803.32
032 BW FR#2
ABSOLUTE ENGINEERING INC	1,505.40 000028
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2/27/24 00028	1/26/24 219501	202402 300-20700-10100	*	842.50
032 BW FR#2
HORNER ENVIRONMENTAL PROFESSIONAL	842.50 000029
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2/27/24 00054	1/03/24 4955586	202402 300-20700-10100	*	690.13
032 FR#1
POLK COUNTY UTILITIES DIVISION	690.13 000030
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2/27/24 00025	1/20/24 PAYAPP#2 202402 300-20700-10100	*	291,622.24
032 BW FR#2
QGS DEVELOPMENT, INC.	291,622.24 000031
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2/27/24 00029	2/01/24 I2402023 202402 300-20700-10100	*	31.20
032 BW FR#2
STACY'S PRINTING	31.20 000032
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2/27/24 00007 12/31/23 63	202312 320-53800-49000	*	981.00
REMOVE DEBRIS/CLEAN POND
GOVERNMENTAL MANAGEMENT SERVICES	981.00 000033
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2/27/24 00054	2/19/24 224168JA 202401 320-53800-43200	*	5,835.32 PTBLE IR BIG SUR-JAN24
POLK COUNTY UTILITIES DIVISION	5,835.32 000034
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2/27/24 00049	2/13/24 11737	202402 320-53800-49000	*	975.00
ADD DIRT/PINE BARK MULCH
PRINCE & SONS INC.	975.00 000035
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3/01/24 00017	2/09/24 8747	202402 300-20700-10100	*	1,691.50
032 FR#3
2/09/24 8752	202402 300-20700-10100	*	78.00
032 FR#3
KILINSKI / VAN WYK, PLLC	1,769.50 000036
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3/05/24 00050 12/01/23 25317	202312 330-53800-46200	*	4,686.00
LAND MAINT BRENT-DEC23
1/12/24 25331	202401 330-53800-46200	*	4,686.00
LAND MAINT BRENT-JAN24
2/28/24 26009	202402 330-53800-46200	*	4,686.00
LAND MAINT BRENT-FEB24
DUVAL LANDSCAPE MAINTENANCE	14,058.00 000037
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	3/26/24	PAGE	2
*** CHECK DATES 02/23/2024 - 03/22/2024 ***	WESTSIDE HAINES GENERAL FUND
BANK B GENERAL FUND-#4367
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#
3/07/24 00019	1/01/23 1480	202403
031 BW FR#55
1/01/24 1481	202403
031 FR#36
GLK REAL ESTATE LLC	69,000.00 000038
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3/12/24 00057	2/28/24 17370	202402 320-53800-47000	*	175.00
POND MAINTENANCE-FEB24
AQUATIC WEED MANAGEMENT,INC.	175.00 000039
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3/12/24 00007	1/31/24 69	202401 320-53800-49000	*	760.00
APP GOPHER SCRAM/TRASH
3/01/24 64	202403 310-51300-34000	*	3,246.25
MANAGEMENT FEES-MAR24
3/01/24 64	202403 310-51300-35200	*	100.00
WEBSITE MANAGEMENT-MAR24
3/01/24 64	202403 310-51300-35100	*	150.00
INFORMATION TECH-MAR24
3/01/24 64	202403 310-51300-31300	*	416.67
DISSEMINATION SVCS-MAR24
3/01/24 64	202403 310-51300-51000	*	5.72
OFFICE SUPPLIES-MAR24
3/01/24 64	202403 310-51300-42000	*	62.49
POSTAGE-MAR24
3/01/24 65	202403 330-53800-12000	*	625.00
FIELD MGMT BRENT-MAR24
3/01/24 66	202403 320-53800-12000	*	833.33
FIELD MGMT CASCADE-MAR24
GOVERNMENTAL MANAGEMENT SERVICES	6,199.46 000040
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3/12/24 00049	2/29/24 11995	202402 320-53800-47300	*	450.48
FIX MAINLINE/WIRES/VALVE
3/01/24 11961	202403 320-53800-46200	*	8,805.00
LANDSCAPE MAINT CAS-MAR24
PRINCE & SONS INC.	9,255.48 000041
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3/19/24 00058	1/03/24 01032024 202401 310-51300-42000	*	328.59
FY23 MAIL TAX NOTICE
JOE G. TEDDER, TAX COLLECTOR	328.59 000042
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3/19/24 00017	3/15/24 9022	202402 310-51300-31500	*	10,082.02
ATTORNEY SVCS-FEB24
KILINSKI / VAN WYK, PLLC	10,082.02 000043
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3/19/24 00042	3/19/24 03192024 202403 300-20700-10000	*	117,206.76
ASSESSMENT TRANSFER S2021
WESTSIDE HAINES CITY C/O US BANK	117,206.76 000044
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	3/26/24	PAGE	3
*** CHECK DATES 02/23/2024 - 03/22/2024 ***	WESTSIDE HAINES GENERAL FUND
BANK B GENERAL FUND-#4367
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#
3/22/24 00022	2/05/24 CHANGEOR 202403 300-20700-10100	*	73,152.00
032 BW FR#4
2/08/24 CHANGEOR 202403 300-20700-10100	*	10,800.00
032 BW FR#4

032 BW FR#4

QGS DEVELOPMENT, INC.	72,799.55 000048
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3/22/24 00043 11/30/23 34655	202403 300-20700-10100	*	31,746.50
032 BW FR#5
QUALITY BY DESIGN, INC.	31,746.50 000049
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3/22/24 00059	2/05/24 CHANGEOR 202403
032 BW FR#4
2/05/24 CHANGEOR 202403
032 BW FR#4
2/20/24 CHANGEOR 202403
032 BW FR#4
2/23/24 CHANGEOR 202403
032 BW FR#4
QUALITY PRECAST SOLUTIONS, LLC	91,469.00 000050
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
TOTAL FOR BANK B	961,575.97
TOTAL FOR REGISTER	961,575.97

WHCD WESTSIDE HAINE AGUZMAN

Section 2

Westside Haines City
Community Development District

Unaudited Financial Reporting
February 29, 2024

Table of Contents

1		Balance Sheet	

2-4	
	General Fund	

5	
	Capital Reserve Fund	

6	
	Series 2021 Debt Service Fund	

7	
	Series 2021 Capital Projects Fund	

8	
	Series 2024 Capital Projects Fund	

9-11	
	Month to Month	

12	
	Long Term Debt Report	

13	
	Assessment Receipt Schedule	
Westside Haines City
Community Development District Combined Balance Sheet February 29, 2024

Assets:
Cash:
Operating Account - #27	

$	513,797	

$	

-	

$	

-	

$	513,797			
Operating Account - #43
Investments:	$	874,934	$	-	$	-	$	874,934			
Series 2021 Reserve	
$	-	$	548,975	$	-	
$	548,975							
Revenue	$	-	$	947,560	$	-	$	947,560							
Construction - Cascades Phase 1 & 2	$	-	$	-	$	36,520	$	36,520							
Construction - Brentwood Phase 1	$	-	$	-	$	157	$	157							
Due From Developer	$	354	$	-	$	69,000	$	69,354							
Due From General Fund	$	-	$	117,207	$	-	$	117,207	
Total Assets	$	1,389,085	$	1,613,742	$	105,677	$	3,108,504							
Liabilities:
Accounts Payable	

$	27,624	$	-	$	-	

$	27,624							
Contracts Payable	$	-	$	-	$	70,384	$	70,384							
Due to Debt Service	$	117,207	$	-	$	-	$	117,207							
Total Liabilites	$	144,830	$	-	$	70,384	$	215,214							
Fund Balance:
Restricted for:
Debt Service - Series 2021	

$	-	$	1,613,742	$	-	

$	1,613,742							
Capital Projects - Series 2021	$	-	$	-	$	35,294	$	35,294							
Unassigned	$	1,244,254	$	-	$	-	$	1,244,254					
Total Fund Balances	$	1,244,254	$	1,613,742	$	35,294	$	2,893,290					
									
Total Liabilities & Fund Balance	$	1,389,085	$	1,613,742	$	105,677	$	3,108,504					
Westside Haines City
Community Development District General Fund
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending February 29, 2024

Adopted	Prorated Budget	Actual		
Budget	Thru 02/29/24	Thru 02/29/24	Variance	

Revenues:					
Assessments - Tax Roll	$	762,450	$	683,673	$	683,673	$	-		
Assessments - Lot Closing	$	-	$	-	$	36,088	$	36,088		
Developer Contributions	$	230,836	$	2,975	$	2,975	$	-		
Boundary Amendment Contributions	$	-	$	-	$	5,704	$	5,704		
Total Revenues	$	993,286	$	686,648	$	728,440	$	41,792	

Expenditures:					
General & Administrative:					
Supervisor Fees	$	12,000	$	5,000	$	5,000	$	-	
Engineering	$	15,000	$	6,250	$	10,620	$	(4,370)	
Attorney	$	25,000	$	10,417	$	23,529	$	(13,113)	
Annual Audit	$	5,500	$	-	$	-	$	-	
Assessment Administration	$	5,000	$	5,000	$	5,000	$	-	
Arbitrage	$	1,350	$	-	$	-	$	-	
Dissemination	$	7,000	$	2,917	$	2,083	$	833	
Trustee Fees	$	12,000	$	-	$	-	$	-	
Management Fees	$	38,955	$	16,231	$	16,231	$	-	
Information Technology	$	1,800	$	750	$	750	$	-	
Website Maintenance	$	1,200	$	500	$	500	$	-	
Postage & Delivery	$	1,000	$	417	$	584	$	(167)	
Insurance	$	5,913	$	5,913	$	5,785	$	128	
Copies	$	1,000	$	417	$	-	$	417	
Legal Advertising	$	10,000	$	4,167	$	2,479	$	1,688	
Other Current Charges	$	5,268	$	2,195	$	398	$	1,797	
Boundary Amendment	$	-	$	-	$	2,176	$	(2,176)	
Office Supplies	$	625	$	260	$	18	$	242	
Dues, Licenses & Subscriptions	$	175	$	175	$	175	$	-	
Total General & Administrative	$	148,786	$	60,608	$	75,329	$	(14,721)	
Westside Haines City
Community Development District General Fund
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending February 29, 2024

Adopted	Prorated Budget	Actual		
Budget	Thru 02/29/24	Thru 02/29/24	Variance	

Operations & Maintenance
Cascades Expenditures					
Field Expenditures Property Insurance	

$	10,000	

$	10,000	

$	3,355	

$	6,645	
Field Management	$	10,000	$	4,167	$	4,167	$	-	
Landscape Maintenance	$	185,000	$	77,083	$	47,000	$	30,083	
Landscape Replacement	$	25,000	$	10,417	$	2,415	$	8,002	
Lake Maintenance	$	18,500	$	7,708	$	525	$	7,183	
Streetlights	$	15,000	$	6,250	$	12,999	$	(6,749)	
Electric	$	5,500	$	2,292	$	3,960	$	(1,669)	
Water & Sewer	$	8,000	$	3,333	$	19,597	$	(16,264)	
Sidewalk & Asphalt Maintenance	$	2,500	$	1,042	$	-	$	1,042	
Irrigation Repairs	$	10,000	$	4,167	$	2,944	$	1,223	
General Repairs & Maintenance	$	17,000	$	7,083	$	4,671	$	2,413	
Field Contingency	$	10,000	$	4,167	$	3,116	$	1,051	
Amenity Expenditures Amenity Staff	

$	30,000	

$	12,500	

$	-	

$	12,500	
Amenity - Electric	$	12,000	$	5,000	$	-	$	5,000	
Amenity - Water	$	10,000	$	4,167	$	-	$	4,167	
Playground Lease	$	35,000	$	14,583	$	-	$	14,583	
Fitness Equipment Lease	$	35,000	$	14,583	$	-	$	14,583	
Internet	$	3,000	$	1,250	$	-	$	1,250	
Pest Control	$	1,500	$	625	$	-	$	625	
Janitorial Service	$	20,500	$	8,542	$	-	$	8,542	
Security Services	$	25,000	$	10,417	$	-	$	10,417	
Pool Maintenance	$	36,000	$	15,000	$	-	$	15,000	
Amenity Repairs & Maintenance	$	15,000	$	6,250	$	-	$	6,250	
Amenity Access Management	$	2,500	$	1,042	$	-	$	1,042	
Amenity Contingency	$	12,000	$	5,000	$	-	$	5,000	
Capital Reserve	$	5,000	$	2,083	$	-	$	2,083	
Subtotal Cascades Expenditures	$	559,000	$	238,750	$	104,749	$	134,001	
Westside Haines City
Community Development District General Fund
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending February 29, 2024

Adopted	Prorated Budget	Actual		
Budget	Thru 02/29/24	Thru 02/29/24	Variance	

Brentwood Expenditures					
Field Expenditures Property Insurance	

$	8,000	

$	-	

$	-	

$	-	
Field Management	$	7,500	$	3,125	$	3,125	$	-	
Landscape Replacement & Repair	$	7,500	$	3,125	$	-	$	3,125	
Streetlights	$	10,000	$	4,167	$	3,169	$	997	
Electric	$	2,000	$	833	$	322	$	511	
Water & Sewer	$	5,000	$	2,083	$	-	$	2,083	
Irrigation Repairs	$	3,000	$	1,250	$	-	$	1,250	
General Repairs & Maintenance	$	7,500	$	3,125	$	-	$	3,125	
Field Contingency	$	5,000	$	2,083	$	-	$	2,083	
Amenity Expenditures Amenity Staff	

$	30,000	

$	12,500	

$	-	

$	12,500	
Amenity - Electric	$	7,500	$	3,125	$	-	$	3,125	
Amenity - Water	$	10,000	$	4,167	$	-	$	4,167	
Playground Lease	$	35,000	$	14,583	$	-	$	14,583	
Fitness Equipment Lease	$	35,000	$	14,583	$	-	$	14,583	
Internet	$	3,000	$	1,250	$	-	$	1,250	
Amenity Landscaping	$	12,000	$	5,000	$	21,778	$	(16,778)	
Amenity Landscape Replacement	$	3,000	$	1,250	$	-	$	1,250	
Amenity Irrigation Repairs	$	3,000	$	1,250	$	-	$	1,250	
Pest Control	$	1,500	$	625	$	-	$	625	
Janitorial Service	$	15,000	$	6,250	$	-	$	6,250	
Security Services	$	25,000	$	10,417	$	-	$	10,417	
Pool Maintenance	$	25,000	$	10,417	$	-	$	10,417	
Amenity Repairs & Maintenance	$	10,000	$	4,167	$	-	$	4,167	
Amenity Access Management	$	2,500	$	1,042	$	-	$	1,042	
Amenity Contingency	$	7,500	$	3,125	$	-	$	3,125	
Capital Reserve	$	5,000	$	2,083	$	-	$	2,083	
Subtotal Brentwood Expenditures	$	285,500	$	115,625	$	28,395	$	87,230	
					
Total Operations & Maintenance	$	844,500	$	354,375	$	133,143	$	221,232	
					
Total Expenditures	$	993,286	$	414,983	$	208,472	$	206,511	
					
Net Change in Fund Balance	$	-		$	519,967		
					
Fund Balance - Beginning	$	-		$	724,287		
					
Fund Balance - Ending	$	-		$	1,244,254		
Westside Haines City
Community Development District Capital Reserve Fund
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending February 29, 2024

Adopted	Prorated Budget	Actual		
Budget	Thru 02/29/24	Thru 02/29/24	Variance	

Revenues:					
Transfer In - Cascades	$	5,000	$	-	$	-	$	-	
Transfer In - Brentwood	$	5,000	$	-	$	-	$	-	
Total Revenues	$	10,000	$	-	$	-	$	-	

Expenditures:					
Capital Expenditures - Cascades	$	-	$	-	$	-	$	-	
Capital Expenditures - Brentwood	$	-	$	-	$	-	$	-	
Total Expenditures	$	-	$	-	$	-	$	-	
					
Net Change in Fund Balance	$	10,000	$	-		
					
Fund Balance - Beginning	$	-	$	-		
					
Fund Balance - Ending	$	10,000	$	-		
Westside Haines City
Community Development District Debt Service Fund Series 2021
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending February 29, 2024

Adopted	Prorated Budget	Actual		
Budget	Thru 02/29/24	Thru 02/29/24	Variance	

Revenues:						
Assessments - Tax Roll	$	1,097,950	$	984,728	$	984,728	$	-	
Interest	$	-	$	-	$	17,565	$	17,565	
Total Revenues	$	1,097,950	$	984,728	$	1,002,293	$	17,565	

Expenditures:						
Interest - 11/1	$	344,256	$	344,256	$	344,256	$	-	
Principal - 5/1	$	410,000	$	-	$	-	$	-	
Interest - 5/1	$	344,256	$	-	$	-	$	-	
Total Expenditures	$	1,098,513	$	344,256	$	344,256	$	-	
						
Excess (Deficiency) of Revenues over Expenditures	$	(563)		$	658,036			
						
Fund Balance - Beginning	$	406,549		$	955,706			
						
Fund Balance - Ending	$	405,987		$	1,613,742			
Westside Haines City
Community Development District Capital Projects Fund Series 2021
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending February 29, 2024

Adopted	Prorated Budget	Actual		
Budget	Thru 02/29/24	Thru 02/29/24	Variance	

Revenues:					
Developer Contributions - Cascades	$	-	$	-	$	156,306	$	156,306	
Developer Contributions - Brentwood	$	-	$	-	$	44,800	$	44,800	
Interest	$	-	$	-	$	1,936	$	1,936	
Total Revenues	$	-	$	-	$	203,042	$	203,042	

Expenditures:					
Capital Outlay - Cascades	$	-	$	-	$	208,795	$	(208,795)	
Capital Outlay - Brentwood	$	-	$	-	$	41,914	$	(41,914)	
Total Expenditures	$	-	$	-	$	250,708	$	(250,708)	
					
Excess (Deficiency) of Revenues over Expenditures	$	-	$	(47,667)		
					
Fund Balance - Beginning	$	-	$	82,960		
					
Fund Balance - Ending	$	-	$	35,294		
Westside Haines City
Community Development District Capital Projects Fund Series 2024
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending February 29, 2024

Adopted	Prorated Budget	Actual		
Budget	Thru 02/29/24	Thru 02/29/24	Variance	

Revenues:

Developer Advances	

$	

-	$	

-	$	296,461	

$	296,461	
Total Revenues	$	-	$	-	$	296,461	$	296,461	

Expenditures:

Capital Outlay	

$	

-	$	

-	$	296,461	

$	(296,461)	
Total Expenditures	$	-	$	-	$	296,461	$	(296,461)	
					
Excess (Deficiency) of Revenues over Expenditures	$	-	$	-		
					
Fund Balance - Beginning	$	-	$	-		
					
Fund Balance - Ending	$	-	$	-		
Westside Haines City
Community Development District Month to Month

Revenues:							
Assessments - Tax Roll	$	-	$	1,824	$	600,475	$	6,228	$	75,146	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $  683,673	
Assessments - Lot Closing	$	-	$	-	$	-	$	-	$	36,088	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	36,088	
Developer Contributions	$	-	$	-	$	2,975	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	2,975	
Boundary Amendment Contributions	$	-	$	3,175	$	-	$	2,176	$	354	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	5,704	
Total Revenues	$	-	$	4,999	$	603,450	$	8,403	$	111,587	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $  728,440	

Expenditures:							
General & Administrative:							
Supervisor Fees	$	2,000	$	800	$	600	$	-	$	1,600	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	5,000	
Engineering	$	4,500	$	4,373	$	1,013	$	735	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	10,620	
Attorney	$	3,887	$	4,573	$	3,748	$	1,240	$	10,082	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	23,529	
Annual Audit	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Assessment Administration	$	5,000	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	5,000	
Arbitrage	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Dissemination	$	417	$	417	$	417	$	417	$	417	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	2,083	
Trustee Fees	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Management Fees	$	3,246	$	3,246	$	3,246	$	3,246	$	3,246	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	16,231	
Information Technology	$	150	$	150	$	150	$	150	$	150	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	750	
Website Maintenance	$	100	$	100	$	100	$	100	$	100	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	500	
Postage & Delivery	$	8	$	69	$	44	$	448	$	16	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	584	
Insurance	$	5,785	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	5,785	
Printing & Binding	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Legal Advertising	$	1,780	$	699	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	2,479	
Other Current Charges	$	47	$	39	$	117	$	39	$	156	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	398	
Boundary Amendment	$	1,905	$	271	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	2,176	
Office Supplies	$	0	$	9	$	5	$	3	$	0	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	18	
Dues, Licenses & Subscriptions	$	175	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	175	
Total General & Administrative	$	28,999	$	14,746	$	9,440	$	6,377	$	15,767	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	75,329	
Westside Haines City
Community Development District Month to Month

Operations & Maintenance
Cascades Expenditures							
Field Expenditures Property Insurance	

$	-	

$	-	

$	-	

$	-	

$	3,355	

$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	3,355	
Field Management	$	833	$	833	$	833	$	833	$	833	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	4,167	
Landscape Maintenance	$	8,805	$	8,805	$	11,780	$	8,805	$	8,805	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	47,000	
Landscape Replacement	$	2,415	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	2,415	
Lake Maintenance	$	-	$	-	$	175	$	175	$	175	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	525	
Streetlights	$	2,722	$	1,573	$	3,283	$	3,027	$	2,395	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	12,999	
Electric	$	859	$	636	$	985	$	820	$	660	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	3,960	
Water & Sewer	$	5,055	$	894	$	5,986	$	6,601	$	1,061	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	19,597	
Sidewalk & Asphalt Maintenance	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Irrigation Repairs	$	1,701	$	200	$	593	$	-	$	450	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	2,944	
General Repairs & Maintenance	$	3,835	$	836	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	4,671	
Field Contingency	$	-	$	-	$	981	$	960	$	1,175	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	3,116	
Amenity Expenditures Amenity Staff	

$	-	

$	-	

$	-	

$	-	

$	-	

$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Amenity - Electric	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Amenity - Water	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Playground Lease	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Fitness Equipment Lease	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Internet	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Pest Control	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Janitorial Service	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Security Services	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Pool Maintenance	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Amenity Repairs & Maintenance	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Amenity Access Management	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Amenity Contingency	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Capital Reserve	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Subtotal Cascades Expenditures	$	26,224	$	13,777	$	24,616	$	21,221	$	18,910	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $  104,749	
Westside Haines City
Community Development District Month to Month

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

Brentwood Expenditures																
Field Expenditures Property Insurance	

$	

-	

$	-	

$	-	

$	

-	

$	-	

$	-  $	

-  $		

-  $	-  $		

-  $	

-  $	

-  $	-	
Field Management	$	625	$	625	$	625	$	625	$	625	$	-  $	-  $		-  $	-  $		-  $	-  $	-  $	3,125	
Landscape Replacement & Repair	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $		-  $	-  $		-  $	-  $	-  $	-	
Streetlights	$	911	$	702	$	218	$	778	$	560	$	-  $	-  $		-  $	-  $		-  $	-  $	-  $	3,169	
Electric	$	110	$	31	$	31	$	120	$	31	$	-  $	-  $		-  $	-  $		-  $	-  $	-  $	322	
Water & Sewer	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $		-  $	-  $		-  $	-  $	-  $	-	
Irrigation Repairs	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $		-  $	-  $		-  $	-  $	-  $	-	
General Repairs & Maintenance	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $		-  $	-  $		-  $	-  $	-  $	-	
Field Contingency	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $		-  $	-  $		-  $	-  $	-  $	-	
Amenity Expenditures																

Amenity Staff	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Amenity - Electric	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Amenity - Water	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Playground Lease	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Fitness Equipment Lease	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Internet	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Amenity Landscaping	$	3,860	$	3,860	$	4,686	$	4,686	$	4,686	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	21,778	
Amenity Landscape Replacement	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Amenity Irrigation Repairs	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Pest Control	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Janitorial Service	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Security Services	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Pool Maintenance	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Amenity Repairs & Maintenance	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Amenity Access Management	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Amenity Contingency	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Capital Reserve	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	

Total Operations & Maintenance	$	31,731	$	18,995	$	30,176	$	27,430	$	24,812	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $  133,143	
							
Total Expenditures	$	60,730	$	33,741	$	39,615	$	33,807	$	40,579	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $  208,472	
							
Net Change in Fund Balance	$	(60,730)	$	(28,742)	$	563,834	$	(25,404)	$	71,009	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $  519,967	
Westside Haines City
Community Development District Long Term Debt Report

Series 2021, Special Assessment Revenue Bonds		
Interest Rate:	2.500%, 3.000%, 3.250%, 4.000%	
Maturity Date:	5/1/2052	
Optional Redemption Date:	5/1/2031	
Reserve Fund Definition	50% Maximum Annual Debt Service	
Reserve Fund Requirement	$548,975	
Reserve Fund Balance	$548,975	
Bonds Outstanding - 7/19/21	$19,810,000	
(Less: Principal Payment - 5/1/23)	($400,000)	
Current Bonds Outstanding	$19,410,000	
Westside Haines City
Community Development District Special Assessment Receipt Schedule Fiscal Year 2024

ON ROLL ASSESSMENTS

Gross Assessments $ Net Assessments	$

819,840.06
762,451.26

$  1,180,856.00
$  1,098,196.08

$  2,000,696.06
$  1,860,647.34
40.98%	59.02%	100.00%

Date	
Distribution	
Distribution Period	
Gross Amount	
Commissions	
Discount/Penalty	
Interest	
Net Receipts	
O&M Portion	Series 2021 Debt Service	
Total	

11/24/23	
ACH	
11/06/23 - 11/12/23	
$4,731.96	
($90.85)	
($189.28)	
$0.00	
$4,451.83	
$1,824.26	
$2,627.57	
$4,451.83	
12/1/23	INV#4652078	1% Annual Fee	($20,006.96)	$0.00	$0.00	$0.00	($20,006.96)	($8,198.40)	($11,808.56)	($20,006.96)	
12/08/23	ACH	11/13/23 - 11/22/23	$878,848.48	($16,873.88)	($35,154.42)	$0.00	$826,820.18	$338,812.24	$488,007.94	$826,820.18	
12/21/23	ACH	11/23/23 - 11/30/23	$219,064.08	($4,206.03)	($8,762.64)	$0.00	$206,095.41	$84,453.24	$121,642.17	$206,095.41	
12/29/23	ACH	12/01/23 - 12/15/23	$480,887.08	($9,233.87)	($19,193.83)	$0.00	$452,459.38	$185,407.64	$267,051.74	$452,459.38	
01/10/24	ACH	12/16/23-12/31/23	$11,829.90	($354.90)	($229.50)	$0.00	$11,245.50	$4,608.15	$6,637.35	$11,245.50	
01/16/24	ACH	10/01/23-12/31/23	$0.00	$0.00	$0.00	$3,952.32	$3,952.32	$1,619.57	$2,332.75	$3,952.32	
02/09/24	ACH	01/01/24-01/31/24	$194,010.36	($3,742.51)	($6,885.07)	$0.00	$183,382.78	$75,146.12	$108,236.66	$183,382.78	
		TOTAL	$	1,769,364.90	$	(34,502.04)	$	(70,414.74)	$	3,952.32	$ 1,668,400.44	$  683,672.82	$	984,727.62	$ 1,668,400.44