Community Development District

Board of Supervisors’

February 25
District Office: 2806 N. Fifth Street Unit 403
St. Augustine, FL 32084

FEED MILL
COMMUNITY DEVELOPMENT DISTRICT

1845 Town Center Blvd, Suite 105, Fleming Island, FL 32003

Board of Supervisors

Daniel McCormick Jeremy Hampson Gerald Agresti Clay Crevasse Liam O’Reilly

Chairman Vice Chairman
Assistant Secretary Assistant Secretary Assistant Secretary

District Manager District Manager

Lesley Gallagher Melissa Dobbins

Rizzetta & Company, Inc. Rizzetta & Company, Inc.

District Counsel

Katie Buchanan

Kutak Rock, LLP

District Engineer

Daniel Welch

England-Thims & Miller

All cellular phones must be placed on mute while in the meeting room.

The Audience Comments portion will be held at the beginning of the meeting. During this portion of the agenda, audience members may make comments on matters that concern the District (CDD) and will be limited to a total of three (3) minutes to make their comments.

Pursuant to provisions of the Americans with Disabilities Act, any person requiring special accommodations to participate in this meeting/hearing/workshop is asked to advise the District Office at least forty-eight (48) hours before the meeting/hearing/workshop by contacting the District Manager at (239) 936-0913. If you are hearing or speech impaired, please contact the Florida Relay Service by dialing 7-1-1, or 1-800-955-8771 (TTY)
1-800-955-8770 (Voice), who can aid you in contacting the District Office.

A person who decides to appeal any decision made at the meeting/hearing/workshop with respect to any matter considered at the meeting/hearing/workshop is advised that person will need a record of the proceedings and that accordingly, the person may need to ensure that a verbatim record of the proceedings is made including the testimony and evidence upon which the appeal is to be based.

FEED MILL COMMUNITY DEVELOPMENT DISTRICT

District Office · St. Augustine, Florida · (904) 436-6270
Mailing Address – 3434 Colwell Avenue, Suite 200, Tampa, Florida 33614
WWW.FEEDMILLCDD.ORG

Board of Supervisors Feed Mill Community Development District

02/18/2026

FINAL AGENDA

Dear Board Members:

The regular meeting of the Board of Supervisors of the Feed Mill Community Development District will be held on February 25, 2026 at 9:00 a.m. at 1845 Town Center Blvd., Suite 105 Fleming Island, Florida 32003.

1.
2.
3.

CALL TO ORDER/ROLL CALL AUDIENCE COMMENTS BUSINESS ADMINISTRATION
Consideration of the Minutes of the Board of Supervisors’
Regular Meeting Held January 28, 2026	Tab 1
Ratification of the Operation and Maintenance Expenditures
for January 2026	Tab 2
Staff Reports
District Counsel
District Engineer
District Manager
Business Items

4.

5.

A.)

Presentation of Second Supplemental Engineer’s Report to Capital Improvement Plan	Tab 3
Presentation of Preliminary Second Supplemental Assessment
Allocation Report, Series 2026 (Parcel 4/Assessment Area One)	Tab 4
Consideration of Resolution 2026-01, Delegation Resolution
(Under Separate Cover)
Consideration of Ancillary Documents (Under Separate Cover)
Acquisition Agreement
Completion Agreement
Notice of Special Assessments

B.)

C.)
D.)

6.
7.

Supervisor Requests Adjournment

We look forward to seeing you at the meeting. In the meantime, if you have any questions, please do not hesitate to call us at 904-436-6270.

Very truly yours,
Lesley Gallagher
District Manager

4927-6268-9551.1

Tab 1

FEED MILL COMMUNITY DEVELOPMENT DISTRICT
January 28, 2026 Minutes of Meeting
Page 1

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MINUTES OF MEETING

Each person who decides to appeal any decision made by the Board with respect to any matter considered at the meeting is advised that the person may need to ensure that a verbatim record of the proceedings is made, including the testimony and evidence upon which such appeal is to be based.

FEED MILL
COMMUNITY DEVELOPMENT DISTRICT

The meeting of the Board of Supervisors of Feed Mill Community Development District was held on January 28, 2026 at 9:00 a.m. at 1845 Town Center Blvd, Suite 105, Fleming Island, FL 32003.

Present and constituting a quorum:

Daniel McCormick Gerald Agresti Liam O’Reilly

Board Member, Chairman
Board Member, Assistant Secretary Board Member, Assistant Secretary

Also present were:

Lesley Gallagher Katie Buchanan Hunter Hurley Daniel Welch

District Manager, Rizzetta & Company, Inc. District Counsel, Kutak Rock LLP
District Counsel, Kutak Rock LLP
District Engineer, England-Thims & Miller (via speakerphone)

FIRST ORDER OF BUSINESS

CALL TO ORDER

Ms. Gallagher called the meeting to order at 9:03 a.m.

SECOND ORDER OF BUSINESS

AUDIENCE COMMENTS

There were no audience members present.

THIRD ORDER OF BUSINESS

CONSIDERATION OF THE MINUTES OF THE BOARD OF SUPERVISORS’ SPECIAL MEETING HELD DECEMBER 17, 2025

44
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On a motion by Mr. McCormick, seconded by Mr. O’Reilly, with all in favor, the Board approved minutes of the Board of Supervisors’ special meeting held December 17, 2025, for Feed Mill Community Development District.

FEED MILL COMMUNITY DEVELOPMENT DISTRICT
January 28, 2026 Minutes of Meeting
Page 2

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FOURTH ORDER OF BUSINESS

RATIFICATION OF THE OPERATION AND MAINTENANCE EXPENDITURES FOR NOVEMBER AND DECEMBER 2025

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FIFTH ORDER OF BUSINESS

STAFF REPORTS

A.

District Counsel

Ms. Buchanan did not have a specific report but was available for any questions.

B.

District Engineer

Mr. Welch provided a brief construction update.

C.

District Manager

Ms. Gallagher confirmed that quorum had been established for the special meeting to be held on March 10, 2026 at 10am at the Fleming Island Library with Mr. Hampson, Mr. Crevasse and
Mr. McCormick confirmed to be attending .

SIXTH ORDER OF BUSINESS

CONSIDERATION OF PROPOSALS IN RESPONSE TO RFP FOR PROPERTY & AMENITY MANAGEMENT SERVICES

The Chairman noted that five proposals were received in response to this request for proposals.

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It was noted that the final form of the agreement for property and amenity management will be brought back to the Board, and that Ms. Buchanan will send notices to all other proposers.

On a motion by Mr. McCormick, seconded by Mr. O’Reilly, with all in favor, the Board authorized moving forward with negotiating an agreement for property and amenity management with Vesta for Feed Mill Community Development District.

On a motion by Mr. McCormick, seconded by Mr. O’Reilly, with all in favor, the Board ratified operation and maintenance expenditures for November 2025 in the amount of $6,055.40 and December 2025 in the amount of $12,355.70 for Feed Mill Community Development District.

FEED MILL COMMUNITY DEVELOPMENT DISTRICT
January 28, 2026 Minutes of Meeting
Page 3

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SEVENTH ORDER OF BUSINESS

CONSIDERATION OF CONTRACT AMENDMENT - ADDING 1B

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EIGHTH ORDER OF BUSINESS

CONSIDERATION OF CHANGE ORDERS FOR 1A AND 4A – VALLENCOURT

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NINTH ORDER OF BUSINESS

CONSIDERATION OF OFFSITE DITCH RELOCATION CONTRACT

Mr. McCormick updated the remainder of the Board that the agreement is a standalone contract for the Offsite Ditch Relocation for 4A and it is necessary to bring infrastructure to 4A.

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TENTH ORDER OF BUSINESS

CONSIDERATION OF DEFICIT FUNDING AGREEMENT

Mr. McCormick informed the Board that the Deficit Funding Agreement is the funding agreement corresponding to the Offsite Ditch Relocation Contract that was just approved.

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ELEVENTH ORDER OF BUSINESS

AUTHORIZATION OF RFP FOR PHASE 1A LANDSCAPE AND IRRIGATION INSTALLATION SERVICES

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On a motion by Mr. McCormick, seconded by Mr. Agresti, with all in favor, the Board authorized he request for proposals for phase 1A landscape and irrigation installation services and approved the criteria as presented, for Feed Mill Community Development District.

On a motion by Mr. McCormick, seconded by Mr. O’Reilly, with all in favor, the Board approved the funding agreement corresponding to the Offsite Ditch Relocation Contract that was just approved for the Feed Mill Community Development District.

On a motion by Mr. McCormick, seconded by Mr. O’Reilly, with all in favor, the Board approved the Offsite Ditch Relocation Contract for Feed Mill Community Development District.

On a motion by Mr. McCormick, seconded by Mr. O’Reilly, with all in favor, the Board approved Vallencourt change order #4 for 1A and Vallencourt change order #4 for 4A which were both reductions in contract values for Feed Mill Community Development District.

On a motion by Mr. McCormick, seconded by Mr. Agresti, with all in favor, the Board approved change order #3 for 1A adding 1B into the scope of work for the Vallencourt contract for Feed Mill Community Development District.

FEED MILL COMMUNITY DEVELOPMENT DISTRICT
January 28, 2026 Minutes of Meeting
Page 4

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TWELFTH ORDER OF BUSINESS

CONSIDERATION OF ETM WORK AUTHORIZATION #7 – 1A LANDSCAPE BID SERVICE

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THIRTEENTH ORDER OF BUSINESS

SUPERVISOR REQUESTS

There were questions regarding the timeline for lot turnover and Landscaping.

Ms. Buchanan requested authorization for an addendum to the funding agreement to incorporate the previously approved Change Order 4B from the December 17, 2025, special meeting. It was further noted that this addendum will be brought back to the Board at a future meeting for ratification.

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FOURTEENTH ORDER OF BUSINESS

ADJOURNMENT

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On a motion by Mr. Agresti, seconded by Mr. O’Reilly, with all in favor, the Board adjourned meeting at 9:17 a.m., for Feed Mill Community Development District.

On a motion by Mr. McCormick, seconded by Mr. O’Reilly, with all in favor, the Board authorized an addendum to the funding agreement to incorporate change order 4B which was approved at the December 17, 2025 meeting, for the Feed Mill Community Development District.

On a motion by Mr. McCormick, seconded by Mr. O’Reilly, with all in favor, the Board approved ETM Work Authorization #7 – 1A Landscaping Bid Services, for Feed Mill Community Development District.

FEED MILL COMMUNITY DEVELOPMENT DISTRICT
January 28, 2026 Minutes of Meeting
Page 5

Secretary/Assistant Secretary

Chairman/Vice Chairman

Tab 2

Feed Mill Community Development District
District Office · St. Augustine, Florida · (904) 436-6270
Mailing Address · 3434 Colwell Avenue, Suite 200 · Tampa, Florida 33614

Operations and Maintenance Expenditures
January 2026 For Board Approval

Attached please find the check register listing the Operation and Maintenance expenditures paid from January 1, 2026 through January 31, 2026. This does not include expenditures previously approved by the Board.

The total items being presented:

$800.00

Approval of Expenditures:

	 Chairperson

	 Vice Chairperson

	 Assistant Secretary

Feed Mill Community Development District
Paid Operation & Maintenance Expenditures

January 1, 2026 Through January 31, 2026

Vendor Name	 Check Number  Invoice Number	 Invoice Description	  Invoice Amount	

Clayton Crevasse, Jr.

300052

CC082725

Board of Supervisor Meeting 08/27/25

$

200.00

Daniel Edwin McCormick

300053

653-121725

Board of Supervisors Meeting 12/17/25

$

200.00

Daniel Edwin McCormick

300053

DM012826

Board of Supervisor Meeting 01/28/26

$

200.00

Daniel Edwin McCormick

300053

DM082725

Board of Supervisor Meeting 08/27/25

$	200.00

Total

$	800.00

Tab 3

FEED MILL
COMMUNITY DEVELOPMENT DISTRICT SECOND SUPPLEMENTAL ENGINEERS REPORT TO THE
CAPITAL IMPROVEMENT PLAN

Prepared for

Board of Supervisors Feed Mill
Community Development District

Prepared by
England-Thims & Miller, Inc. 14775 Old St. Augustine Road Jacksonville, Florida 32258
904-642-8990

E 14-011-29005

February 11, 2026
V. 3

BACKGROUND
The Feed Mill Community Development District (the “District”) is a 1,035.55± acre community development district located in Clay County, Florida. (See Plate 1, Location Map). The land within the District is partially undeveloped with ongoing construction of infrastructure improvements and with a defined wetland tributary of Peters Creek bifurcating the development into two parcels referred to as Parcel 1 and Parcel 4. The authorized land uses within the District include residential development as well as open space and recreational amenities. The District is just south and adjacent to Cathedral Oak Parkway. Cathedral Oak Parkway provides a roadway connection between Parcel 1 and Parcel 4. The full development within the District’s boundaries is as depicted in Table 1 and Table 2.
The District previously adopted the Feed Mill Community Development District Capital Improvement Plan, dated February 12, 2025, describing public improvements planned for the District (the “Capital Improvement Plan”) and the First Supplemental Engineers Report, dated August 1, 2025, describing improvements within the Parcel 1 – Assessment Area One.

TABLE 1
DEVELOPMENT ACREAGE SUMMARY

TABLE 2

DEVELOPMENT UNIT SUMMARY

Plate 2A depicts the District boundary and Plate 3A provides the legal description of the District. The current proposed Neighborhood Master Plan is depicted on Plate 12. The currently proposed development program for the Parcel 4 – Assessment Area One project is presented below in Table 3. The currently proposed boundary and legal description for Parcel 4 – Assessment Area One is depicted on Plates 2B and 3B.
1

UNIT TYPE

Parcel 1

Parcel 4

TOTAL

MFR 25'

251

0

251

SF 40’

219

215

434

SF 50’

387

514

901

SF 60’

255

250

505

TOTALS

1,112

979

2,091

TYPE

Parcel 1 Area (Acres)

Parcel 4 Area (Acres)

Total Area (Acres)

Residential

307.05

296.11

603.16

Parks and Open Space

99.94

79.25

179.19

Wetlands

109.91

113.56

223.47

Upland Buffer

6.18

23.55

29.73

TOTALS

523.08

512.47

1035.55

TABLE 3

Parcel 4 – Assessment Area One
DEVELOPMENT PROGRAM

To serve the residents of the District, the District has developed this Supplemental Engineer’s Report (this "Report") to describe the improvements included in the first phases of its Capital Improvement Plan within the Parcel 4 – Assessment Area One project, including certain utility, stormwater management, amenity and transportation infrastructures necessary for development within the District. Summaries of the proposed improvements and corresponding cost estimates follow in Table 4. A description and basis of costs for each improvement category is included in this Report.

Parcel 4 – Assessment Area One Project

Parcel 4 – Assessment Area One consists of approximately 56.65 gross acres and is planned to contain approximately 201 residential units. The District is issuing its Capital Improvement Revenue Bonds, Series 2026 (Parcel 4 – Assessment Area One) to finance a portion of the Parcel 4 – Assessment Area One project described herein. The Parcel 4 – Assessment Area One project consists of those portions of the Capital Improvement Plan associated with the development of Saratoga Springs Phase 4A and has a total estimated cost of $23,592,178 as more particularly described herein.

The description of the Parcel 4 – Assessment Area One project contained in this Report reflects the current intentions of the District. However, such project may be subject to modification in the future. The implementation of any improvement outlined within this Report requires final approval by the District’s Board of Supervisors.

Design and permitting for the improvements described in this Report is ongoing, and a tentative schedule is provided below:

Parcel 4 – Assessment Area One (Parcel 4 – Phase 4A)

*Phase 4A is currently anticipated to achieve substantial completion second quarter of 2026.

2

ITEM

ESTIMATED AGENCY APPROVAL DATE

1. CCUA

Received January 2025

2. SJRWMD

Received January 2025

3. Clay County

Received January 2025

4. ACOE Environmental

N/A

5. FDEP – Water and Sewer

Received January 2025

UNIT TYPE

Parcel 4 - Assessment Area One

MFR 25'

0

SF 40’

66

SF 50’

73

SF 60’

62

TOTALS

201

Offsite Utility Improvements

*Offsite Utility Improvements are currently anticipated to achieve substantial completion second quarter of 2026.

A jurisdictional wetland delineation for the entire property within the District has been completed and approved by the St. Johns River Water Management District (SJRWMD) and Army Corps of Engineers (ACOE). There is a reasonable expectation that the remaining required permits for the District improvements are obtainable, however, all permits are subject to final agency action.

Cost estimates contained in this Report are based upon year 2026 dollars and have been prepared based upon the best available information, but in some cases without benefit of final engineering design and environmental permitting. England-Thims & Miller, Inc. believes the estimates to be accurate based upon the available information, however, actual costs will vary based on final engineering, planning and approvals from regulatory agencies.

The overall Capital Improvement Plan will be built in a series of phases. Such phasing allows the clearing, earthwork, stormwater management systems, roadways, water, sewer, reclaimed water, entry features, recreational areas, landscaping, sidewalks and paths to be constructed as needed throughout the build-out of the District. While the Capital Improvement Plan is a system of improvements, the Parcel 4 – Assessment Area One project has been designed in such a manner so that Phase 4A can be developed and be self-sufficient, completely separate from Phase 4B, etc. The Parcel 4 – Assessment Area One project comprises the second phase of development within the District and the estimated costs of the improvements comprising the Parcel 4 – Assessment Area One project are enumerated in Table 4 below.

3

ITEM

ESTIMATED AGENCY APPROVAL DATE

1. CCUA

Received November 2024

2. SJRWMD

Received October 2024

3. Clay County

Received November 2024

4. ACOE Environmental

N/A

5. FDEP – Water and Sewer

Received December 2024

TABLE 4

Parcel 4 – Assessment Area One Summary of Infrastructure Costs

*Improvements with asterisk are currently not intended to be financed do the District

(Notes: Cost estimates in this Report are based upon 2026 dollars.)

4

Improvement Description

Parcel 4 – Assessment Area One Shared Master Infrastructure
Estimated Cost

Parcel 4 – Assessment Area One Residential Master Infrastructure
Estimated Cost

Total Estimated Cost

Feed Mill Road (excluding Utilities)

$0

$271,919*

$271,919*

Offsite Utility Potable Water, Reclaimed Water, and Sewer

$7,925,000*

$0

$7,925,000*

Onsite Utility Lift Stations, Potable Water, Reclaimed Water, and Sewer

$0

$5,477,241

$5,477,241

Stormwater Management Facilities, Flood Control and Drainage Collection System

$0

$4,815,008

$4,815,008

Planning, Engineering, Survey, and Regulatory

$1,268,000*

$1,690,267

$2,958,267

Contingency (10%)

$919,300*

$1,225,443

$2,144,743

INFRASTRUCTURE COST TOTAL

$10,112,300

$13,479,878

$23,592,178

MASTER INFRASTRUCTURE IMPROVEMENTS

Certain Master Infrastructure Improvements are required to serve the Parcel 4-Assessment Area One Project. Master Infrastructure Improvements listed are not intended to be financed by the CDD are intended to be financed by the Developer, with certain utility improvements funded by CCUA through an MSBU Program.

UTILITY IMPROVEMENTS

The District currently does not intend to finance certain offsite utility infrastructure necessary for development within the Parcel 4 – Assessment Area One project, these improvements may be funded by CCUA through an MSBU Program, which includes the water, sewer, and reclaimed water main. These improvements have been designed and are being constructed to Clay County Utility Authority (CCUA) and Florida Department of Environmental Protection (FDEP) standards and will be owned and maintained by CCUA. Offsite utility infrastructure improvements including potable water main, reclaimed water main and sanitary sewer forcemain are depicted on Plate 5 for informational purposes. Onsite utility infrastructure improvements including approximately 3,680 linear feet of force main along subdivision local roads and a sanitary sewer pump station are depicted on Plate 10 for informational purposes.

TRANSPORTATION IMPROVEMENTS

The District currently does not intend to finance the extension of Feed Mill Road that is necessary for access to the Parcel 4 – Assessment Area One project, these are currently intended to be financed by the developer. The proposed development will require an extension of Feed Mill Road from the roundabout at Cathedral Oak Parkway to the southern District boundary. This proposed improvement includes approximately 600 linear feet of a two-lane urban section with appropriate turn lanes and taper. These improvements are depicted on Plate 6 and Plate 7 for informational purposes.

RECREATIONAL IMPROVEMENTS

The District currently does not intend to finance the recreational improvements within or adjacent to the Parcel 4 – Assessment Area One project, these are currently intended to be financed by the developer.

LANDSCAPE/HARDSCAPE IMPROVEMENTS

The District currently does not intend to finance the landscape, hardscape, irrigation, fencing or signage within or adjacent to the Parcel 4 – Assessment Area One project, these are currently intended to be financed by the developer.

5

RESIDENTIAL MASTER INFRASTRUCTURE IMPROVEMENTS

The District currently intends to finance, design and construct certain residential master infrastructure improvements for the residential development within Parcel 4 – Assessment Area One. The improvements that the District currently intends to finance include complete construction of the basic infrastructure for each neighborhood within the District, including but not limited to: clearing and onsite grubbing, earthwork, stormwater management, flood control, subsurface drainage improvements, potable water, reclaimed water and sanitary sewer underground utility construction, drainage, grassing, and sodding. These items have been grouped into the broader categories listed in Table 3, as appropriate. Refer to Plates 8-12 for the Residential Master Infrastructure Improvements.

LOCAL NEIGHBORHOOD ROADWAYS

The District currently does not intend to finance the local roadways within the Parcel 4 – Assessment Area One project, these are currently intended to be financed by the developer.

DRAINAGE/FLOOD CONTROL

The District currently intends to finance certain surface and subsurface drainage improvements necessary for development within the District boundaries. This section of infrastructure includes clearing, grubbing, roadway storm sewer collection system, stormwater management facilities, flood control, groundwater control, and surface and subsurface drainage improvements. Cost estimates include stormwater pond construction, drainage catch basins, inlets, underground storm piping within roadways, control structures, grading, sod and seeding as required for sediment and erosion control, etc. The clearing, grubbing and earthwork estimates include all work necessary for the complete right-of-way area, utility easements, and surrounding residential areas as necessary to provide a complete stormwater management system. Stormwater management facilities provide for the attenuation and treatment of stormwater runoff from the project in accordance with SJRWMD and Clay County standards. As part of the complete stormwater management system, earthwork will include portions of residential lots as needed to collect stormwater runoff into the stormwater management facilities. This earthwork will include placing fill above the 100-year pond design high water elevation to provide positive discharge from the residential lots to the storm sewer collection system. The District does not intend to finance any final lot grading. These improvements are required to serve Parcel 4 – Assessment Area One and future Parcel 4 Phases.

LOCAL WATER, RECLAIMED WATER, AND SANITARY SEWER

Water, sanitary sewer and reclaimed water cost estimates included in the Residential Master Infrastructure Improvements consist of the underground water and reclaimed water transmission systems and wastewater (sewer) collection system serving the development. Costs include piping, manholes, valves, services, and all appurtenances required in order to construct the system in accordance with CCUA and FDEP standards. These improvements are required to serve Parcel 4 – Assessment Area One and future Parcel 4 Phases.

6

BASIS OF COST ESTIMATE FOR RESIDENTIAL MASTER INFRASTRUCTURE IMPROVEMENTS

The following is the basis for the Residential Master Infrastructure Improvements cost estimates:

►

Water and sewer facilities have been designed in accordance with CCUA and FDEP Standards.

►

The stormwater management system has been designed in accordance with Clay County, FDEP and SJRWMD requirements.

►

Costs utilized were obtained from recent bids.

►

Costs have been included for excavation of material that may be unsuitable for the placement of structural fill.

►

The engineering/permitting fees and other professional fees, including but not limited to, design, permitting, geotechnical, environmental, construction engineering/inspection and legal services are included in the estimate.

►

For the purposes of this Report, a 20% contingency factor has been included.

►

Cost estimates contained in this Report are based upon year 2026 dollars and have been prepared based upon the best available information, but in some cases, without benefit of final engineering design and environmental permitting. England-Thims & Miller, Inc. believes the enclosed estimates to be accurate based upon the available information, however, actual costs will vary based upon final engineering, planning and approvals from regulatory authorities.

7

APPENDIX
Description

1.
2.

General Location Map
Boundary

a.
b.

District Boundary
Parcel 4 – Assessment Area One

3.

Legal Description

a.
b.

District Boundary
Parcel 4 – Assessment Area One

4.
5.

Future Land Use Map
Master Utility Improvements

a.
b.
c.

Water Transmission Facility Sewer Transmission Facility
Reclaimed Water Transmission Facility

6.
7.
8.
9.
10.
11.
12.

Feed Mill Roadway Improvements Feed Mill Roadway Typical Section Reclaimed Water Distribution System Water Distribution System
Sanitary Sewer Collection System
Stormwater Management System Neighborhood Master Plan

8

G:\14-011\14-011-29 - Saratoga Springs\14-011-29005 -

Feed Mill CDD

0

1

2

Miles

Date: 4/16/2024

First Coast Expwy

Nipa Dr

Toms Ct

State Road 16 W

Ct

Whisper Tr

N Kentucky Av

Haymon Av

op Bl

Simmons Tr

Henley Rd

County Road 218

Studio Rd

Saunders Rd

Little Dairy Rd

Paso Fino Rd

Gary Rd

Ron Rd

Springbank Rd

Wiseman Rd

County Road 315

Murrhee Rd

Manhattan Av

105

Jacksonville
10

295	295

16

Source: ETM, Clay County

Feed Mill Community Development District

General Location

Sandridge Rd

n

V	Pl

Medinah Ln

Jims Ct

Eds Ct	Knowles Rd

Dwight St Morton St
Caroline Blvd

Adams Rd

VISION - EXPERIENCE - RESULTS ENGLAND - THIMS & MILLER, INC.

VISION - EXPERIENCE - RESULTS ENGLAND - THIMS & MILLER, INC.

A PORTION OF SECTION 36, TOWNSHIP 5 SOUTH, RANGE 25 EAST, TOGETHER WITH A PORTION OF SECTIONS 31 AND 32, TOWNSHIP 5 SOUTH, RANGE 26 EAST, AND A PORTION OF SECTION 6, TOWNSHIP 6 SOUTH, RANGE 26 EAST, ALL LYING IN CLAY COUNTY, FLORIDA, TOGETHER WITH TRACT “C”, AS DEPICTED ON CATHEDRAL OAK PARKWAY PHASE 1 REPLAT, RECORDED IN PLAT BOOK 71, PAGES 22 THROUGH 25, BEING A PORTION OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 1863, PAGE 1745, OF THE PUBLIC RECORDS OF SAID COUNTY, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

FOR A POINT OF BEGINNING, COMMENCE AT THE NORTHWEST CORNER OF SAID SECTION 6, SAID CORNER ALSO BEING THE NORTHEAST CORNER OF SECTION 1, TOWNSHIP 6 SOUTH, RANGE 25 EAST; THENCE SOUTH 89°29'14” WEST, ALONG THE NORTHERLY LINE OF SAID SECTION 1, A DISTANCE OF 5299.37 FEET TO THE NORTHWEST CORNER THEREOF, SAID CORNER ALSO BEING THE SOUTHEAST CORNER OF SECTION 35, TOWNSHIP 5 SOUTH, RANGE 25 EAST; THENCE NORTH 00°45'58” EAST, ALONG THE EAST LINE OF SAID SECTION 35, A DISTANCE OF 2672.52 FEET TO A POINT LYING ON THE SOUTHERLY RIGHT OF WAY LINE OF CATHEDRAL OAK PARKWAY, A VARIABLE WIDTH RIGHT OF WAY AS DEPICTED ON CATHEDRAL OAK PARKWAY PHASE 1 SECOND REPLAT, RECORDED IN PLAT BOOK 73, PAGES 6 THROUGH 14, OF SAID PUBLIC RECORDS; THENCE NORTHEASTERLY ALONG SAID SOUTHERLY RIGHT OF WAY LINE AND ALONG THE ARC OF A NON-TANGENT CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 2380.00 FEET, THROUGH A CENTRAL ANGLE OF 05°40'46”, AN ARC LENGTH OF 235.92 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 62°04'08” EAST, 235.82 FEET; THENCE NORTH 59°13'45” EAST, CONTINUING ALONG SAID SOUTHERLY RIGHT OF WAY LINE, 71.83 FEET TO THE WESTERLY MOST CORNER OF TRACT “B”, AS DEPICTED ON CATHEDRAL OAK PARKWAY PHASE 1 REPLAT, RECORDED IN PLAT BOOK 71, PAGES 22 THROUGH 25, OF SAID PUBLIC RECORDS; THENCE SOUTHEASTERLY, EASTERLY AND NORTHEASTERLY ALONG THE BOUNDARY LINE OF SAID TRACT “B” THE FOLLOWING 5 COURSES: COURSE 1, THENCE SOUTHEASTERLY ALONG THE ARC OF A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 34.20 FEET, THROUGH A CENTRAL ANGLE OF 75°02'48”, AN ARC LENGTH OF 44.79 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 63°05'32” EAST, 41.66 FEET; COURSE 2, THENCE SOUTH 25°04'00” EAST, ALONG A NON-TANGENT LINE, 31.03 FEET; COURSE 3, THENCE NORTH 64°59'52” EAST, 92.00 FEET; COURSE 4, THENCE NORTH 24°59'20” WEST, 23.50 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 59.72 FEET; COURSE 5, THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 70°30'00”, AN ARC LENGTH OF 73.48 FEET TO A POINT LYING ON SAID SOUTHERLY RIGHT OF WAY LINE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 10°19'20” EAST, 68.93 FEET; THENCE EASTERLY ALONG SAID SOUTHERLY RIGHT OF WAY LINE THE FOLLOWING 37 COURSES: COURSE 1, THENCE NORTH 59°13'45” EAST, ALONG SAID SOUTHERLY RIGHT OF WAY LINE, 1300.00 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 2220.00 FEET; COURSE 2, THENCE EASTERLY CONTINUING ALONG SAID SOUTHERLY RIGHT OF WAY LINE AND ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 23°57'17”, AN ARC LENGTH OF 928.16 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 71°12'24” EAST, 921.41 FEET; COURSE 3, THENCE SOUTH 00°13'32” WEST, ALONG A NON-TANGENT LINE, 101.98 FEET; COURSE 4, THENCE SOUTH 89°46'28” EAST, 88.00 FEET; COURSE 5, THENCE NORTH 00°13'32” EAST, 111.07 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 2220.00 FEET; COURSE 6, THENCE EASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 22°32'47”, AN ARC LENGTH OF 873.59 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 83°15'34” EAST, 867.96 FEET; COURSE 7, THENCE SOUTH 71°54'27” EAST, ALONG A NON-TANGENT LINE, 315.87 FEET; COURSE 8, THENCE SOUTH 17°55'18” WEST, 25.92 FEET; COURSE 9, THENCE SOUTH 72°00'40” EAST, 40.00 FEET; COURSE 10, THENCE NORTH 17°55'02” EAST, 26.00 FEET; COURSE 11, THENCE SOUTH
71°59'22” EAST, 828.15 FEET; COURSE 12, THENCE SOUTH 27°13'54” EAST, 66.33 FEET; COURSE 13, THENCE SOUTH 17°40'24” WEST, 15.75 FEET; COURSE 14, THENCE SOUTH 71°56'42” EAST, 50.09 FEET; COURSE 15, THENCE NORTH 17°53'18” EAST, 62.78 FEET; COURSE 16, THENCE SOUTH 71°59'11” EAST, 733.04 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 2162.99 FEET; COURSE 17, THENCE EASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 00°25'04”, AN ARC LENGTH OF 15.77 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 72°11'43” EAST, 15.77 FEET; COURSE 18, THENCE SOUTH 17°35'45” WEST, ALONG A NON-TANGENT LINE,
50.00 FEET; COURSE 19, THENCE SOUTH 73°21'50” EAST, 74.13 FEET; COURSE 20, THENCE NORTH 15°40'35” EAST, 50.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 2162.99 FEET; COURSE 21, THENCE EASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 19°44'10”, AN ARC LENGTH OF 745.06 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 84°11'29” EAST, 741.38 FEET; COURSE 22, THENCE SOUTH 04°34'58” EAST, ALONG A NON-TANGENT LINE, 25.95 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 2188.99 FEET; COURSE 23, THENCE EASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 01°02'27”, AN ARC LENGTH OF 39.76 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 85°24'50” EAST, 39.76 FEET; COURSE 24, THENCE NORTH 04°34'58” WEST, ALONG A NON-TANGENT LINE, 25.95 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 2162.99 FEET; COURSE 25, THENCE EASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 13°20'41”, AN ARC LENGTH OF 503.78 FEET TO A POINT OF REVERSE CURVATURE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 78°12'54” EAST, 502.64 FEET; COURSE 26, THENCE EASTERLY ALONG THE ARC OF A NON-TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 2003.00 FEET, THROUGH A CENTRAL ANGLE OF 21°53'04”, AN ARC LENGTH OF 765.05 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 82°29'50” EAST, 760.41 FEET; COURSE 27, THENCE SOUTH 03°25'34” WEST, ALONG A NON-TANGENT LINE, 5.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 1998.00 FEET; COURSE 28, THENCE EASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 24°44'50”, AN ARC LENGTH OF 862.97 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 74°12'00” EAST, 856.28 FEET; COURSE 29, THENCE NORTH 28°10'55” EAST, ALONG A NON-TANGENT LINE, 20.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2018.00 FEET; COURSE 30, THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 13°52'45”, AN ARC LENGTH OF 488.83 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 54°53'56” EAST, 487.64 FEET; COURSE 31, THENCE SOUTH 47°56'37” EAST, ALONG A NON-TANGENT LINE, 131.94 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 2148.00 FEET; COURSE 32, THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 15°34'43”, AN ARC LENGTH OF 584.04 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 55°43'59” EAST, 582.24 FEET; COURSE 33, THENCE SOUTH 26°00'29” WEST, ALONG A NON-TANGENT LINE, 58.01 FEET; COURSE 34, THENCE SOUTH 64°05'01” EAST, 50.00 FEET; COURSE 35, THENCE NORTH 26°00'29” EAST, 58.10 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 2148.00 FEET; COURSE 36, THENCE EASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 26°29'04”, AN ARC LENGTH OF 992.90 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 78°05'54” EAST, 984.08 FEET; COURSE 37, THENCE NORTH 88°39'34” EAST, 396.90 FEET TO A POINT LYING ON THE WESTERLY RIGHT OF WAY LINE OF COUNTY ROAD NO. 315, AN 80 FOOT RIGHT OF WAY AS PRESENTLY ESTABLISHED; THENCE SOUTH 01°47'04” WEST, DEPARTING SAID SOUTHERLY RIGHT OF WAY LINE AND ALONG SAID WESTERLY RIGHT OF WAY LINE, 609.24 FEET TO THE NORTHERLY MOST CORNER OF THOSE LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 4352, PAGE 1043, OF SAID PUBLIC RECORDS; THENCE SOUTHERLY ALONG THE WESTERLY LINE OF LAST SAID LANDS THE FOLLOWING 3 COURSES: COURSE 1, THENCE SOUTH 04°05'13” WEST, DEPARTING SAID WESTERLY RIGHT OF WAY LINE, 300.17 FEET; COURSE 2, THENCE SOUTH 01°46'47” WEST, 440.22 FEET; COURSE 3, THENCE SOUTH 00°29'48” EAST, 302.09 FEET TO THE SOUTHERLY MOST CORNER THEREOF, SAID CORNER LYING ON SAID WESTERLY RIGHT OF WAY LINE; THENCE SOUTH 01°47'04” WEST, ALONG SAID WESTERLY RIGHT OF WAY LINE, 108.24 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 11499.16 FEET; THENCE SOUTHERLY, CONTINUING ALONG SAID WESTERLY RIGHT OF WAY LINE AND ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 00°17'06”, AN ARC LENGTH OF 57.22 FEET TO THE NORTHERLY MOST CORNER OF EXHIBIT “A”, DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 4717, PAGE 1930, OF SAID PUBLIC RECORDS, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 01°41'50” WEST, 57.22 FEET; THENCE SOUTH 19°41'34” WEST, ALONG THE WESTERLY LINE OF SAID EXHIBIT “A” AND ALONG A NON-TANGENT LINE, 47.89 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 11514.16 FEET; THENCE SOUTHERLY, CONTINUING ALONG SAID WESTERLY LINE AND ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 00°29'51”, AN ARC LENGTH OF 100.00 FEET TO A POINT LYING ON THE EASTERLY PROLONGATION OF THE NORTHERLY LINE OF THOSE LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 3729, PAGE 53, OF SAID PUBLIC RECORDS, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 01°04'46” WEST, 100.00 FEET; THENCE SOUTH 89°35'27” WEST, ALONG SAID EASTERLY PROLONGATION AND SAID NORTHERLY LINE, 1093.78 FEET TO THE NORTHWESTERLY CORNER THEREOF; THENCE SOUTH 01°01'02” EAST, ALONG THE WESTERLY LINE THEREOF, 853.28 FEET TO THE SOUTHWESTERLY CORNER THEREOF; THENCE NORTH 89°35'27” EAST, ALONG THE SOUTHERLY LINE THEREOF AND ITS EASTERLY PROLONGATION, 1097.04 FEET TO A POINT LYING ON SAID WESTERLY RIGHT OF WAY LINE OF COUNTY ROAD NO.
315; THENCE SOUTH 00°24'33” EAST, ALONG SAID WESTERLY RIGHT OF WAY LINE, 4497.42 FEET TO A POINT LYING ON THE SOUTHERLY LINE OF SAID SECTION 6; THENCE SOUTH 89°29'42” WEST, ALONG SAID SOUTHERLY LINE, 1286.31 FEET TO THE SOUTHEASTERLY CORNER OF THOSE LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 659, PAGE 66, OF SAID PUBLIC RECORDS; THENCE NORTH 00°24'23” WEST, ALONG THE EASTERLY LINE THEREOF, 2227.59 FEET TO THE NORTHEASTERLY CORNER THEREOF; THENCE ALONG THE NORTHEASTERLY LINE THEREOF THE FOLLOWING 3 COURSES: COURSE 1, THENCE NORTH 75°24'05” WEST, 700.00 FEET; COURSE 2, THENCE NORTH 58°32'13” WEST, 1724.82 FEET; COURSE 3, THENCE NORTH 74°09'16” WEST, 1890.83 FEET TO THE NORTHWESTERLY CORNER THEREOF, SAID CORNER LYING ON THE EAST LINE OF SAID SECTION 1; THENCE NORTH 01°05'43” WEST, ALONG SAID EAST LINE, 1431.42 FEET TO THE POINT OF BEGINNING.

LESS AND EXCEPT THE FOLLOWING DESCRIBED LANDS:

COMMERCIAL PARCEL 2

A PORTION OF SECTION 31 AND SECTION 32, TOWNSHIP 5 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA, BEING A PORTION OF THOSE LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 1863, PAGE 1745, OF THE PUBLIC RECORDS OF SAID COUNTY, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

FOR A POINT OF BEGINNING, COMMENCE AT THE INTERSECTION OF THE WESTERLY RIGHT OF WAY LINE OF COUNTY ROAD NO. 315, AN 80 FOOT RIGHT OF WAY AS PRESENTLY ESTABLISHED, WITH THE SOUTHERLY RIGHT OF WAY LINE OF CATHEDRAL OAK PARKWAY, A VARIABLE WIDTH RIGHT OF WAY AS DEPICTED ON CATHEDRAL OAK PARKWAY PHASE 1 SECOND REPLAT, RECORDED IN PLAT BOOK 73, PAGES 6 THROUGH 14, OF SAID PUBLIC RECORDS; THENCE SOUTH 01°47'04” WEST, ALONG SAID WESTERLY RIGHT OF WAY LINE, 609.24 FEET TO THE NORTHERLY MOST CORNER OF THOSE LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 4352, PAGE 1043, OF SAID PUBLIC RECORDS; THENCE SOUTH 04°05'13” WEST, ALONG THE WESTERLY LINE OF LAST SAID LANDS, 300.17 FEET; THENCE SOUTH 01°46'47” WEST, CONTINUING ALONG SAID WESTERLY LINE, 350.10 FEET TO A POINT LYING ON THE SOUTHERLY LINE OF EXHIBIT “A”, AS DESCRIBED AND RECORDED IN ORDINANCE 2022-24, OF SAID PUBLIC RECORDS; THENCE NORTH 87°52'18” WEST, DEPARTING SAID WESTERLY LINE AND ALONG SAID SOUTHERLY LINE,
942.57 FEET TO THE SOUTHWESTERLY CORNER THEREOF; THENCE NORTH 01°47'04” EAST, ALONG THE WESTERLY LINE THEREOF, 1274.57 FEET TO A POINT LYING ON SAID SOUTHERLY RIGHT OF WAY LINE OF CATHEDRAL OAK PARKWAY; THENCE EASTERLY, ALONG SAID SOUTHERLY RIGHT OF WAY LINE AND ALONG THE ARC OF A NON-TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 2148.00 FEET, THROUGH A CENTRAL ANGLE OF 14°58'38”, AN ARC LENGTH OF 561.49 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 83°51'07” EAST, 559.89 FEET; THENCE NORTH 88°39'34” EAST, CONTINUING ALONG SAID SOUTHERLY RIGHT OF WAY LINE, 396.90 FEET TO THE POINT OF BEGINNING.

BYPASS R/W PARCEL

A PORTION OF SECTION 6, TOWNSHIP 6 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA, BEING A PORTION OF THOSE LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 1863, PAGE 1745, OF THE PUBLIC RECORDS OF SAID COUNTY, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

FOR A POINT OF BEGINNING, COMMENCE AT THE INTERSECTION OF THE WESTERLY RIGHT OF WAY LINE OF COUNTY ROAD NO. 315, AN 80 FOOT RIGHT OF WAY AS PRESENTLY ESTABLISHED, WITH THE SOUTHERLY LINE OF SAID SECTION 6; THENCE SOUTH 89°29'42” WEST, ALONG THE SOUTHERLY LINE OF SAID SECTION 6, A DISTANCE OF 1142.79 FEET; THENCE NORTH 40°12'48” EAST, DEPARTING SAID SOUTHERLY LINE, 1113.51 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 1422.50 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 40°37'22”, AN ARC LENGTH OF 1008.55 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 19°54'08” EAST, 987.56 FEET; THENCE NORTH 89°35'27” EAST, ALONG A NON-TANGENT LINE, 75.00 FEET TO A POINT LYING ON SAID WESTERLY RIGHT OF WAY LINE; THENCE SOUTH 00°24'33” EAST, ALONG SAID WESTERLY RIGHT OF WAY LINE, 1769.41 FEET TO THE POINT OF BEGINNING.

LESS ALL EXCEPTIONS, CONTAINING 1035.55 ACRES, MORE OR LESS.

VISION - EXPERIENCE - RESULTS ENGLAND - THIMS & MILLER, INC.

A PORTION OF SECTION 36, TOWNSHIP 5 SOUTH, RANGE 25 EAST, CLAY COUNTY, FLORIDA, BEING A PORTION OF SOUTH PARCEL AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 4892, PAGE 1323, OF THE PUBLIC RECORDS OF SAID COUNTY, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

FOR A POINT OF REFERENCE, COMMENCE AT THE NORTHWEST CORNER OF SECTION 6, TOWNSHIP 6 SOUTH, RANGE 26 EAST, SAID COUNTY, SAID CORNER ALSO BEING THE NORTHEAST CORNER OF SECTION 1, TOWNSHIP 6 SOUTH, RANGE 25 EAST, SAID COUNTY; THENCE SOUTH 89°29'14” WEST, ALONG THE NORTHERLY LINE OF SAID SECTION 1, A DISTANCE OF 5209.35 FEET; THENCE NORTH 00°45'58” EAST, DEPARTING SAID NORTHERLY LINE, 543.03 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 1490.00 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 31°36'38”, AN ARC LENGTH OF 822.05 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 16°34'17” EAST, 811.66 FEET; THENCE NORTHERLY ALONG THE ARC OF A NON-TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 1570.00 FEET, THROUGH A CENTRAL ANGLE OF 21°41'17”, AN ARC LENGTH OF 594.29 FEET TO THE POINT OF BEGINNING, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 21°32'48” EAST, 590.75 FEET.

FROM SAID POINT OF BEGINNING, THENCE NORTHERLY ALONG THE ARC OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 1570.00 FEET, THROUGH A CENTRAL ANGLE OF 14°34'53, AN ARC LENGTH OF 399.56 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 03°24'42” EAST, 398.48 FEET; THENCE NORTH 04°13'57” WEST, ALONG A NON-TANGENT LINE, 19.38 FEET; THENCE NORTH 06°51'48” WEST, 125.16 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 1442.48 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 15°49'14”, AN ARC LENGTH OF 398.30 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 16°42'43” WEST, 397.03 FEET; THENCE NORTH 01°49'53” EAST, ALONG A NON-TANGENT LINE, 18.60 FEET TO THE SOUTHEASTERLY CORNER OF TRACT “B”, AS DEPICTED ON CATHEDRAL OAK PARKWAY PHASE 1 REPLAT, RECORDED IN PLAT BOOK 71, PAGES 22 THROUGH 25, OF SAID PUBLIC RECORDS; THENCE NORTH 24°59'20” WEST, ALONG THE BOUNDARY LINE OF SAID TRACT “B”, 23.50 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 59.44 FEET; THENCE NORTHERLY CONTINUING ALONG SAID BOUNDARY LINE AND ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 25°34'59”, AN ARC LENGTH OF 26.54 FEET TO A POINT LYING ON THE SOUTHEASTERLY LINE OF PARCEL 812, AS DEPICTED ON CATHEDRAL OAK PARKWAY PHASE 1 SECOND REPLAT, RECORDED IN PLAT BOOK 73, PAGES 6 THROUGH 14, OF SAID PUBLIC RECORDS, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 12°11'50” WEST, 26.32 FEET; THENCE NORTH 59°13'45” EAST, DEPARTING SAID BOUNDARY LINE, ALONG SAID SOUTHEASTERLY LINE OF PARCEL 812 AND ALONG A NON-TANGENT LINE, 843.26 FEET; THENCE SOUTH 30°46'15” EAST, DEPARTING SAID SOUTHEASTERLY LINE, 95.94 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 50.00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 65°36'40”, AN ARC LENGTH OF 57.26 FEET TO A POINT OF REVERSE CURVATURE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 02°02'05” WEST, 54.18 FEET; THENCE SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 49°59'21”, AN ARC LENGTH OF 21.81 FEET TO A POINT OF COMPOUND CURVATURE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 09°50'44” WEST, 21.13 FEET; THENCE SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 63.00 FEET, THROUGH A CENTRAL ANGLE OF 10°19'47”, AN ARC LENGTH OF 11.36 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 20°18'50” EAST, 11.34 FEET; THENCE SOUTH 25°28'43” EAST, 212.29 FEET; THENCE NORTH 80°09'02” EAST, 133.40 FEET; THENCE SOUTH 16°58'28” EAST, 137.03 FEET; THENCE NORTH 83°14'16” EAST, 7.81 FEET; THENCE SOUTH 06°45'44” EAST, 60.00 FEET; THENCE SOUTH 83°14'16” WEST, 25.21 FEET; THENCE SOUTH 07°31'18” EAST, 20.70 FEET; THENCE SOUTH 13°43'19” EAST, 10.11 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 350.00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 26°10'05”, AN ARC LENGTH OF 159.85 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 21°56'13” EAST, 158.47 FEET; THENCE SOUTH 35°01'15” EAST, 141.91 FEET; THENCE SOUTH 54°58'45” WEST, 120.00 FEET; THENCE SOUTH 35°01'15” EAST,
10.49 FEET; THENCE SOUTH 54°58'45” WEST, 60.00 FEET; THENCE NORTH 35°01'15” WEST, 21.06 FEET; THENCE SOUTH 54°58'45” WEST, 191.24 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 780.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 11°51'36”, AN ARC LENGTH OF
161.46 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 48°54'46” EAST, 161.17 FEET; THENCE SOUTH 42°58'58” EAST, 365.20 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 800.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 18°35'55”, AN ARC LENGTH OF 259.69 FEET TO A POINT OF COMPOUND CURVATURE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 52°16'55” EAST, 258.55 FEET; THENCE EASTERLY ALONG THE ARC OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 37°25'15”, AN ARC LENGTH OF 16.33 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 80°17'30” EAST, 16.04 FEET; THENCE SOUTH 65°39'03” EAST, ALONG A NON-TANGENT LINE, 82.51 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 25.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 37°25'15”, AN ARC LENGTH OF 16.33 FEET TO A POINT OF COMPOUND CURVATURE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 51°00'36” EAST, 16.04 FEET; THENCE EASTERLY ALONG THE ARC OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 800.00 FEET, THROUGH A CENTRAL ANGLE OF 20°11'58”, AN ARC LENGTH OF 282.04 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 79°49'13” EAST, 280.58 FEET; THENCE NORTH 03°17'02” WEST, ALONG A NON-TANGENT LINE, 36.73 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 500.00 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 32°24'01”, AN ARC LENGTH OF 282.75 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 09°06'47” EAST, 278.99 FEET; THENCE NORTH 25°18'47” EAST, 108.69 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 490.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 18°10'34”, AN ARC LENGTH OF 155.44 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 34°24'04” EAST, 154.79 FEET; THENCE NORTH 43°29'21” EAST, 297.53 FEET; THENCE NORTH 10°51'38” EAST, 141.42 FEET; THENCE NORTH 63°46'46” EAST, 45.74 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 50.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 115°31'47”, AN ARC LENGTH OF 100.82 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 49°25'50” EAST, 84.59 FEET; THENCE NORTH 10°51'38” EAST, ALONG A NON-TANGENT LINE, 124.51 FEET; THENCE SOUTH 79°08'22” EAST, 60.00 FEET; THENCE SOUTH 57°10'09” EAST, 64.70 FEET; THENCE SOUTH 79°08'22” EAST, 105.27 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 650.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 38°49'31”, AN ARC LENGTH OF 440.46 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 59°43'36” EAST, 432.08 FEET; THENCE SOUTH 40°18'50" EAST, 192.23 FEET; THENCE SOUTH 49°41'10" WEST, 180.00 FEET; THENCE NORTH 40°18'50" WEST, 62.98 FEET; THENCE SOUTH 49°41'10" WEST, 40.02 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 960.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 12°12'53”, AN ARC LENGTH OF 204.66 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 43°34'43” WEST, 204.27 FEET; THENCE SOUTH 37°28'16” WEST, 268.56 FEET; THENCE SOUTH 27°58'30” WEST, 60.61 FEET; THENCE SOUTH 37°28'16” WEST, 60.02 FEET; THENCE NORTH 53°59'26” WEST, 120.20 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 50.00 FEET; THENCE WESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 88°32'28”, AN ARC LENGTH OF 77.27 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 75°21'06” WEST, 69.80 FEET; THENCE SOUTH 29°12'37” WEST, ALONG A NON-TANGENT LINE, 16.15 FEET; THENCE SOUTH 77°33'43” WEST, 205.82 FEET; THENCE SOUTH 89°48'46” WEST, 125.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 320.00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 10°48'51”, AN ARC LENGTH OF 60.40 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 05°35'40” EAST, 60.31 FEET; THENCE SOUTH 11°00'06” EAST, 63.49 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 1317.34 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 01°26'39”, AN ARC LENGTH OF 33.21 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 10°07'37” EAST, 33.21 FEET; THENCE NORTH 81°17'26” EAST, 129.84 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 960.00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 07°50'39”, AN ARC LENGTH OF 131.43 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 04°47'14” EAST, 131.33 FEET; THENCE SOUTH 00°51'55” EAST, 183.64 FEET; THENCE SOUTH 89°08'05” WEST, 130.00 FEET; THENCE SOUTH 00°51'55” EAST, 21.30 FEET; THENCE SOUTH 89°08'05” WEST, 60.00 FEET; THENCE NORTH 00°51'55” WEST, 13.15 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 25.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 90°00'00”, AN ARC LENGTH OF 39.27 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 45°51'55” WEST, 35.36 FEET; THENCE SOUTH 89°08'05” WEST, 95.00 FEET; THENCE SOUTH 00°51'55” EAST, 120.00 FEET; THENCE SOUTH 89°08'05” WEST, 235.10 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 350.00 FEET; THENCE WESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 15°17'14”, AN ARC LENGTH OF 93.38 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 83°13'18” WEST, 93.11 FEET; THENCE NORTH 75°34'41” WEST, 105.78 FEET; THENCE NORTH 14°25'19” EAST, 120.00 FEET; THENCE NORTH 75°34'41” WEST, 113.73 FEET; THENCE NORTH 70°23'45” WEST, 105.90 FEET; THENCE NORTH 63°37'15” WEST, 254.13 FEET; THENCE NORTH 63°35'59” WEST, 110.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 1039.77 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 13°28'35”, AN ARC LENGTH OF 244.56 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 57°17'42” WEST, 244.00 FEET; THENCE NORTH 47°30'50” WEST, ALONG A NON-TANGENT LINE, 107.39 FEET; THENCE NORTH 43°50'45” WEST, 124.02 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 345.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 26°00'18”, AN ARC LENGTH OF 156.59 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 36°43'47” WEST,
155.25 FEET; THENCE NORTH 66°16'23" WEST, ALONG A NON-TANGENT LINE, 125.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 470.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 02°14'36", AN ARC LENGTH OF 18.40 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 22°36'19" WEST, 18.40 FEET; THENCE NORTH 68°30'59" WEST, ALONG A NON-TANGENT LINE, 60.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 530.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 04°03'38", AN ARC LENGTH OF 37.56 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 23°30'50" EAST, 37.55; THENCE NORTH 64°27'21” WEST, ALONG A NON-TANGENT LINE, 120.00 FEET; THENCE NORTH 79°17'51” WEST, 55.54 FEET TO THE POINT OF BEGINNING.

CONTAINING 56.65 ACRES, MORE OR LESS.

VISION - EXPERIENCE - RESULTS ENGLAND - THIMS & MILLER, INC.

G:\14-011\14-011-29 - Saratoga Springs\14-011-29005 - CDD\GIS\Maps\PRO\Saratoga Springs.aprx

Feed Mill CDD
Lake Asbury Future Land Use

RR: RURAL RESIDENTIAL
LA RC: LAKE ASBURY RURAL COMMUNITY RRSV: RURAL RESERVE
RF: RURAL FRINGE

LA MPC: LAKE ASBURY MASTER PLANNED COMMUNITY

COM: COMMERCIAL BP: BUSINESS PARK MIX: MIXED USE
LA VC: LAKE ASBURY VILLAGE CENTER LA AC: LAKE ASBURY ACTIVITY CENTER LA IVC: LAKE ASBURY IVC
CO: CONSERVATION
LA GW: LAKE ASBURY GREENWAY MUNI: MUNICIPAL
AG: AGRICULTURE

Clay County Conservation Overlay

0

2,200

4,400

Feet

Date: 4/16/2024

Knowles Rd

Ogl

County Road 315

Ron Rd

Maryland Av

Manhattan Av

Floyd Rd

105

Jacksonville
10

295	295

16

Source: ETM, Clay County

Future Land Use

Feed Mill Community

Development District

LA MPC

LA VC

LA AC
MIX
COM

CO

RF

Pebble Point Dr Medinah Ln

MUNI

Perry Rd

LA RC

BP	RR

AG	RRSV
LA GW LA IVC

VISION - EXPERIENCE - RESULTS ENGLAND - THIMS & MILLER, INC.

VISION - EXPERIENCE - RESULTS ENGLAND - THIMS & MILLER, INC.

VISION - EXPERIENCE - RESULTS ENGLAND - THIMS & MILLER, INC.

WETLANDS

WETLANDS

FEED MILL ROAD

CDD BOUNDARY

WETLANDS

PARCEL 1

PARCEL 4

CDD BOUNDARY

NOTE: NEIGHBORHOOD MASTER PLAN SUBJECT TO MODIFICATION DURING THE FINAL ENGINEERING AND PERMITTING PROCESSES.

ETM NO.

14-011-29005

DRAWN BY:	DDM

DATE:

8/1/25

14775 Old St. Augustine Rd., Jacksonville, FL 32258 TEL: (904) 642-8990	www.etminc.com
REG - 00002584 LC - 0000316

DRAWING NO.  6

14775 Old St. Augustine Rd., Jacksonville, FL 32258 TEL: (904) 642-8990	www.etminc.com
REG - 00002584 LC - 0000316

ETM NO.	14-011-29005

DRAWN BY:	DDM

DATE:  8/1/25

DRAWING NO.  7

WETLANDS

WETLANDS

FEED MILL ROAD

LIMITS OF PROPOSED

REUSE MAIN (TYP)

CDD BOUNDARY

WETLANDS

PARCEL 1

PARCEL 4

CDD BOUNDARY

NOTE: NEIGHBORHOOD MASTER PLAN SUBJECT TO MODIFICATION DURING THE FINAL ENGINEERING AND PERMITTING PROCESSES.

ETM NO.

14-011-29005

DRAWN BY:	DDM

DATE:

8/1/25

14775 Old St. Augustine Rd., Jacksonville, FL 32258 TEL: (904) 642-8990	www.etminc.com
REG - 00002584 LC - 0000316

DRAWING NO.  8

WETLANDS

LIMITS OF

GRAVITY SEWER

MAIN (TYP)

WETLANDS

FEED MILL ROAD

SANITARY SEWER PUMP STATION

CDD BOUNDARY

LIMITS OF PROPOSED FORCE MAIN (TYP)

WETLANDS

PARCEL 1

PARCEL 4

CDD BOUNDARY

NOTE: NEIGHBORHOOD MASTER PLAN SUBJECT TO MODIFICATION DURING THE FINAL ENGINEERING AND PERMITTING PROCESSES.

ETM NO.

14-011-29005

DRAWN BY:	DDM

DATE:

8/1/25

14775 Old St. Augustine Rd., Jacksonville, FL 32258 TEL: (904) 642-8990	www.etminc.com
REG - 00002584 LC - 0000316

DRAWING NO.  10

WETLANDS

WETLANDS

FEED MILL ROAD

LIMITS OF PROPOSED SMF'S (TYP)

CDD BOUNDARY

WETLANDS

PARCEL 1

PARCEL 4

CDD BOUNDARY

NOTE: NEIGHBORHOOD MASTER PLAN SUBJECT TO MODIFICATION DURING THE FINAL ENGINEERING AND PERMITTING PROCESSES.

ETM NO.

14-011-29005

DRAWN BY:	DDM

DATE:

8/1/25

14775 Old St. Augustine Rd., Jacksonville, FL 32258 TEL: (904) 642-8990	www.etminc.com
REG - 00002584 LC - 0000316

DRAWING NO.  11

WETLANDS

WETLANDS

FEED MILL ROAD

CDD BOUNDARY

WETLANDS

PARCEL 1

PARCEL 4

CDD BOUNDARY

25' LOT

40' LOT

50' LOT

60' LOT

NOTE: NEIGHBORHOOD MASTER PLAN SUBJECT TO MODIFICATION DURING THE FINAL ENGINEERING AND PERMITTING PROCESSES.

ETM NO.

14-011-29005

DRAWN BY:	DDM

DATE:

8/1/25

14775 Old St. Augustine Rd., Jacksonville, FL 32258 TEL: (904) 642-8990	www.etminc.com
REG - 00002584 LC - 0000316

DRAWING NO.  12

Tab 4

Feed Mill
Community Development District

Preliminary Second Supplemental Special Assessment Allocation Report

Capital Improvement Revenue Bonds, Series 2026 (Parcel 4 – Assessment Area One)

3434 Colwell Ave
Suite 200
Tampa, FL 33614

rizzetta.com

February 25, 2026

FEED MILL COMMUNITY DEVELOPMENT DISTRICT
CAPITAL IMPROVEMENT REVENUE BONDS, SERIES 2026 (PARCEL 4 – ASSESSMENT AREA ONE)

Table Of Contents

Page
1

I.

INTRODUCTION ……………………………………….......………..……................…

II.

DEFINED TERMS……..………………….................................................................

1

III.

DISTRICT INFORMATION……………….……………….............................................

2

IV.

SERIES 2026 PARCEL 4 PROJECT............………………...…………………..……...

2

V.

Preliminary Series 2026 Bonds And Assessments………………………..……

3

VI.

Preliminary Series 2026 Assessment Allocation……..……………………....

3

VII.

Prepayment Of Series 2026 Assessments..….…………………………….……

5

VIII.

ADDITIONAL STIPULATIONS..……………………………………………………………...…

6

EXB “A”

PRELIMINARY ALLOCATION METHODOLOGY	,,,,,,,,,,,,,….

7

Index Of Tables

Table

Description

Page

1
2
3
4
5
6

PRELIMINARY DEVELOPMENT PLAN..................................................................................
CIP COST DETAIL…………………………………..……...………..……..……...…….…..… PRELIM. FINANCING INFORMATION – SERIES 2026 BONDS….....………………….…..….… PRELIM. FINANCING INFORMATION – SERIES 2026 ASSESSMENTS………….…….………… PRELIM. ASSESSMENT ALLOCATION – SERIES 2026 ASSESSMENTS………………………. CONTRIBUTION CALCULATION – SERIES 2026 PARCEL 4 PROJECT……….……………… PRELIM. SERIES 2026 ASSESSMENT ROLL…....................................................................
*Legal Descriptions Attached

A-1
A-2
A-3
A-3
A-4
A-5
A-6

FEED MILL COMMUNITY DEVELOPMENT DISTRICT
CAPITAL IMPROVEMENT REVENUE BONDS, SERIES 2026 (PARCEL 4 – ASSESSMENT AREA ONE)

I.  Introduction

This Preliminary Second Supplemental Special Assessment Allocation Report (herein the “Report”) is being presented in anticipation of financing a capital infrastructure project by the Feed Mill Community Development District (“District”), a local unit of special purpose government established pursuant to Chapter 190, Florida Statutes. The District plans to issue Capital Improvement Revenue Bonds, Series 2026 (Parcel 4 – Assessment Area One) and has retained Rizzetta & Company, Inc. to prepare a methodology for allocating the special assessments to be levied by the District in connection with the transaction.

II. Defined Terms

“Capital Improvement Program” or “CIP” – Construction and/or acquisition of public infrastructure planned for the District. The total cost for the Capital Improvement Plan is estimated to be $187,810,032 as specified in the Engineer’s Report.

“District Engineer” – England-Thims & Miller, Inc.

“End User” – The ultimate purchaser of a fully developed residential unit; typically, a resident homeowner.

“Engineer’s Report” - That certain Feed Mill Community Development District Capital Improvement Plan dated February 12, 2025, as supplemented by that certain Feed Mill Community Development District Second Supplemental Engineer’s Report to the Capital Improvement Plan dated February 11, 2026.

“Equivalent Assessment Unit” or “EAU” – Allocation factor which reflects a quantitative measure of the amount of special benefit conferred by the District’s CIP on a particular land use, relative to other land uses.

“Indentures” – The Master Trust Indenture dated as of September 1, 2025 and Second Supplemental Trust Indenture dated as of March 1, 2026.

“Landowner” – Saratoga Sagebrook, LLC.

“Master Report” – The Master Special Assessment Allocation Report dated February 26, 2025.

“Parcel 4 – Assessment Area One” – An assessment area within the District, consisting of approximately 56.65 acres planned for 201 residential units within Phase 4A of Parcel 4.

1

FEED MILL COMMUNITY DEVELOPMENT DISTRICT
CAPITAL IMPROVEMENT REVENUE BONDS, SERIES 2026 (PARCEL 4 – ASSESSMENT AREA ONE)

“Platted Units” – Lands configured into their intended end-use and subject to a recorded plat.

“Series 2026 Assessments” – The Series 2026 Assessments, as contemplated by Chapters 190, 170, and 197, Florida Statutes, levied to secure repayment of the District’s Series 2026 Bonds.

“Series 2026 Bonds” – $5,120,000 (estimated) Feed Mill Community Development District Capital Improvement Revenue Bonds, Series 2026 (Parcel 4 – Assessment Area One).

“Series 2026 Parcel 4 Project” – A portion of the District’s CIP in the estimated amount of $23,592,178, expected to be partially funded by the Series 2026 Bonds, benefitting Parcel 4 – Assessment Area One.

“True-Up Agreement” – The Agreement(s) to be executed between the District and applicable Landowner, regarding the True-Up and Payment of Series 2026 Assessments.

“Unplatted Parcels” – Undeveloped lands or parcels not yet subject to a recorded plat in their final end-use configuration.

All capitalized terms not defined herein shall retain the meaning ascribed in the Master Report.

III. DISTRICT INFORMATION

The District was established by the Board of County Commissioners of Clay County pursuant to Clay County Ordinance No. 2024-20, which became effective June 12, 2024. The District encompasses approximately 1,035.55 acres and is generally located south and adjacent to Cathedral Oak Parkway and bifurcated by Peters Creek, entirely within Clay County.

The District is currently planned for a total of approximately 2,091 residential units. This Report will address Parcel 4 - Assessment Area One of the District which is the second area of development planned for 201 residential units.

Table 1 illustrates the District’s preliminary development plan for Parcel 4 – Assessment Area One.

IV. SERIES 2026 PARCEL 4 PROJECT

The Series 2026 Parcel 4 Project is the portion of the District’s total CIP necessary for the development of Parcel 4 – Assessment Area One. The cost of the Series 2026 Parcel 4 Project is

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FEED MILL COMMUNITY DEVELOPMENT DISTRICT
CAPITAL IMPROVEMENT REVENUE BONDS, SERIES 2026 (PARCEL 4 – ASSESSMENT AREA ONE)

estimated to be $23,592,178, and the District plans to issue Series 2026 Bonds to partially fund the Series 2026 Parcel 4 Project in the estimated amount of $4,202,430. The balance of the Series 2026 Parcel 4 Project will be funded by the Landowner, future bonds or other funding sources. For more detailed information regarding the Series 2026 Parcel 4 Project, see Table 2 and the Engineer’s Report.

V. Preliminary Series 2026 Bonds And Assessments

In order to provide for the financing of a portion of the Series 2026 Parcel 4 Project described in Section IV above, the District plans to issue the Series 2026 Bonds in the estimated principal amount of $5,120,000, which will be secured by the pledged revenues from the Series 2026 Assessments. The Series 2026 Assessments are expected to initially be levied in the estimated annual amount of $357,858, excluding early payment discounts and collection costs, and shall be structured in the same manner as the Series 2026 Bonds, so that revenues from the Series 2026 Assessments are sufficient to fulfill the debt service requirements for the Series 2026 Bonds.

The Series 2026 Bonds will be structured as amortizing current-interest bonds, with repayment occurring in annual installments of principal and interest. Interest payment dates shall occur every May 1 and November 1 from the date of issuance until final maturity anticipated on May 1, 2057. The first scheduled payment of coupon interest is anticipated to be due on May 1, 2026, although interest will be capitalized through November 1, 2027, and the first installment of principal due on May 1, 2028. The annual principal payment will be due each May 1 thereafter until final maturity. The Series 2026 Assessments are expected to initially be levied on the 56.65 acres within Parcel 4 – Assessment Area One.

It is expected that the Series 2026 Assessment installments assigned to Platted Units will be collected via the Clay County property tax bill process (Uniform Method) 1. Accordingly, the Series 2026 Assessments have been adjusted to allow for current County collection costs and the possibility that landowners will avail themselves of early payment discounts. Currently, the aggregate rate for

costs and discounts is 6.0%, but this may fluctuate as provided by law.

The Series 2026

Assessments levied on Unplatted Parcels are expected to be collected directly by the District and

will not include any county collection costs or early payment discounts. However, for purposes of this Report, all units are inclusive of the associated costs and discounts for presentation purposes only.

VI. Preliminary Series 2026 Assessment Allocation

The District’s Master Report contains specific special benefit findings relative to the Maximum Assessments and the District’s Capital Improvement Program. As stated therein, the CIP costs per unit and Maximum Assessments were allocated pursuant to an EAU-based methodology.

1 The ultimate collection procedure is subject to District approval. Nothing herein should be construed as mandating collections that conflict with the terms, privileges, and remedies provided in the Indentures, Florida law, assessment resolutions, and/or other applicable agreements.

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FEED MILL COMMUNITY DEVELOPMENT DISTRICT
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Per Section IV above, the Series 2026 Bonds will fund a portion of the District’s Series 2026 Parcel 4 Project, which is expected to be constructed in a manner generally proportionate to the construction of improvements for the CIP. Accordingly, it is expected that the improvements funded by the Series 2026 Bonds will confer benefit on the District’s developable parcels in a manner generally proportionate to and consistent with the allocation of benefit found in the Master Report. Therefore, it is proper to impose Series 2026 Assessments on the units specified in Table 5, as well as the District’s Preliminary Series 2026 Assessment Roll on page A-6.
A. Assessment Allocation
The Series 2026 Assessments are expected to ultimately be allocated to the 201 Platted Units planned for development within Parcel 4 – Assessment Area One, and have been sized based on target annual assessments provided by the Landowner. As allocated, the Series 2026 Assessments fall within the cost/benefit thresholds, as well as the Maximum Assessment levels, established by the Master Report. However, because the allocation of assessments differs from the assessments specified in the Master Report, the District will recognize an in-kind contribution of infrastructure from the Landowner in the form of an assessment credit representing the difference between the target Series 2026 Assessments and a baseline allocation of assessments. The total amount of this minimum contribution to ensure that all debt assessments are fairly and reasonably allocated has been calculated to be approximately $56,065, as shown in Table 7.

The Preliminary Series 2026 Assessment Roll is located at page A-6.

B.	Assignment of Assessments

The Series 2026 Bonds have been sized based on the expectation that the Series 2026 Assessments will be fully absorbed by the 201 Platted Units planned for development in Parcel 4 – Assessment Area One.

All of the lands subject to the Series 2026 Assessments currently consist of Unplatted Parcels. Series 2026 Assessments will be initially levied on these Unplatted Parcels within Parcel 4 – Assessment Area One on an equal assessment per acre basis. At the time parcels are platted or otherwise subdivided into Platted Units, individual Series 2026 Assessments will be assigned to those Platted Units at the per-unit amounts described in Table 5, thereby reducing the Series 2026 Assessments encumbering the Unplatted Parcels by a corresponding amount. Any unassigned amount of Series 2026 Assessments encumbering the remaining Unplatted Parcels within Parcel 4 – Assessment Area One will continue to be calculated and levied on an equal assessment per acre basis.

In the event an Unplatted Parcel is sold to a third party not affiliated with the Landowner, Series 2026 Assessments will be assigned to that Unplatted Parcel based on the maximum total number of Platted Units assigned by such Landowner to that Unplatted

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FEED MILL COMMUNITY DEVELOPMENT DISTRICT
CAPITAL IMPROVEMENT REVENUE BONDS, SERIES 2026 (PARCEL 4 – ASSESSMENT AREA ONE)

Parcel. The owner of that Unplatted Parcel will be responsible for the total assessments applicable to the Unplatted Parcel, regardless of the total number of Platted Units ultimately platted. These total assessments are fixed to the Unplatted Parcel at the time of the sale. If the Unplatted Parcel is subsequently sub-divided into smaller parcels, the total assessments initially allocated to the Unplatted Parcel will be re-allocated to the smaller parcels pursuant to the methodology as described herein (i.e. equal assessment per acre until platting).

In the event that developable lands that derive benefit from the Series 2026 Parcel 4 Project are added to the District boundaries, whether by boundary amendment or increase in density, Series 2026 Assessments will be allocated to such lands, pursuant to the methodology described herein.

VII. PREPAYMENT AND TRUE-UP OF SERIES 2026 ASSESSMENTS
The Series 2026 Assessments encumbering a parcel may be prepaid in full at any time, without penalty, together with interest at the rate on the corresponding Series 2026 Bonds to the bond interest payment date that is more than forty-five (45) days next succeeding the date of prepayment. Notwithstanding the preceding provisions, the District does not waive the right to assess penalties which would otherwise be permissible if the parcel being prepaid is subject to an assessment delinquency.
Because this methodology assigns defined, fixed assessments to Platted Units, the District’s Series 2026 Assessment program is predicated on the development of lots in the manner described in Table 1. However, if a change in development results in net decrease in the overall principal amount of assessments able to be assigned to the units described in Table 1, then a true-up, or principal reduction payment, will be required to cure the deficiency. As the acreage within the assessment area is developed, it will be platted. At such time as a plat is presented to the District that involves the earliest of at least 25% of residential units or developable acres within the assessment area and continuing at each time when a subsequent plat is presented to the District (each such date being a “True-Up Date”), the District shall determine if the debt per acre remaining on the unplatted developable land is greater than the debt per developable acre of such land at the time of imposition of the initial assessment and, if it is, a True-Up Payment in the amount of such excess shall become due and payable by the Landowner in that tax year in accordance with this Report in addition to the regular assessment installment payable for lands owned by such Landowner. The District will ensure collection of such amounts in a timely manner in order to meet its debt service obligations and, in all cases, the Landowner agrees that such payments shall be made in order to ensure the District’s timely payments of the debt services obligations on the Series 2026 Bonds. The District shall record all True-Up Payments in its Improvement Lien book. For further detail and definitions related to the true-up process, please refer to the True-Up Agreement.

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FEED MILL COMMUNITY DEVELOPMENT DISTRICT
CAPITAL IMPROVEMENT REVENUE BONDS, SERIES 2026 (PARCEL 4 – ASSESSMENT AREA ONE)

Similarly, if a reconfiguration of lands would result in the collection of substantial excess assessment revenue in the aggregate, then the District shall undertake a pro rata reduction of assessments for all assessed properties.

VIII. Additional Stipulations
Certain financing, development, and engineering data was provided by members of District staff, District underwriter, and/or the Landowner. The allocation methodology described herein was based on information provided by those professionals. Rizzetta & Company, Inc. makes no representations regarding said information transactions beyond restatement of the factual information necessary for compilation of this Report.

Rizzetta & Company, Inc., does not represent the District as a Municipal Advisor or Securities Broker nor is Rizzetta & Company, Inc., registered to provide such services as described in Section 15B of the Securities and Exchange Act of 1934, as amended. Similarly, Rizzetta & Company, Inc., does not provide the District with financial advisory services or offer investment advice in any form.

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FEED MILL COMMUNITY DEVELOPMENT DISTRICT
CAPITAL IMPROVEMENT REVENUE BONDS, SERIES 2026 (PARCEL 4 – ASSESSMENT AREA ONE)

EXHIBIT A:

PRELIMINARY ALLOCATION METHODOLOGY

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FEED MILL COMMUNITY DEVELOPMENT DISTRICT
PRELIMINARY SECOND SUPPLEMENTAL SPECIAL ASSESSMENT ALLOCATION REPORT CAPITAL IMPROVEMENT REVENUE BONDS, SERIES 2026 (PARCEL 4 - ASSESSMENT AREA ONE)

A-1

TABLE 1: PRELIMINARY DEVELOPMENT PLAN

PARCEL 4
(ASSESSMENT AREA ONE)
PRODUCT (ACTIVE ADULT)	(PHASE 4A)
Single Family 40'	66
Single Family 50'	73
Single Family 60'	62

TOTAL:		201	

Preliminary Development Plan provided by the Developer and is subject to change.

FEED MILL COMMUNITY DEVELOPMENT DISTRICT
PRELIMINARY SECOND SUPPLEMENTAL SPECIAL ASSESSMENT ALLOCATION REPORT CAPITAL IMPROVEMENT REVENUE BONDS, SERIES 2026 (PARCEL 4 - ASSESSMENT AREA ONE)

A-2

TABLE 2: CIP COST DETAIL

SERIES 2026
PARCEL 4
DESCRIPTION	PROJECT
Feed Mill Road (Excluding Utilities)	$271,919
Offsite Utility Potable Water, Reclaimed Water, and Sewer	$7,925,000
Offsite Utility Lift Stations, Potable Water, Reclaimed Water, and Sewer	$5,477,241
Stormwater Management Facilities, Flood Control and Drainage Collection System	$4,815,008
Planning, Engineering, Survey, and Regulatory	$2,958,267
Contingency (20%)	$2,144,743
INFRASTRUCTURE COST TOTAL	$23,592,178

SERIES 2026 PARCEL 4 PROJECT
Estimated project costs to be funded by Series 2026 Bonds	$4,202,430
Estimated recognized contribution of infrastruture to reach target assessment levels		$56,065 Estimated remaining project costs to be funded by the Developer or future bonds	$19,333,683
TOTAL SERIES 2026 PARCEL 4 PROJECT	$23,592,178

Note: Infrastructure cost estimates provided by the District Engineer.

FEED MILL COMMUNITY DEVELOPMENT DISTRICT
PRELIMINARY SECOND SUPPLEMENTAL SPECIAL ASSESSMENT ALLOCATION REPORT CAPITAL IMPROVEMENT REVENUE BONDS, SERIES 2026 (PARCEL 4 - ASSESSMENT AREA ONE)

A-3

TABLE 4: PRELIMINARY FINANCING INFORMATION - SERIES 2026 ASSESSMENTS

Estimated Interest Rate	5.65%

Estimated Aggregate Initial Principal Amount	$5,120,000

Estimated Aggregate Annual Installment	$357,858	(1)
Estimated County Collection Costs	2%	$7,614	(2)
Estimated Maximum Early Payment Discount	4%	$15,228	(2)
Estimated Total Annual Installment	$380,700

Based on estimated MADS for the Series 2026 Bonds.
May vary as provided by law.

TABLE 3: PRELIMINARY FINANCING INFORMATION - SERIES 2026 BONDS

Estimated Issue Date	March 27, 2026
Estimated Final Maturity	May 1, 2057
Estimated Average Coupon Rate	5.65%
Estimated Maximum Annual Debt Service ("MADS")	$357,858

SOURCES:

Bond Proceeds:
Estimated Par Amount	$5,120,000
TOTAL SOURCES	$5,120,000

USES:

Construction Account	($4,202,430)
Debt Service Reserve Fund (50% of MADS)	($178,929)
Capitalized Interest (thru 11/1/2027)	($461,241)
Cost of Issuance	($175,000)
Underwriter's Discount		($102,400)
TOTAL USES	($5,120,000)

Source: District Underwriter. Numbers are preliminary and subject to change.

FEED MILL COMMUNITY DEVELOPMENT DISTRICT
PRELIMINARY SECOND SUPPLEMENTAL SPECIAL ASSESSMENT ALLOCATION REPORT CAPITAL IMPROVEMENT REVENUE BONDS, SERIES 2026 (PARCEL 4 - ASSESSMENT AREA ONE)

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TABLE 5: PRELIMINARY ASSESSMENT ALLOCATION - SERIES 2026 ASSESSMENTS (1)

PRODUCT
PRODUCT TOTAL		PER UNIT		ANNUAL		PER UNIT PRODUCT	UNITS	PRINCIPAL (2)	PRINCIPAL	INSTLMT. (2)(3)	INSTLMT. (3)
Single Family 40'	66	$1,420,205	$21,518	$105,600	$1,600 Single Family 50'	73	$1,865,364	$25,553	$138,700	$1,900 Single Family 60'	62	$1,834,431	$29,588	$136,400	$2,200
TOTAL	201	$5,120,000	$380,700

Allocation of preliminary Series 2026 Assessments to be levied based on target assessment levels. There will be a recognized in-kind contribution of infrastructure by the Landowner as an assessment credit to certain unit types in order to reach target assessment levels. See Table 7 for the contribution calculation.
Product total shown for illustrative purposes only and are not fixed per product type.
Includes estimated Clay County collection costs/payment discounts, which may fluctuate.

FEED MILL COMMUNITY DEVELOPMENT DISTRICT
PRELIMINARY SECOND SUPPLEMENTAL SPECIAL ASSESSMENT ALLOCATION REPORT CAPITAL IMPROVEMENT REVENUE BONDS, SERIES 2026 (PARCEL 4 - ASSESSMENT AREA ONE)

A-5

PRODUCT

TABLE 6: PRELIMINARY CONTRIBUTION CALCULATION - SERIES 2026 PARCEL 4 PROJECT (1)

TOTAL COSTS
FUNDED	COST PER UNIT	COST PER UNIT	CONTRIBUTION		TOTAL UNITS	EAU	(TARGET)		(TARGET) (3)		(EAU)		PER UNIT	CONTRIBUTION (4)

Single Family 40'	66	0.80	$1,165,686	$17,662	$16,793		$0		$0 Single Family 50'	73	1.00	$1,531,067	 $20,974	$20,991		 $0		$0 Single Family 60'	62	1.20	$1,505,678	 $24,285	$25,189	$904	$56,065
201	$4,202,430	(2)	$56,065

All numbers are based on construction costs and thus are net of financing costs.
Total estimated Series 2026 Parcel 4 Project costs to be funded with Series 2026 Bonds. See Table 2.
Estimated per unit costs to be funded with Series 2026 Bonds based on target allocation.
Total contribution of infrastructure due to the difference between the target allocation and the EAU allocation. See Table 2 for the application of the contribution.

FEED MILL COMMUNITY DEVELOPMENT DISTRICT
PRELIMINARY SECOND SUPPLEMENTAL SPECIAL ASSESSMENT ALLOCATION REPORT CAPITAL IMPROVEMENT REVENUE BONDS, SERIES 2026 (PARCEL 4 - ASSESSMENT AREA ONE)

Includes estimated county collection costs/early payment discounts, which may fluctuate.
See Legal Descriptions Attached.

A-6

SERIES 2026 PRELIMINARY ASSESSMENT ROLL

Parcel (2)	ACREAGE	ESTIMATED PRINCIPAL/ACRE ESTIMATED ASSMT/ACRE (1)

Pacel 4 - Assessment Area One

56.65

$90,380

$6,720

TOTAL SERIES 2026	$5,120,000	$380,700

A PORTION OF SECTION 36, TOWNSHIP 5 SOUTH, RANGE 25 EAST, CLAY COUNTY, FLORIDA, BEING A PORTION OF SOUTH PARCEL AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 4892, PAGE 1323, OF THE PUBLIC RECORDS OF SAID COUNTY, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

FOR A POINT OF REFERENCE, COMMENCE AT THE NORTHWEST CORNER OF SECTION 6, TOWNSHIP 6 SOUTH, RANGE 26 EAST, SAID COUNTY, SAID CORNER ALSO BEING THE NORTHEAST CORNER OF SECTION 1, TOWNSHIP 6 SOUTH, RANGE 25 EAST, SAID COUNTY; THENCE SOUTH 89°29'14” WEST, ALONG THE NORTHERLY LINE OF SAID SECTION 1, A DISTANCE OF 5209.35 FEET; THENCE NORTH 00°45'58” EAST, DEPARTING SAID NORTHERLY LINE, 543.03 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 1490.00 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 31°36'38”, AN ARC LENGTH OF 822.05 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 16°34'17” EAST, 811.66 FEET; THENCE NORTHERLY ALONG THE ARC OF A NON-TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 1570.00 FEET, THROUGH A CENTRAL ANGLE OF 21°41'17”, AN ARC LENGTH OF 594.29 FEET TO THE POINT OF BEGINNING, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 21°32'48” EAST, 590.75 FEET.

FROM SAID POINT OF BEGINNING, THENCE NORTHERLY ALONG THE ARC OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 1570.00 FEET, THROUGH A CENTRAL ANGLE OF 14°34'53, AN ARC LENGTH OF 399.56 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 03°24'42” EAST, 398.48 FEET; THENCE NORTH 04°13'57” WEST, ALONG A NON-TANGENT LINE, 19.38 FEET; THENCE NORTH 06°51'48” WEST, 125.16 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 1442.48 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 15°49'14”, AN ARC LENGTH OF 398.30 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 16°42'43” WEST, 397.03 FEET; THENCE NORTH 01°49'53” EAST, ALONG A NON-TANGENT LINE, 18.60 FEET TO THE SOUTHEASTERLY CORNER OF TRACT “B”, AS DEPICTED ON CATHEDRAL OAK PARKWAY PHASE 1 REPLAT, RECORDED IN PLAT BOOK 71, PAGES 22 THROUGH 25, OF SAID PUBLIC RECORDS; THENCE NORTH 24°59'20” WEST, ALONG THE BOUNDARY LINE OF SAID TRACT “B”, 23.50 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 59.44 FEET; THENCE NORTHERLY CONTINUING ALONG SAID BOUNDARY LINE AND ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 25°34'59”, AN ARC LENGTH OF 26.54 FEET TO A POINT LYING ON THE SOUTHEASTERLY LINE OF PARCEL 812, AS DEPICTED ON CATHEDRAL OAK PARKWAY PHASE 1 SECOND REPLAT, RECORDED IN PLAT BOOK 73, PAGES 6 THROUGH 14, OF SAID PUBLIC RECORDS, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 12°11'50” WEST, 26.32 FEET; THENCE NORTH 59°13'45” EAST, DEPARTING SAID BOUNDARY LINE, ALONG SAID SOUTHEASTERLY LINE OF PARCEL 812 AND ALONG A NON-TANGENT LINE, 843.26 FEET; THENCE SOUTH 30°46'15” EAST, DEPARTING SAID SOUTHEASTERLY LINE, 95.94 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 50.00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 65°36'40”, AN ARC LENGTH OF 57.26 FEET TO A POINT OF REVERSE CURVATURE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 02°02'05” WEST, 54.18 FEET; THENCE SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 49°59'21”, AN ARC LENGTH OF 21.81 FEET TO A POINT OF COMPOUND CURVATURE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 09°50'44” WEST, 21.13 FEET; THENCE SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 63.00 FEET, THROUGH A CENTRAL ANGLE OF 10°19'47”, AN ARC LENGTH OF 11.36 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 20°18'50” EAST, 11.34 FEET; THENCE SOUTH 25°28'43” EAST, 212.29 FEET; THENCE NORTH 80°09'02” EAST, 133.40 FEET; THENCE SOUTH 16°58'28” EAST, 137.03 FEET; THENCE NORTH 83°14'16” EAST, 7.81 FEET; THENCE SOUTH 06°45'44” EAST, 60.00 FEET; THENCE SOUTH 83°14'16” WEST, 25.21 FEET; THENCE SOUTH 07°31'18” EAST, 20.70 FEET; THENCE SOUTH 13°43'19” EAST, 10.11 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 350.00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 26°10'05”, AN ARC LENGTH OF 159.85 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 21°56'13” EAST, 158.47 FEET; THENCE SOUTH 35°01'15” EAST, 141.91 FEET; THENCE SOUTH 54°58'45” WEST, 120.00 FEET; THENCE SOUTH 35°01'15” EAST,
10.49 FEET; THENCE SOUTH 54°58'45” WEST, 60.00 FEET; THENCE NORTH 35°01'15” WEST, 21.06 FEET; THENCE SOUTH 54°58'45” WEST, 191.24 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 780.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 11°51'36”, AN ARC LENGTH OF
161.46 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 48°54'46” EAST, 161.17 FEET; THENCE SOUTH 42°58'58” EAST, 365.20 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 800.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 18°35'55”, AN ARC LENGTH OF 259.69 FEET TO A POINT OF COMPOUND CURVATURE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 52°16'55” EAST, 258.55 FEET; THENCE EASTERLY ALONG THE ARC OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 37°25'15”, AN ARC LENGTH OF 16.33 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 80°17'30” EAST, 16.04 FEET; THENCE SOUTH 65°39'03” EAST, ALONG A NON-TANGENT LINE, 82.51 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 25.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 37°25'15”, AN ARC LENGTH OF 16.33 FEET TO A POINT OF COMPOUND CURVATURE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 51°00'36” EAST, 16.04 FEET; THENCE EASTERLY ALONG THE ARC OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 800.00 FEET, THROUGH A CENTRAL ANGLE OF 20°11'58”, AN ARC LENGTH OF 282.04 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 79°49'13” EAST, 280.58 FEET; THENCE NORTH 03°17'02” WEST, ALONG A NON-TANGENT LINE, 36.73 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 500.00 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 32°24'01”, AN ARC LENGTH OF 282.75 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 09°06'47” EAST, 278.99 FEET; THENCE NORTH 25°18'47” EAST, 108.69 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 490.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 18°10'34”, AN ARC LENGTH OF 155.44 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 34°24'04” EAST, 154.79 FEET; THENCE NORTH 43°29'21” EAST, 297.53 FEET; THENCE NORTH 10°51'38” EAST, 141.42 FEET; THENCE NORTH 63°46'46” EAST, 45.74 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 50.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 115°31'47”, AN ARC LENGTH OF 100.82 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 49°25'50” EAST, 84.59 FEET; THENCE NORTH 10°51'38” EAST, ALONG A NON-TANGENT LINE, 124.51 FEET; THENCE SOUTH 79°08'22” EAST, 60.00 FEET; THENCE SOUTH 57°10'09” EAST, 64.70 FEET; THENCE SOUTH 79°08'22” EAST, 105.27 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 650.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 38°49'31”, AN ARC LENGTH OF 440.46 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 59°43'36” EAST, 432.08 FEET; THENCE SOUTH 40°18'50" EAST, 192.23 FEET; THENCE SOUTH 49°41'10" WEST, 180.00 FEET; THENCE NORTH 40°18'50" WEST, 62.98 FEET; THENCE SOUTH 49°41'10" WEST, 40.02 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 960.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 12°12'53”, AN ARC LENGTH OF 204.66 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 43°34'43” WEST, 204.27 FEET; THENCE SOUTH 37°28'16” WEST, 268.56 FEET; THENCE SOUTH 27°58'30” WEST, 60.61 FEET; THENCE SOUTH 37°28'16” WEST, 60.02 FEET; THENCE NORTH 53°59'26” WEST, 120.20 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 50.00 FEET; THENCE WESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 88°32'28”, AN ARC LENGTH OF 77.27 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 75°21'06” WEST, 69.80 FEET; THENCE SOUTH 29°12'37” WEST, ALONG A NON-TANGENT LINE, 16.15 FEET; THENCE SOUTH 77°33'43” WEST, 205.82 FEET; THENCE SOUTH 89°48'46” WEST, 125.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 320.00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 10°48'51”, AN ARC LENGTH OF 60.40 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 05°35'40” EAST, 60.31 FEET; THENCE SOUTH 11°00'06” EAST, 63.49 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 1317.34 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 01°26'39”, AN ARC LENGTH OF 33.21 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 10°07'37” EAST, 33.21 FEET; THENCE NORTH 81°17'26” EAST, 129.84 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 960.00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 07°50'39”, AN ARC LENGTH OF 131.43 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 04°47'14” EAST, 131.33 FEET; THENCE SOUTH 00°51'55” EAST, 183.64 FEET; THENCE SOUTH 89°08'05” WEST, 130.00 FEET; THENCE SOUTH 00°51'55” EAST, 21.30 FEET; THENCE SOUTH 89°08'05” WEST, 60.00 FEET; THENCE NORTH 00°51'55” WEST, 13.15 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 25.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 90°00'00”, AN ARC LENGTH OF 39.27 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 45°51'55” WEST, 35.36 FEET; THENCE SOUTH 89°08'05” WEST, 95.00 FEET; THENCE SOUTH 00°51'55” EAST, 120.00 FEET; THENCE SOUTH 89°08'05” WEST, 235.10 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 350.00 FEET; THENCE WESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 15°17'14”, AN ARC LENGTH OF 93.38 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 83°13'18” WEST, 93.11 FEET; THENCE NORTH 75°34'41” WEST, 105.78 FEET; THENCE NORTH 14°25'19” EAST, 120.00 FEET; THENCE NORTH 75°34'41” WEST, 113.73 FEET; THENCE NORTH 70°23'45” WEST, 105.90 FEET; THENCE NORTH 63°37'15” WEST, 254.13 FEET; THENCE NORTH 63°35'59” WEST, 110.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 1039.77 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 13°28'35”, AN ARC LENGTH OF 244.56 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 57°17'42” WEST, 244.00 FEET; THENCE NORTH 47°30'50” WEST, ALONG A NON-TANGENT LINE, 107.39 FEET; THENCE NORTH 43°50'45” WEST, 124.02 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 345.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 26°00'18”, AN ARC LENGTH OF 156.59 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 36°43'47” WEST,
155.25 FEET; THENCE NORTH 66°16'23" WEST, ALONG A NON-TANGENT LINE, 125.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 470.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 02°14'36", AN ARC LENGTH OF 18.40 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 22°36'19" WEST, 18.40 FEET; THENCE NORTH 68°30'59" WEST, ALONG A NON-TANGENT LINE, 60.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 530.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 04°03'38", AN ARC LENGTH OF 37.56 FEET TO A POINT ON SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 23°30'50" EAST, 37.55; THENCE NORTH 64°27'21” WEST, ALONG A NON-TANGENT LINE, 120.00 FEET; THENCE NORTH 79°17'51” WEST, 55.54 FEET TO THE POINT OF BEGINNING.

CONTAINING 56.65 ACRES, MORE OR LESS.

VISION - EXPERIENCE - RESULTS ENGLAND - THIMS & MILLER, INC.