Live Oak Lake
Community Development District Agenda
May 15, 2025

Agenda

Live Oak Lake
Community Development District
219 E. Livingston St., Orlando, FL 32801 Phone: 407-841-5524

May 8, 2025
Board of Supervisors Live Oak Lake
Community Development District
Dear Board Members:
The regular meeting of the Board of Supervisors of Live Oak Lake Community Development District will be held Thursday, May 15, 2025, at 2:00 PM at the West Osceola Branch Library, 305 Campus Street, Celebration, FL 34747.
Those members of the public wishing to attend the meeting can do so using the information below: Zoom Video Link: https://us06web.zoom.us/j/89972553280
Zoom Call-In Information: 1-305-224-1968
Zoom ID: 889 7255 3280

Board of Supervisors Meeting

Roll Call
Public Comment Period
Approval of Minutes of the April 17, 2025 Board of Supervisors Meeting
Consideration of Resolution 2025-02 Approving the Fiscal Year 2026 Proposed Budget and Setting a Public Hearing to Adopt
Consideration of Mobility Fee Interlocal Agreement (Twin Lakes and Reserve at Twin Lakes and Reserve at Twin Lakes) By and Between Osceola County, Florida and City of St. Cloud, Florida Joined for Limited Purposes by Narcoossee Land Ventures, LLC and Live Oak Lake Community Development District
Staff Reports
Attorney
Engineer
Field Manager’s Report
District Manager’s Report
Approval of Check Register
Approval of Balance Sheet
Presentation of Registered Voters- 1,457
Discussion of Meeting Location
Other Business
Supervisors Requests
Review of Landscape Design at Entrance on Nolte Road
Review of Irrigation Issues
Adjournment

Minutes

MINUTES OF MEETING LIVE OAK LAKE
COMMUNITY DEVELOPMENT DISTRICT

The regular meeting of the Board of Supervisors of the Live Oak Lake Community Development District was held on Wednesday, April 17, 2025, at 2:00 p.m. at the St. Cloud Public Library, 810 13th St., St. Cloud, FL34769

Present and constituting a quorum:
Ned Bowman	Chairperson
Linda Warner	Vice Chairperson
Bob Holesko	Assistant Secretary
Mel Gray Marshall	Assistant Secretary
Andrea Stevens	Assistant Secretary Also present were:
Tricia Adams	District Manager, GMS
Katie O’Rourke	District Manager, GMS
Sarah Sandy by Zoom	District Counsel, Kutak Rock
Nicole Stalder by Zoom	District Engineer
Jarrett Wright	Field Services, GMS

FIRST ORDER OF BUSINESS	Roll Call
Ms. Adams called the meeting to order at 2:00 p.m. Five Supervisors were in attendance constituting a quorum.

SECOND ORDER OF BUSINESS	Public Comment Period
Ms. Adams opened the public comment period.
Resident (Sherry Payne-Lewis, 2724 Greenland St.) thanked the Board for moving meetings to St. Cloud. She submitted a petition to the Board in February 2024 for an aerator fountain in the pond in Greenland & Twin Lakes Blvd, that situation hasn’t been resolved.

April 17, 2025	Live Oak Lake CDD

Resident (Connie & Glen,2740 Southland St.) stated they back up to the conservation area. The conservation vegetation was growing 8-10 ft. tall and crews cut it all down and destroyed the new growth. Staff noted this will be discussed under the Engineers report.
Resident (Denise Davis, 2627 Midsweet Ave) stated they can’t use front door because
midges are so bad in alcoves.
Resident (Leslie Stevenson, 5004 Fallgro Way) stated midge flies are horrendous. She was shut down when suggesting fountains.

THIRD ORDER OF BUSINESS	Organizational Matters
There being no comments, the next item followed.

FOURTH ORDER OF BUSINESS	Approval of Minutes of the March 5, 2025,
Board of Supervisors Meeting
Ms. Adams presented the minutes of the March 5, 2025 Board of Supervisors meeting. The minutes have been reviewed by the District Manager and District Counsel. She offered to take corrections or changes. The Board had no changes to the minutes.

On MOTION by Mr. Bowman seconded by Ms. Warner, with all in favor, the Minutes of the March 5, 2025 Board of Supervisors Meeting, were approved.

FIFTH ORDER OF BUSINESS	Midge Management Presentation – Cherrief
Jackson, Clarke
Ms. Adams noted the District has contracted with Clarke as the service provider for a midge management program. Mr. Wright oversees the implementation and effectiveness of the program. The service level has been increased based on the current midge situation. Ms. Jackson discussed how Clarke treats midges and provided tips for residents to help with midge control such as minimizing light. Board members asked various questions about midges and treatment of midges. Ms. Adams noted from Clarke Environmental an option would be adding the truck for ULV Adulticide in addition to the ATV treatment. Other things that could be considered include stocking ponds with fish that eat midge larva, once a habitat was established, or adding fountains or aerators to stormwater ponds. The Board requested proposals for aerators for all the ponds. Mr.
Wright will check with Clarke on midge type testing.

April 17, 2025	Live Oak Lake CDD

SIXTH ORDER OF BUSINESS	Staff Reports
Attorney
Ms. Sandy confirmed the new Supervisors received their notebooks and emailed the Board information regarding ethics training. She noted the developer and county are working with the city of St. Cloud to annex the development into the city. Mr. Bowman would like to see all of the agreements regarding this.

Engineer
Ms. Stalder addressed the public comment on conservation area maintenance and recent activities. She noted the maintenance monitoring was over last year so they would have nothing to do with any maintenance happening in that area. Ms. Adams noted anything that would have happened, the CDD would want to be aware and deter that kind of activity in the future.

Field Manager’s Report
Mr. Wright reviewed the Field Managers Report. He noted midge treatments are now on a weekly basis now which should bring faster results. The legal agreements for the new fountain have been signed and executed.

Consideration of Proposal to Remove 6 Magnolia Trees in Nolte Median
Mr. Wright presented a proposal to remove six magnolia trees from the Nolte Median.

On MOTION by Mr. Bowman, seconded by Ms. Warner, with all in favor, the Proposal to Remove up to 6 Magnolia Trees in Nolte Median, was approved.

Mr. Bowman asked to flush cut the stumps from the palm trees.

Liquid Fertilizer
Mr. Wright noted pricing has been provided for high-end liquid fertilization 21-0-0 iron that will green it up in a few days for $2,500.

April 17, 2025	Live Oak Lake CDD

On MOTION by Mr. Bowman, seconded by Mr. Halesko, with all in favor, the Liquid Fertilizer NTE $2,500, was approved.

District Manager’s Report
Approval of Check Register
Ms. Adams presented the check register totaling $387,657.90. Immediately following the register is a detailed run summary. She offered to take any questions. A Board member asked about the FedEx bill. She noted those were related to the landscape RFP notices and final payments to Jupiter for tracking purposes. Mr. Bowman asked about the irrigation management consulting. Mr. Wright noted it is a remote monitoring service. He comes onsite once a week reviewing with the CDD & HOA. Mr. Bowman asked if he is bonded and has an insurance company and asked for a copy of it by the next meeting.

On MOTION by Mr. Bowman, seconded by Ms. Warner, with all in favor, the Check Register, was approved.

Approval of Balance Sheet
Ms. Adams presented the unaudited financials through the end of March. These are for information purposes only. No Board action is required.

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

EIGHTH ORDER OF BUSINESS	Supervisors Requests
There being no comments, the next item followed.

NINTH ORDER OF BUSINESS	Adjournment

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

April 17, 2025	Live Oak Lake CDD

Secretary / Assistant Secretary	Chairman / Vice Chairman

Section IV

RESOLUTION 2025-02
[FY 2026 BUDGET APPROVAL RESOLUTION]

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE LIVE OAK LAKE COMMUNITY DEVELOPMENT DISTRICT APPROVING PROPOSED BUDGET(S) FOR FY 2026; SETTING A PUBLIC HEARING THEREON AND DIRECTING PUBLICATION; ADDRESSING TRANSMITTAL AND POSTING REQUIREMENTS; ADDRESSING SEVERABILITY AND EFFECTIVE DATE.
WHEREAS, for the fiscal year beginning October 1, 2025, and ending September 30, 2026 (“FY 2026”), the District Manager prepared and submitted to the Board of Supervisors (“Board”) of the Live Oak Lake Community Development District (“District”) prior to June 15, 2025, the proposed budget(s) attached hereto as Exhibit A (“Proposed Budget”); and

WHEREAS, the Board now desires to set the required public hearing on the Proposed Budget.

NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE LIVE OAK LAKE COMMUNITY DEVELOPMENT DISTRICT:
PROPOSED BUDGET APPROVED. The Proposed Budget attached hereto as
Exhibit A is hereby approved preliminarily.

SETTING A PUBLIC HEARING; DIRECTING PUBLICATION. A public
hearing on said approved Proposed Budget is hereby declared and set for the following date, time, and location, and District staff is directed to provide notice of the same in accordance with Florida law:

DATE:	July 17, 2025	
TIME:	2:00 PM	
LOCATION:	St. Cloud Community House
716 Indiana Ave. St. Cloud, FL 34769	

TRANSMITTAL TO LOCAL GENERAL PURPOSE GOVERNMENT;
POSTING OF PROPOSED BUDGET. The District Manager is hereby directed to (i) submit a copy of the Proposed Budget to the applicable local general-purpose government(s) at least 60 days prior to its adoption, and (ii) post the approved Proposed Budget on the District’s website in accordance with Chapter 189, Florida Statutes.

SEVERABILITY; EFFECTIVE DATE. The invalidity or unenforceability of any one or more provisions of this Resolution shall not affect the validity or enforceability of the remaining portions of this Resolution, or any part thereof. This Resolution shall take effect immediately upon adoption.

PASSED AND ADOPTED THIS 15th DAY OF MAY 2025.

ATTEST:	LIVE OAK LAKE COMMUNITY DEVELOPMENT DISTRICT

Secretary / Assistant Secretary	Chair/Vice Chair, Board of Supervisors

Exhibit A:	Proposed Budget

Live Oak Lake
Community Development District

FY2026
Proposed Budget
May 15,2025

6iv1S

	Table of Contents	

1		General Fund	

2-5	
	General Fund Narrative	

6	
	Debt Service Fund Series 2016	

7	
	Amortization Schedule - Debt Service Fund Series 2016	

8	
	Debt Service Fund Series 2020	

9	
	Amortization Schedule - Debt Service Fund Series 2020	

Live Oak Lake
Community Development District
Proposed Budget General Fund
	Adopted
Budget	Actual
Thru	Projected
Next	Total
Projected	Proposed
Budget	
 Description			FY 2025			4/30/25		5 Months	9/30/25	FY 2026	
Revenues						
Assessments - Tax Collector (Net)	$357,293	$355,306	$1,987	$357,293	$924,647	
Assessments - Off Roll (Platted)	$95,439	$95,439	$0	$95,439	$0	
Assessments - Off Roll (Unplatted)	$31,800	$31,800	$0	$31,800	$42,840	
Interest Income	$0	$376	$376	$753	$0	
Developer Deficit Funding	$226,920	$0	$226,920	$226,920	$0	
Carryforward Surplus	$106,135	$106,135	$0	$106,135	$0	
TOTAL REVENUES	$817,587	$589,057	$229,283	$818,340	$967,487	
Expenditures						
Administrative						
Supervisor Fees	$12,000	$2,600	$5,000	$7,600	$12,000	
FICA Expense	$918	$199	$383	$581	$918	
Engineering	$15,000	$1,715	$8,025	$9,740	$15,000	
Dissemination	$5,250	$3,163	$2,188	$5,350	$5,408	
Assessment Roll	$5,250	$5,250	$0	$5,250	$5,408	
Property Appraiser	$600	$133	$0	$133	$600	
Arbitrage	$1,150	$0	$1,100	$1,100	$1,150	
Attorney	$30,000	$9,241	$9,241	$18,482	$25,000	
Annual Audit	$5,100	$2,500	$2,600	$5,100	$5,300	
Trustee Fees	$8,100	$8,081	$0	$8,081	$8,869	
Management Fees	$42,500	$24,792	$17,708	$42,500	$43,775	
Information Technology	$1,890	$1,103	$788	$1,890	$1,947	
Postage	$1,450	$961	$686	$1,648	$1,450	
Copies	$250	$99	$71	$169	$250	
Rentals and Leases	$0	$49	$0	$49	$3,600	
Insurance	$6,684	$6,501	$0	$6,501	$7,814	
Legal Advertising	$2,500	$246	$2,302	$2,548	$2,500	
Other Current Charges	$350	$0	$125	$125	$350	
Office Supplies	$100	$2	$25	$27	$100	
Dues, Licenses & Subscriptions	$175	$175	$0	$175	$175	
Website Hosting/Compliance	$1,260	$735	$525	$1,260	$1,260	
TOTAL ADMINISTRATIVE	$140,527	$67,543	$50,766	$118,309	$142,872	
Field						
Field Management	$16,538	$9,647	$6,891	$16,538	$17,365	
Property Insurance	$5,000	$4,050	$0	$4,050	$4,374	
Aquatic Control	$51,200	$31,380	$21,876	$53,256	$55,000	
Mitigation Maintenance	$2,000	$0	$2,000	$2,000	$2,000	
Midge Management	$20,000	$9,890	$4,993	$14,883	$105,000	
Contingency	$9,384	$0	$9,384	$9,384	$29,384	
Landscape Maintenance	$286,000	$156,593	$108,500	$265,093	$282,000	
Landscaping Replacements	$50,000	$3,249	$46,751	$50,000	$50,000	
Pond Fountain Maintenance	$15,000	$1,440	$5,000	$6,440	$15,000	
Irrigation Consultant Services	$6,000	$3,500	$2,500	$6,000	$6,000	
Irrigation Repairs	$15,000	$10,253	$3,500	$13,753	$15,000	
General Repairs and Maintenance	$15,000	$500	$5,000	$5,500	$15,000	
Electricity-Street Lights	$43,694	$26,988	$19,277	$46,265	$50,892	
Electricity-Fountains	$57,600	$393	$281	$674	$57,600	
Water-Irrigation	$67,144	$57,123	$40,802	$97,924	$100,000	
Capital Reserve	$17,500	$8,250	$9,250	$17,500	$20,000	
TOTAL FIELD	$677,060	$323,256	$286,004	$609,260	$824,614	
						
TOTAL EXPENDITURES	$817,587	$390,799	$336,771	$727,569	$967,487	
						
EXCESS REVENUES (EXPENDITURES)	$0	$198,258	($107,487)	$90,771	$0	
				Net Assessment	$967,487	
Discounts & Collections 6% 		$61,754  Gross Assessment 	$1,029,241 

Unit Type	
Unit Count	FY 2022
Gross Per Unit	FY 2023
Gross Per Unit	FY 2024
Gross Per Unit	FY 2025
Gross Per Unit	FY 2026
Gross Per Unit	Gross
Total	
Duplex 35'	504	238	237.67	249.55	249.55	509.67	$256,874.62	
50' SF	833	340	339.52	356.50	356.50	728.10	$606,509.52	
70' SF	118	475	475.33	499.10	499.10	1,019.34	$120,282.56	
Unplatted 	532		0	112.12	63.59	63.59	85.67		$45,574.73		
1,987						$1,029,241.43	

Page 1

REVENUES:

LIVE OAK LAKE
COMMUNITY DEVELOPMENT DISTRICT
GENERAL FUND BUDGET FISCAL YEAR 2026

Assessments-Tax Collector
The District will levy a non-ad valorem special assessment on all taxable property within the District to fund general operating and maintenance expenditures for the fiscal year. These assessments are billed on tax bills.

Assessments –Off Roll
The District will levy a non-ad valorem special assessment on all taxable property within the District to fund general operating and maintenance expenditures for the fiscal year. The District levies these assessments directly to the property owners.

Developer Funding
The District will enter into an agreement with the Developer to fund General Fund expenditures and up to a certain deficit for the Fiscal Year.
Interest Income
The District earns interest on the monthly average collected balance for their money market accounts.

EXPENDITURES:
Administrative:

Supervisor Fees
The Florida Statutes allows each board member to receive $200 per meeting not to exceed $4,800 in one year. The amount for the fiscal year is based upon all 5 supervisors attending the estimated 12 meetings.

FICA Taxes
Related payroll taxes of 7.65% for above.

Engineering Fees
The District's engineer will be providing general engineering services to the District including attendance and preparation for board meetings, etc.

Dissemination Agent
The District is required by the Security and Exchange Commission to comply with Rule 15(c)(2)-12(b)(5), which relates to additional reporting requirements for un-rated bond issues.

Assessment Roll
The District has contracted with Governmental Management Services to levy and administer the collection of non-ad valorem assessment on all assessable property within the District.

Property Appraiser
The District anticipates costs associated with services provided by the property appraiser’s office.

Arbitrage

LIVE OAK LAKE
COMMUNITY DEVELOPMENT DISTRICT
GENERAL FUND BUDGET FISCAL YEAR 2026

The District is required to annually have an arbitrage rebate calculation on the District's Series 2016 Capital Improvement Revenue Bonds and the Series 2020 Special Assessment Revenue Bonds.

Attorney
The District's legal counsel will be providing general legal services to the District, i.e., attendance and preparation for monthly meetings, review operating and maintenance contracts, etc.

Annual Audit
The District is required annually to conduct an audit of its financial records by an Independent Certified Public Accounting Firm.

Trustee Fees
The District issued Series 2016 Capital Improvement Revenue Bonds and Series 2020 Special Assessment Revenue Bonds which are held with a Trustee at US Bank. The amount of the trustee fees is based on the agreement between US Bank and the District.

Management Fees
The District has contracted with Governmental Management Services to provide Management, Accounting and Recording Secretary Services for the District. The services include, but are not limited to recording and transcription of board meetings, budget preparation, financial reporting, annual audit, etc.

Information Technology
Represents costs related to the District’s information systems, which include but are not limited to video conferencing services, cloud storage services and servers, security, accounting software, etc..
Postage
Mailings, overnight deliveries, and correspondence, etc.

Copies
Printing of computerized checks, stationary, envelopes, invoices, etc.

Insurance
The District's General Liability & Public Officials Liability Insurance policy is with The Florida Insurance Alliance. They specialize in providing insurance coverage to governmental agencies.

Legal Advertising
The District is required to advertise various notices for monthly Board meetings, public hearings, etc. in a newspaper of general circulation.

Other Current Charges
Bank charges and any other miscellaneous expenses that are incurred during the year.

Office Supplies
Miscellaneous office supplies.

LIVE OAK LAKE
COMMUNITY DEVELOPMENT DISTRICT
GENERAL FUND BUDGET FISCAL YEAR 2026

Dues, Licenses & Subscriptions
The District is required to pay an annual fee to the Florida Department of Commerce for $175. This is the only expense under this category for the District.

Website Hosting/Compliance
Represents the cost associated with monitoring and maintaining the District’s website created in accordance with Chapter 189, Florida Statutes. These services include site performance assessment, security and firewall maintenance, updates, document uploads, hosting and domain renewals, website backups, etc.

Field

Field Management
Governmental Management Services provides onsite field management of contracts such as landscape and lake maintenance, fountain maintenance, etc. Services include onsite inspections, meetings with contractors, monitoring of utility accounts, attend Board meetings, receive and respond to property owner email and phone calls.

Property Insurance
The District will bind a Property Insurance policy with Florida Insurance Alliance (FIA). FIA specializes in providing insurance coverage to governmental agencies.

Aquatic Control
Represents the cost for maintenance to the 23 stormwater ponds located within the District. Services include, but are not limited to, treatment of nuisance vegetation and algae treatment.

Mitigation, Monitoring, and Maintenance
Post permit and mitigation compliance, bi-annual maintenance events, time-zeroing monitoring and reporting and annual monitoring and reporting as defined in District Engineer’s work authorizations.

Midge Management
Includes funding for deep water spray treatment, shoreline barrier and fogging to reduce midge population on an as needed basis.

Contingency-Field
Any unanticipated expenditure that may arise during the fiscal year.

Landscape Maintenance
The District contracts for landscape maintenance of certain common areas such as mowing, edging, blowing, fertilization, trimming and mowing around stormwater ponds.

Landscape Replacement
Replacement of plants needed throughout the District.

Pond Fountain Maintenance
Repairs and maintenance to the District’s eight fountains.

Irrigation Consultant Services
The district has contracted with Irrigation Management Consulting to maintain the irrigation systems.

Irrigation Repairs

LIVE OAK LAKE
COMMUNITY DEVELOPMENT DISTRICT
GENERAL FUND BUDGET FISCAL YEAR 2026

Represents funds needed for repairs to the irrigation system of the district.

Electricity-Streetlights
The cost of electricity for Live Oak Lake CDD.

Water-Irrigation
The cost of water, sewer, and irrigation services for Live Oak Lake CDD.

Live Oak Lake
Community Development District
Proposed Budget
Debt Service Fund - Series 2016

 Description	 		Adopted Budget
FY 2025	

 		Actual Thru
4/30/25	

 	Projected Next
5 Months	

 		Total Projected
9/30/25	Proposed Budget
  FY 2026		
Revenues									
Interest Income	$5,000		$31,614		$22,581		$54,195	$5,000	
Assessments - On Roll (Net)	$954,030		$947,762		$6,267		$954,030	$954,030	
Assessments - Prepayments	$0		$0		$0		$0	$0	
Carryforward Surplus (1)	$509,632		$1,015,691		$0		$1,015,691	$574,993	
TOTAL REVENUES	$1,468,662		$1,995,066		$28,849		$2,023,915	$1,534,023	

Expenditures									
Series 2016									
Interest - 11/01	$308,991		$308,991		$0		$308,991	$300,994	
Interest - 05/01	$308,991		$0		$308,644		$308,644	$300,994	
Principal - 05/01	$340,000		$0		$340,000		$340,000	$355,000	
Special Call - 11/01	$0		$15,000		$0		$15,000	$0	
TOTAL EXPENDITURES	$957,981		$323,991		$648,644		$972,634	$956,988	
Other Financing Sources and (Uses)									
Interfund Transfer	$0		($476,288)		$0		($476,288)	$0	

TOTAL OTHER FINANCING SOURCES AND USES	$0		($476,288)		$0		($476,288)	$0	
									
EXCESS REVENUES	$510,681		$1,194,788		($619,795)		$574,993	$577,035	
							
11/26 Interest	
$293,006	

Unit
Type	No. of
Units	Gross Assessment
Per Unit Amount	
Total	
Duplex 35'	350	$975.00	$341,250.00	
50' SF	506	$1,025.00	$518,650.00	
70' SF		117		$1,325.00	  $155,025.00		
	973		$1,014,925.00	
		Less Discount/Collection Fees	  ($60,895.50) 	
		Net Assessment	$954,029.50	

(1) Carry forward surplus is net of the reserve requirement.

Live Oak Lake						Amortization Schedule	
Community Development District				Series 2016, Capital Improvement Revenue Bonds	
DATE		BALANCE		PRINCIPAL		INTEREST		TOTAL	

05/01/25	
$	
13,490,000	
$	
340,000.00	
$	
308,643.75	
$	
-	
11/01/25	$	13,150,000	$	-	$	300,993.75	$	949,637.50	
05/01/26	$	13,150,000	$	355,000.00	$	300,993.75	$	-	
11/01/26	$	12,795,000	$	-	$	293,006.25	$	949,000.00	
05/01/27	$	12,795,000	$	375,000.00	$	293,006.25	$	-	
11/01/27	$	12,420,000	$	-	$	284,568.75	$	952,575.00	
05/01/28	$	12,420,000	$	390,000.00	$	284,568.75	$	-	
11/01/28	$	12,030,000	$	-	$	275,793.75	$	950,362.50	
05/01/29	$	12,030,000	$	410,000.00	$	275,793.75	$	-	
11/01/29	$	11,620,000	$	-	$	266,568.75	$	952,362.50	
05/01/30	$	11,620,000	$	425,000.00	$	266,568.75	$	-	
11/01/30	$	11,195,000	$	-	$	257,006.25	$	948,575.00	
05/01/31	$	11,195,000	$	445,000.00	$	257,006.25	$	-	
11/01/31	$	10,750,000	$	-	$	246,993.75	$	949,000.00	
05/01/32	$	10,750,000	$	465,000.00	$	246,993.75	$	-	
11/01/32	$	10,285,000	$	-	$	236,531.25	$	948,525.00	
05/01/33	$	10,285,000	$	490,000.00	$	236,531.25	$	-	
11/01/33	$	9,795,000	$	-	$	225,506.25	$	952,037.50	
05/01/34	$	9,795,000	$	510,000.00	$	225,506.25	$	-	
11/01/34	$	9,285,000	$	-	$	214,031.25	$	949,537.50	
05/01/35	$	9,285,000	$	535,000.00	$	214,031.25	$	-	
11/01/35	$	8,750,000	$	-	$	201,993.75	$	951,025.00	
05/01/36	$	8,750,000	$	560,000.00	$	201,993.75	$	-	
11/01/36	$	8,190,000	$	-	$	189,393.75	$	951,387.50	
05/01/37	$	8,190,000	$	585,000.00	$	189,393.75	$	-	
11/01/37	$	7,605,000	$	-	$	175,865.63	$	950,259.38	
05/01/38	$	7,605,000	$	615,000.00	$	175,865.63	$	-	
11/01/38	$	6,990,000	$	-	$	161,643.75	$	952,509.38	
05/01/39	$	6,990,000	$	640,000.00	$	161,643.75	$	-	
11/01/39	$	6,350,000	$	-	$	146,843.75	$	948,487.50	
05/01/40	$	6,350,000	$	670,000.00	$	146,843.75	$	-	
11/01/40	$	5,680,000	$	-	$	131,350.00	$	948,193.75	
05/01/41	$	5,680,000	$	705,000.00	$	131,350.00	$	-	
11/01/41	$	4,975,000	$	-	$	115,046.88	$	951,396.88	
05/01/42	$	4,975,000	$	735,000.00	$	115,046.88	$	-	
11/01/42	$	4,240,000	$	-	$	98,050.00	$	948,096.88	
05/01/43	$	4,240,000	$	770,000.00	$	98,050.00	$	-	
11/01/43	$	3,470,000	$	-	$	80,243.75	$	948,293.75	
05/01/44	$	3,470,000	$	810,000.00	$	80,243.75	$	-	
11/01/44	$	2,660,000	$	-	$	61,512.50	$	951,756.25	
05/01/45	$	2,660,000	$	845,000.00	$	61,512.50	$	-	
11/01/45	$	1,815,000	$	-	$	41,971.88	$	948,484.38	
05/01/46	$	1,815,000	$	885,000.00	$	41,971.88	$	-	
11/01/46	$	930,000	$	-	$	21,506.25	$	948,478.13	
05/01/47	$	930,000	$	930,000.00	$	21,506.25	$	951,506.25	
Total			$	13,490,000.00	$	8,361,487.50	$	21,851,487.50	

Live Oak Lake
Community Development District
Proposed Budget
Debt Service Fund - Series 2020

	Adopted
Budget	Actual
Thru		Projected
Next	Total
Projected	Proposed
Budget	
 Description		 		FY 2025			4/30/25	  	5 Months			9/30/25	  FY 2026		

Revenues								
Interest Income		$5,000	$25,678		$18,341	$44,019	$5,000	
Assessments - On Roll (Net)		$143,562	$142,763		$799	$143,562	$143,562	
Assessments - Direct		$846,376	$567,072		$279,304	$846,376	$846,376	
Carryforward Surplus (1)		$452,102	$457,424		$0	$457,424	$501,598	
TOTAL REVENUES		$1,447,039	$1,192,937		$298,444	$1,491,381	$1,496,536	

Expenditures								
Series 2020								
Interest - 11/01		$339,894	$339,894		$0	$339,894	$335,050	
Interest - 05/01		$339,894	$0		$339,894	$339,894	$335,050	
Principal - 05/01		$310,000	$0		$310,000	$310,000	$325,000	
TOTAL EXPENDITURES		$989,788	$339,894		$649,894	$989,788	$995,100	
								
EXCESS REVENUES		$457,252	$853,045		($351,447)	$501,598	$501,436	
						
11/26 Interest	
$328,875	
Unit	No. of	Gross Assessment						
Type	Units	Per Unit Amount	Total					
Duplex 35 FT Lot	238	$975.00	$232,050.00		
Single Family - 50'	739	$1,025.00	$757,475.00		
Single Family - 70'	48	$1,325.00		$63,600.00 		
	1025	$1,053,125.00		
	Less Discount/Collection Fees		($63,187.50)		
	Net Assessment	$989,937.50		

(1) Carry forward surplus is net of the reserve requirement.

Live Oak Lake						Amortization Schedule	
Community Development District				Series 2020, Special Assessment Revenue Bonds	
DATE		BALANCE		PRINCIPAL		INTEREST		TOTAL	

05/01/25	
$	
15,390,000	
$	
310,000.00	
$	
339,893.75	
$	
-	
11/01/25	$	15,080,000	$	-	$	335,050.00	$	984,943.75	
05/01/26	$	15,080,000	$	325,000.00	$	335,050.00	$	-	
11/01/26	$	14,755,000	$	-	$	328,875.00	$	988,925.00	
05/01/27	$	14,755,000	$	335,000.00	$	328,875.00	$	-	
11/01/27	$	14,420,000	$	-	$	322,510.00	$	986,385.00	
05/01/28	$	14,420,000	$	350,000.00	$	322,510.00	$	-	
11/01/28	$	14,070,000	$	-	$	315,860.00	$	988,370.00	
05/01/29	$	14,070,000	$	360,000.00	$	315,860.00	$	-	
11/01/29	$	13,710,000	$	-	$	309,020.00	$	984,880.00	
05/01/30	$	13,710,000	$	375,000.00	$	309,020.00	$	-	
11/01/30	$	13,335,000	$	-	$	301,895.00	$	985,915.00	
05/01/31	$	13,335,000	$	390,000.00	$	301,895.00	$	-	
11/01/31	$	12,945,000	$	-	$	293,315.00	$	985,210.00	
05/01/32	$	12,945,000	$	410,000.00	$	293,315.00	$	-	
11/01/32	$	12,535,000	$	-	$	284,295.00	$	987,610.00	
05/01/33	$	12,535,000	$	430,000.00	$	284,295.00	$	-	
11/01/33	$	12,105,000	$	-	$	274,835.00	$	989,130.00	
05/01/34	$	12,105,000	$	445,000.00	$	274,835.00	$	-	
11/01/34	$	11,660,000	$	-	$	265,045.00	$	984,880.00	
05/01/35	$	11,660,000	$	465,000.00	$	265,045.00	$	-	
11/01/35	$	11,195,000	$	-	$	254,815.00	$	984,860.00	
05/01/36	$	11,195,000	$	490,000.00	$	254,815.00	$	-	
11/01/36	$	10,705,000	$	-	$	244,035.00	$	988,850.00	
05/01/37	$	10,705,000	$	510,000.00	$	244,035.00	$	-	
11/01/37	$	10,195,000	$	-	$	232,815.00	$	986,850.00	
05/01/38	$	10,195,000	$	535,000.00	$	232,815.00	$	-	
11/01/38	$	9,660,000	$	-	$	221,045.00	$	988,860.00	
05/01/39	$	9,660,000	$	555,000.00	$	221,045.00	$	-	
11/01/39	$	9,105,000	$	-	$	208,835.00	$	984,880.00	
05/01/40	$	9,105,000	$	580,000.00	$	208,835.00	$	-	
11/01/40	$	8,525,000	$	-	$	196,075.00	$	984,910.00	
05/01/41	$	8,525,000	$	610,000.00	$	196,075.00	$	-	
11/01/41	$	7,915,000	$	-	$	182,045.00	$	988,120.00	
05/01/42	$	7,915,000	$	640,000.00	$	182,045.00	$	-	
11/01/42	$	7,275,000	$	-	$	167,325.00	$	989,370.00	
05/01/43	$	7,275,000	$	670,000.00	$	167,325.00	$	-	
11/01/43	$	6,605,000	$	-	$	151,915.00	$	989,240.00	
05/01/44	$	6,605,000	$	700,000.00	$	151,915.00	$	-	
11/01/44	$	5,905,000	$	-	$	135,815.00	$	987,730.00	
05/01/45	$	5,905,000	$	730,000.00	$	135,815.00	$	-	
11/01/45	$	5,175,000	$	-	$	119,025.00	$	984,840.00	
05/01/46	$	5,175,000	$	765,000.00	$	119,025.00	$	-	
11/01/46	$	4,410,000	$	-	$	101,430.00	$	985,455.00	
05/01/47	$	4,410,000	$	805,000.00	$	101,430.00	$	-	
11/01/47	$	3,605,000	$	-	$	82,915.00	$	989,345.00	
05/01/48	$	3,605,000	$	840,000.00	$	82,915.00	$	-	
11/01/48	$	2,765,000	$	-	$	63,595.00	$	986,510.00	
05/01/49	$	2,765,000	$	880,000.00	$	63,595.00	$	-	
11/01/49	$	1,885,000	$	-	$	43,355.00	$	986,950.00	
05/01/50	$	1,885,000	$	920,000.00	$	43,355.00	$	-	
11/01/50	$	965,000	$	-	$	22,195.00	$	985,550.00	
05/01/51	$	965,000	$	965,000.00	$	22,195.00	$	987,195.00	
Total			$	15,390,000.00	$	11,255,763.75	$	26,645,763.75	

Section V

M O B I L I T Y  F E E  I N T E R L O C A L  A G R E E M E N T
( T W I N  L A K E S  A N D  R E S E R V E  A T  T W I N  L A K E S )

By and Between Osceola County, Florida And
City of St. Cloud, Florida

Joined for limited purposes by Narcoossee Land Ventures, LLC And
Live Oak Lake Community Development District

Table of Contents
Page
SECTION 1. RECITALS	3
SECTION 2. REPRESENTATIONS OF THE PARTIES	3
SECTION 3. APPLICATION OF MOBILITY FEE CREDIT.	5
SECTION 4. CANCELLATION OF REMAINING MOBILITY FEE CREDIT.	6
SECTION 5. EXISTING ENTITLEMENTS	6
SECTION 6. JOINDER	7
SECTION 7. INTERLOCAL AGREEMENT PROVISIONS	7
SECTION 8. DISPUTE RESOLUTION	7
SECTION 9. PROFESSIONAL FEES	8
SECTION 10. NO JOINT VENTURE.	8
SECTION 11. NON-WAIVER	8
SECTION 12. COUNTERPARTS	8
SECTION 13. ENTIRE AGREEMENT.	8
SECTION 14. BINDING EFFECT.	8
SECTION 15. AMENDMENTS AND WAIVERS	8
SECTION 16. NOTICES TO PARTIES	9
SECTION 17. SEVERABILITY	10
SECTION 18. GOVERNING LAW AND VENUE.	10

i

MOBILITY FEE INTERLOCAL AGREEMENT (TWIN LAKES AND RESERVE AT TWIN LAKES)
THIS MOBILITY FEE INTERLOCAL AGREEMENT (TWIN LAKES) (this
“Agreement”) is made and entered into as of [to come], 2025 by and between Osceola County, a charter county and political subdivision of the State of Florida (the “County”) and the City of St. Cloud, Florida, a Florida municipal corporation (the “City”), and joined for limited purposes by Narcoossee Land Ventures, LLC, a Florida limited liability company (“NLV”) and Live Oak Lake Community Development District, a community development district duly established and existing pursuant to Chapter 190, Florida Statutes, whose address is c/o Governmental Management Services- Central Florida, LLC, 219 E. Livingston St, Orlando, FL 32801 (the “District”).
W I T N E S S E T H:
WHEREAS, the County has enacted Ordinance No. 2015-22, as amended by Ordinance No. 2016-47, Ordinance No. 2017-22 and Ordinance No. 2018-7, creating Chapter 17, Division 2 of the Osceola County Code of Ordinances (the “County Mobility Fee Code”) to impose mobility fees requiring future growth to contribute its fair share of the cost of growth-necessitated transportation facilities; and
WHEREAS, the City has enacted Ordinance No. 2017-08 (the “City Mobility Fee Code”), which imposes mobility fees upon development or redevelopment of property within the City (the “City Mobility Fees”); and
WHEREAS, the County Mobility Fee Code provides for the issuance of mobility fee credits in those instances where a developer of a project has constructed, conveyed right of way, or paid cash for transportation facilities in order to mitigate the impact from the development of the project; and
WHEREAS, NLV is developing two residential communities commonly known as Twin Lakes and Reserve at Twin Lakes, more particularly described in Exhibit “A” (the “Development Property”); and
WHEREAS, NLV has entered into two Developer Funded County Obligation Agreements with the County including that Developer Funded/County Obligation Agreement For The Hickory Tree Road And Alligator Lake Road Improvements recorded in the Official Records of Osceola County in Book 6070, Page 107, et seq. (the “Hickory Tree Road and Alligator Lake Road Agreement”) and that Developer Funded/County Obligation Agreement For Twin Lakes And The Reserve at Twin Lakes recorded in the Official Records of Osceola County in Book 6680, Page 289, et seq. (the “Nolte Road Agreement”) (collectively, the “Developer Funded County Obligation Agreements”), for the design, permitting, construction, and/or conveyance, as applicable, of certain rights-of-way and improvements to Hickory Tree Road and Alligator Lake Road, as well as to Nolte Road and stormwater retention ponds benefitting Nolte Road, as more particularly described in the Developer Funded County Obligation Agreements (the “Improvements”); and

WHEREAS, the District has also entered into the Nolte Road Agreement for the construction of a certain portion of the Improvements relating to stormwater retention ponds as described in the Nolte Road Agreement; and
WHEREAS, pursuant to the County Mobility Code and the Developer Funded County Obligation Agreements, mobility fee credits have been and will be issued by the County to NLV and the District upon construction of the Improvements as described in the Developer Funded County Obligation Agreements (the “Mobility Fee Credits”); and
WHEREAS, pursuant to the County Mobility Fee Code, the Mobility Fee Credits will run with the Development Property; and
WHEREAS, the County and the City previously entered into that certain Joint Planning Agreement on March 14, 2014 (the “Joint Planning Agreement”) which, among things, sets forth the framework in which lands within the designated Joint Planning Area are ultimately annexed into the City; and
WHEREAS, upon annexation of the Development Property into the City, the Development Property becomes subject to the City's regulations governing the construction, operation and maintenance of required transportation facilities, including the City Mobility Fees; and
WHEREAS, pursuant to Section 17-44 of the County Mobility Fee Code, the Mobility Fee Credit may be applied to reduction of City Mobility Fees upon execution and delivery of an interlocal agreement satisfying certain requirements, as set forth therein; and
WHEREAS, the County and the City desire to enter into this Agreement to satisfy the requirements of Section 17-44 and permit application of the Mobility Fee Credits to reduction of City Mobility Fees imposed against the Development Property; and
WHEREAS, NLV and the District are the owners of the Mobility Fee Credits and have joined this Agreement for the limited purposes set forth in Sections 3 and 4 hereof; and
NOW THEREFORE, in consideration of the mutual promises, covenants and agreements contained herein and other valuable consideration, receipt of which is hereby acknowledged, the parties mutually undertake, promise and agree for themselves, their successors and assigns as follows:
SECTION 1. RECITALS. The County and the City acknowledge and agree that the foregoing recitals are true and correct and by this reference incorporated and made a part of this Agreement.
SECTION 2. REPRESENTATIONS OF THE PARTIES.
The County makes the following representations as the basis for the undertakings on the part of the City herein contained.

The County is a charter county and political subdivision of the State of Florida and has all requisite power and authority to enter into the transactions contemplated by this Agreement and to carry out its obligations hereunder.
The County is not in default under any provisions of applicable law material to the performance of its obligations under this Agreement.
The County has duly authorized the execution and delivery of this Agreement, and assuming the due authorization, execution and delivery by the City, this agreement constitutes a valid and legally binding obligation of the County, enforceable in accordance with its terms, except to the extent that the enforceability thereof may be limited by any applicable bankruptcy, insolvency, moratorium, reorganization or other similar laws affecting creditors’ rights generally, or by the exercise of judicial discretion in accordance with general principals of equity.
The authorization, execution and delivery of this Agreement, and the compliance by the County with the provisions hereof will not conflict with or constitute a material breach of, or default under, any existing law, court, or administrative regulation, decree, order or any provision of the Constitution or laws of the State of Florida relating to the County or its affairs, or any ordinance, resolution, agreement, mortgage, lease or other instrument to which the County is subject or by which it is bound.
There is no action, suit, proceeding or investigation at law or in equity before or by any court, public board or body pending or, to the best knowledge of the County, threatened against or affecting the County, wherein an unfavorable decision, ruling or finding would materially adversely affect the transactions contemplated hereby or which, in any way, would materially adversely affect the validity of this Agreement, or any agreement or instrument to which the County is a party and which is used or contemplated for use in the consummation of the transactions contemplated hereby.
The City makes the following representations as the basis for the undertakings on the part of the County herein contained:
The City is a municipal corporation of the State of Florida and has all requisite power and authority to enter into the transactions contemplated by this Agreement and to carry out its obligations hereunder.
The City is not in default under any provisions of applicable law material to the performance of its obligations under this Agreement.
The City has duly authorized the execution and delivery of this Agreement, and assuming the due authorization, execution and delivery by the County, this Agreement constitutes a valid and legally binding obligation of the City, enforceable in accordance with its terms, except to the extent that the enforceability thereof may be limited by any applicable bankruptcy, insolvency, moratorium, reorganization or other similar laws affecting creditors' rights generally, or by the exercise of judicial discretion in accordance with general principles of equity.

The authorization, execution and delivery of this Agreement, and the compliance by the City with the provisions hereof will not conflict with or constitute a material breach of, or default under, any existing law, court or administrative regulation, decree, order or any provision of the Constitution or laws of the State of Florida relating to the City or its affairs, or any ordinance, resolution, agreement, mortgage, lease or other instrument to which the City is subject or by which it is bound.
There is no action, suit, proceeding or investigation at law or in equity before or by any court, public board or body pending or, to the best knowledge of the City, threatened against or affecting the City, wherein an unfavorable decision, ruling or finding would materially adversely affect the transactions contemplated hereby or which, in any way, would materially adversely affect the validity of this Agreement, or any agreement or instrument to which the City is a party and which is used or contemplated for use in the consummation of the transactions contemplated hereby.
SECTION 3. APPLICATION OF MOBILITY FEE CREDITS.
Within ten days following the date of this Agreement, the County will notify the City, in writing, of the total amount of Mobility Fee Credits issued and then available to the Development Property as determined in accordance with the Developer Funded County Obligation Agreements. Exhibit “B” contains the Nolte Spine Road Mobility Fee Capacity Benefit Estimate Summary and the County trust account statement for Account CM043-M3.202103 for NLV’s portion of the Improvements, which currently contains Mobility Fee Credits in the amount of One Million Fifty-Eight Thousand Dollars and pending additional credits for a projected total of Two Million Four Hundred Fifty-Three Thousand Nine Hundred and Twenty-Two Dollars ($2,453,922) in Account CM043-M3.202103. Mobility Fee Credit amounts for the Hickory Tree and Alligator Road account, which account is pending improvement completion, are projected to total One Million One Hundred Eighty-Eight Thousand One Hundred Forty-Four Dollars and Twenty-Eight Cents ($1,188,144.28 ). Exhibit “C” contains the County trust account statement for Account #197 related to the Mobility Fee Credits for the District’s portion of the Improvements, which currently has a balance of $0, and the Affidavit regarding Certified Nolte Road Pond Mass Grading Costs. Account #197 is projected to be funded an additional Eighty Thousand Three Hundred Eighty- Nine Dollars and Seventy-Six Cents ($80,389.76) as shown in Exhibit “C”. Within ten days following the issuance of additional Mobility Fee Credits, including the additional funding of Account #197 as described in Exhibit “C”, and Mobility Fee Credit accounts and funding described in Exhibit “D”, the County will notify the City, in writing, of the total amount of Mobility Fee Credits issued and then available to the Development Property.
Following annexation of the Development Property, and upon the occurrence of any Improvements pursuant to the Developer Funded County Obligation Agreements, the City shall issue new Mobility Fee Credits to NLV or the District, as applicable, in an amount equal to the Mobility Fee Credits that would have been owed under the Developer Funded County Obligation Agreements.
Upon the occurrence of any “development,” as defined in Section 16.5 of the City Mobility Fee Code, within the Development Property and imposition of City Mobility Fees, the City shall apply Mobility Fee Credits equal to the City Mobility Fee payable in respect of such

development; provided however, that the aggregate Mobility Fee Credits applied to City Mobility Fees hereunder shall not exceed the total amount for which City has received written notice pursuant to the foregoing subsection (A) plus the total amount of Mobility Fee Credits owed pursuant to the foregoing subsection (B).
Periodically, but not less frequently than once each calendar quarter, the City shall provide a written report to the County of the amount of Mobility Fee Credits applied during the previous calendar quarter. The report shall identify the types of development for which Mobility Fee Credits were applied, the number of units for each type of development and the total Mobility Fee Credits applied to each type of development.
Utilizing the notices provided to the City under the foregoing subsection (A) and the reports provided the County under the foregoing subsection (D), the County will maintain a register of the Mobility Fee Credits, which shall be made available to the City, NLV and the District upon request.
SECTION 4. CANCELLATION OF REMAINING MOBILITY FEE CREDITS.
NLV confirms that construction of NLV’s portion of the Improvements as described in the Developer Funded County Obligation Agreements has been or will be completed and accepted by the County and/or City. The District confirms that the construction of a certain portion of the Improvements relating to stormwater retention ponds as described in the Nolte Road Agreement has been or will be completed and accepted by the County and/or City. As part of the Developer Funded County Obligation Agreements, NLV and/or the District, as applicable, agreed to design, permit, construct, and/or convey the Hickory Tree Road, Alligator Road, and Nolte Road rights-of way and improvements, including the contribution of land for stormwater retention ponds and construction thereof to benefit Nolte Road, in accordance with the Developer Funded County Obligation Agreements.
NLV and the District confirm that none of the County approved Mobility Fee Credits have been used and that it desires to transfer the entirety of the fees to the City to be applied as defined in Section 3.
NLV and the District agree that all Mobility Fee Credits remaining upon full build- out of the Development Property shall be cancelled. The foregoing agreement to cancel such Mobility Fee Credits shall supersede any inconsistent provisions of the Developer Funded County Obligation Agreements.
NLV and the District acknowledge and agree that they have elected cancellation of any Mobility Fee Credits remaining upon full build-out of the Development Property in lieu of applying Mobility Fee Credits in an amount not less than the amount that would have been payable had the Development Property been located in the unincorporated area of the County, as otherwise required by Section l7-44(d) of the County Mobility Fee Code.
SECTION 5. EXISTING ENTITLEMENTS. City acknowledges and agrees the Development Property will be designed and developed for the Intended Use according to the Existing Entitlements, as more particularly described in Exhibit “E” attached hereto and incorporated herein and which are consistent with the Osceola County Land Development

Code. Therefore, City agrees to accept Existing Entitlements prior to and following the date the Development Property is annexed into the City. Notwithstanding any City Code provision, rule, regulation, or policy to the contrary, City agrees that Preliminary Subdivision Plan PS21-00027 is vested with respect to the entire Development Property and its full buildout. The City agrees that Preliminary Subdivision Plan PS21-00027 approved by the County shall remain in effect unless a Subdivision Construction Plan for the initial phase of the Development Property is not submitted within twelve months from annexation. As long as the preliminary subdivision plan remains in effect, no additional preliminary subdivision plan will be required for any phase of development of the Development Property so long as no substantial changes or deviations are proposed thereto. For purposes of this Agreement, a substantial change or deviation shall be limited to a change in use, an increase in overall density or intensity, a change to an external access point (except if required to align with adjacent development) or a change to a condition of approval.
SECTION 6. JOINDER. NLV and the District join in the execution of this Agreement on behalf of themselves and future owners of the Development Property for the limited purpose of agreeing to be bound by the provisions set forth in Sections 3 and 4 of this Agreement relating to the application and potential cancellation of Mobility Fee Credits following annexation of the Development Property into the City. The parties acknowledge that NLV and the District are each a third-party beneficiary of this Agreement.
SECTION 7. INTERLOCAL AGREEMENT PROVISIONS.	To	the	extent	any
provision of this Agreement constitutes a joint exercise of power, privilege or authority by and between the County and the City, such provision shall be deemed to be an “interlocal agreement” within the meaning of the Florida Interlocal Cooperation Act of 1969. This Agreement shall be recorded with the Clerk of the Circuit Court of Osceola County.
SECTION 8. DISPUTE RESOLUTION.
Disputes between the County and the City shall be resolved pursuant to Chapter 164, Florida Statutes.
Disputes between the City and/or County and NLV and/or the District shall be addressed in the manner set forth in this subsection prior to resorting to litigation.
Any party may initiate the dispute resolution process by providing written notice to the other party. After transmittal and receipt of a notice specifying the area or areas of disagreement, the parties agree to meet at reasonable times and places, as mutually agreed upon, to discuss the issues.
If discussions among the parties fail to resolve the dispute within sixty calendar days of the notice described in the foregoing subsection (A), the parties shall appoint a mutually acceptable neutral third party to act as a mediator. If the parties are unable to agree upon a mediator, the County will request appointment of a mediator by the Chief Judge of the Circuit Court of the Ninth Judicial Circuit in and for the County. The mediation contemplated by this subsection is intended to be an informal and non- adversarial process with the objective of helping the parties reach a mutually acceptable and voluntary agreement. The decision-making shall rest solely with the parties. The

mediator shall assist the parties in identifying issues, fostering joint problem-solving, and exploring settlement alternatives. It is understood that any settlement may require approval of the St. Cloud City Council and/or the Osceola County Board of County Commissioners.
If the parties are unable to reach a mediated settlement within one hundred twenty calendar days of the mediator's appointment, either party may terminate the settlement discussions by written notice to the other parties. In such event, either party may initiate litigation within one hundred twenty calendar days of the notice terminating the settlement discussions. Failure by the party initiating the dispute resolution procedure to commence litigation within the one hundred twenty-day period shall be deemed to constitute an acceptance of the interpretation or performance of the other party.
SECTION 9. PROFESSIONAL FEES. NLV and the District shall each be responsible for securing its own counsel for representation relative to all matters associated with performance, cancellation or closing hereunder, including any mediation, unless otherwise specified herein, and each party shall be responsible for the payment of the fees of its own attorneys and other professional advisors or consultants in connection therewith.
SECTION 10. NO JOINT VENTURE. Nothing in this Agreement shall be deemed to constitute the creation of a joint venture or partnership relationship among the parties to this Agreement.
SECTION 11. NON-WAIVER. The failure of any party to insist upon another party's compliance with its obligations under this Agreement in any one or more instances shall not operate to release such other party from its duties to comply with such obligations in all other instances.
SECTION 12. COUNTERPARTS. This Agreement may be executed in multiple counterparts. Each such counterpart shall be deemed an original of this Agreement, so that in making proof of this Agreement, it shall only be necessary to produce or account for one such counterpart.
SECTION 13. ENTIRE AGREEMENT. This Agreement constitutes the entire agreement among the parties pertaining to the subject matter hereof, and supersedes all prior and contemporaneous agreements, understandings, negotiations and discussions of the parties, whether oral or written, and there are no warranties, representations or other agreements between the parties in connection with the subject matter hereof, except as specifically set forth herein.
SECTION 14. BINDING EFFECT. This Agreement shall be binding upon and inure to the benefit of the respective of the respective permitted successors and assigns.
SECTION 15. AMENDMENTS AND WAIVERS. No amendment, supplement, modification or waiver of this Agreement shall be binding unless executed in writing by all parties hereto. No waiver of any of the provisions of this Agreement shall be deemed or shall constitute a waiver of any other provision of this Agreement, whether or not similar, unless otherwise expressly provided.

SECTION 16. NOTICES TO PARTIES. Whenever this Agreement requires or permits any consent, approval, notice, or request, proposal, or demand from one party to another, the content, approval, notice, request, proposal, or demand must be in writing to be effective and shall be delivered to and received by the party intended to receive it (A) by hand delivery to the person(s) hereinafter designated, or (B) by overnight hand delivery addressed as follows, or (C) through the United States Mail, postage prepaid, certified mail, return-receipt requested or (D) delivered and received by facsimile telephone transmission or other electronic transmission (provided that an original of that electronically transmitted document is delivered within five days after the document was electronically transmitted) upon the date so delivered to and received by the person to whom it is at the address set forth opposite the party’s name below:

County:	Osceola County Manager 1 Courthouse Square
Suite 4700
Kissimmee, Florida 34741
Phone: 407-742-2385
Fax: 407-742-3291	
City:	St. Cloud City Manager 1300 Ninth Street Third Floor
St. Cloud, Florida 34769 Phone: 407-957-7301
Fax: 407-957-7385	
NLV:

District:

With a copy to:	Narcoossee Land Ventures, LLC Amanda Caruso
283 Cranes Roost Blvd, Suite 250 Altamonte Springs, Florida 32701

Live Oak Lake Community Development District
c/o Governmental Management Services- Central Florida, LLC,
219 E. Livingston St, Orlando, FL 32801
Sarah R. Sandy Kutak Rock LLP
107 West College Avenue
Tallahassee, FL 32301	

Any of the foregoing parties may, by notice in writing given to the others, designate any further or different addresses to which subsequent notices, certificates or other communications

shall be sent. Any notice shall be deemed given on the date such notice is delivered by hand or facsimile transmission or three days after the date mailed.
SECTION 17. SEVERABILITY. In the event any one or more of the provisions contained in this Agreement shall for any reason be held to be invalid, illegal or unenforceable in any respect, such invalidity, illegality or unenforceability shall not affect any other provision hereof, and this Agreement shall be revised so as to cure such invalid, illegal or unenforceable provision to carry out as nearly as possible the original intent of the parties.
SECTION 18. GOVERNING LAW AND VENUE. This Agreement and all agreements entered into in connection herewith will be performed in Osceola County. The laws of Florida shall govern the validity, construction, enforcement and interpretation of this Agreement. In the event of litigation among the parties hereto, their successors or assigns, with regard to this Agreement and any subsequent supplementary agreements or amendments, venue shall lie exclusively in Osceola County.

Signatures on following page

IN WITNESS WHEREOF, the Board of County Commissioners of Osceola, Florida, has caused this Agreement to be executed and delivered this 	of 	, 2025.

OSCEOLA COUNTY, FLORIDA

By: 		 Chairman Vice Chairman	
(SEAL)	

ATTEST:

Clerk/Deputy Clerk

STATE OF 	 COUNTY OF 		
The	foregoing	instrument	acknowledged before me	

IN WITNESS WHEREOF, the City Council of St. Cloud, Florida, has caused this Agreement to be executed and delivered this 	of 	, 2025.
CITY OF ST. CLOUD, FLORIDA

By: 		 Christian B. Roberton, Mayor

ATTEST:

Ivy Llauro, City Clerk

(SEAL)

IN WITNESS WHEREOF, the Narcoossee Land Ventures, LLC, has caused this Agreement to be executed and delivered this 	of 	, 2025.

NARCOOSSEE LAND VENTURES, LLC,
a Florida limited liability company

By: 	 Name: 	 Title: 		

WITNESSES:

Name: 	 Address: 	

Name: 	 Address: 		

STATE OF 	 COUNTY OF 	 
The foregoing instrument was acknowledged before me by means of  physical presence or      online  notarization,  this   day  of 	,   2025,   by
	, as 		of Narcoossee Land Ventures, LLC, a Florida limited liability company, on behalf of the corporation. He (She)  is personally known to me or  has produced 		as identification.

(NOTARY SEAL)
Notary Public Signature

(Name typed, printed or stamped)

IN WITNESS WHEREOF, the Live Oak Lake Community Development District has caused this Agreement to be executed and delivered this 	of 	, 2025.

LIVE	OAK	LAKE	COMMUNITY DEVELOPMENT DISTRICT

Name: 	 Title: 		

WITNESSES:

Name: 	 Address: 	

Name: 	 Address: 		

[Notarial Acknowledgment Appears on Following Page]

STATE OF 	 COUNTY OF 	 

The foregoing instrument was acknowledged before me by means of  physical presence or		online	notarization,	this			day	of		,	2025,	by
		, as 	 of Live Oak Lake Community Development District.	He (She)    is personally known to me or    has produced
	as identification.

(NOTARY SEAL)
Notary Public Signature

(Name typed, printed or stamped)

EXHIBIT “A”

TWIN LAKES PHASE 2C

A PORTION OF SECTION 17, TOWNSHIP 26 SOUTH, RANGE 31 EAST, OSCEOLA COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 17; THENCE RUN S89°38'45"E ALONG THE NORTH LINE OF SAID SOUTHWEST 1/4, A DISTANCE OF 1318.40 FEET TO THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 17; THENCE DEPARTING SAID NORTH LINE, RUN S00°10'22"W ALONG THE WEST LINE OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF AFORESAID SECTION 17, A DISTANCE OF 523.55 FEET; THENCE DEPARTING SAID WEST LINE, RUN N77°43'04"E, A DISTANCE OF 19.62 FEET TO THE SOUTHWEST CORNER OF TRACT SW-9, TWIN LAKES PHASES 2A AND 2B ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 27, PAGES 121 THROUGH 126 OF THE PUBLIC RECORDS OF OSCEOLA COUNTY, FLORIDA AND THE POINT OF BEGINNING; THENCE ALONG THE SOUTH LINE OF SAID TRACT SW-9 THE FOLLOWING THREE COURSES AND DISTANCES; THENCE CONTINUE N77°43'04"E, A DISTANCE OF 65.12 FEET TO A NON-TANGENT CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 186.00 FEET, A CENTRAL ANGLE OF 75°27'20", A CHORD BEARING OF N48°28'41"E, AND A CHORD DISTANCE OF 227.63 FEET; THENCE RUN NORTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 244.95 FEET; THENCE RUN N59°45'45"E, A DISTANCE OF 76.41 FEET; THENCE DEPARTING SAID SOUTH LINE, RUN S30°14'15"E, A DISTANCE OF 43.32 FEET; THENCE RUN N59°45'45"E, A DISTANCE OF 35.00 FEET; THENCE RUN S30°14'15"E, A DISTANCE OF 20.00 FEET; THENCE RUN N59°45'45"E, A DISTANCE OF 20.00 FEET; THENCE RUN N30°14'15"W, A DISTANCE OF
20.00 FEET; THENCE RUN N59°45'45"E, A DISTANCE OF 10.00 FEET; THENCE RUN S30°14'15"E, A DISTANCE OF 163.67 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 855.00 FEET, A CENTRAL ANGLE OF 29°18'04", A CHORD BEARING OF S44°53'17"E AND A CHORD DISTANCE OF 432.50 FEET; THENCE RUN SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 437.25 FEET TO THE POINT OF TANGENCY; THENCE RUN S59°32' 19"E, A DISTANCE OF 627.88 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1055.00 FEET, A CENTRAL ANGLE OF 11'41'43", A CHORD BEARING OF S65'23'10"E AND A CHORD DISTANCE OF 214.97 FEET; THENCE RUN SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 215.35 FEET TO A POINT OF NON-TANGENCY; THENCE RUN S18°45'58"W, A DISTANCE OF 108.59 FEET TO A NON-TANGENT CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 447.00 FEET, A CENTRAL ANGLE OF 31°36'09", A CHORD BEARING OF S58°14'17"W AND A CHORD DISTANCE OF 243.44 FEET; THENCE RUN SOUTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 246.55 FEET TO THE END OF SAID CURVE; THENCE RUN S66°43'12"W, A DISTANCE OF
64.74 FEET; THENCE RUN S19°48'38" W, A DISTANCE OF 186.31 FEET TO A NON-TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 647.00 FEET, A CENTRAL ANGLE OF 18°19'10", A CHORD BEARING OF S11°44'35"W AND A CHORD DISTANCE OF 205.99 FEET; THENCE RUN SOUTHERLY ALONG SAID CURVE AN ARC LENGTH OF 206.87 FEET TO THE END OF SAID CURVE; THENCE RUN S00°16'49"W, A DISTANCE OF 52.00 FEET TO A NON-TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 647.00 FEET, A CENTRAL ANGLE OF 15°26'18", A CHORD BEARING OF S09°44'31"E AND A CHORD DISTANCE OF 173.81 FEET; THENCE RUN SOUTHERLY ALONG SAID CURVE AN ARC LENGTH OF 174.33 FEET TO A POINT OF REVERSE CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 647.00 FEET, A CENTRAL ANGLE OF 10°56'36", A CHORD BEARING OF S 11°59'22"E AND A CHORD DISTANCE OF 123.39 FEET; THENCE RUN SOUTHERLY ALONG SAID CURVE AN ARC LENGTH OF 123.57

FEET TO THE END OF SAID CURVE; THENCE RUN S83°28'56"W, A DISTANCE OF 121.00 FEET TO A NON-TANGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 526.00 FEET, A CENTRAL ANGLE OF 00°06'51", A CHORD BEARING OF S06°27'38"E AND A CHORD DISTANCE OF 1.05 FEET; THENCE RUN SOUTHERLY ALONG SAID CURVE AN ARC LENGTH OF 1.05 FEET TO THE END OF SAID CURVE; THENCE RUN S83°35'47"W, A DISTANCE OF 52.00 FEET TO A NON- TANGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 474.00 FEET, A CENTRAL ANGLE OF 06°41'02", A CHORD BEARING OF S03°03'42"E AND A CHORD DISTANCE OF 55.26 FEET; THENCE RUN SOUTHERLY ALONG SAID CURVE AN ARC LENGTH OF 55.29 FEET TO THE END OF SAID CURVE; THENCE RUN S00°16’49"W, A DISTANCE OF 45.19 FEET; THENCE RUN N89°43'11"W, A DISTANCE OF 613.23 FEET TO A NON-TANGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 970.00 FEET, A CENTRAL ANGLE OF 05°22'49", A CHORD BEARING OF N00°40'27"W, AND A CHORD DISTANCE OF 91.05 FEET; THENCE RUN NORTHERLY ALONG SAID CURVE AN ARC LENGTH OF 91.09 FEET TO THE END OF SAID CURVE; THENCE RUN S86°38'08"W, A DISTANCE OF 52.00 FEET TO A NON-TANGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 918.00 FEET, A CENTRAL ANGLE OF 11°08'20", A CHORD BEARING OF N08°56'02"W, AND A CHORD DISTANCE OF 178.19 FEET; THENCE RUN NORTHERLY ALONG SAID CURVE AN ARC LENGTH OF 178.47 FEET TO THE END OF SAID CURVE; THENCE RUN S75°29'47"W, A DISTANCE OF 121.00 FEET; THENCE RUN N16°14'50"W, A DISTANCE OF 49.12 FEET; THENCE RUN N17°38'25"W, A DISTANCE OF 397.26 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 447.00 FEET, A CENTRAL ANGLE OF 15°06'57", A CHORD BEARING OF N25°11'53"W AND A CHORD DISTANCE OF 117.59 FEET; THENCE RUN NORTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 117.93 FEET TO A POINT OF REVERSE CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 447.00 FEET, A CENTRAL ANGLE OF 35°52'22", A CHORD BEARING OF N14°49'11"W AND A CHORD DISTANCE OF 275.32 FEET; THENCE RUN NORTHERLY ALONG SAID CURVE AN ARC LENGTH OF 279.87 TO A NON-TANGENT CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF
329.00 FEET, A CENTRAL ANGLE OF 09°12'15", A CHORD BEARING OF N72°34'11"W AND A CHORD DISTANCE OF 52.80 FEET; THENCE RUN NORTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 52.85 FEET TO THE END OF SAID CURVE; THENCE RUN N22°01'57"E, A DISTANCE OF 58.00 FEET TO A NON-TANGENT CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 103°02'59", A CHORD BEARING OF N16°26'34"W AND A CHORD DISTANCE OF 39.14 FEET; THENCE RUN NORTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 44.96 FEET TO A POINT OF REVERSE CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 779.00 FEET, A CENTRAL ANGLE OF 47°21'52", A CHORD BEARING OF N11°24'00"E AND A CHORD DISTANCE OF 625.79 FEET; THENCE RUN NORTHERLY ALONG SAID CURVE AN ARC LENGTH OF 643.97 FEET TO THE POINT OF BEGINNING.

CONTAINING 1,869,690 SQUARE FEET OR 42.922 ACRES, MORE OR LESS.

TWIN LAKES PHASE 2D

A PORTION OF LANDS LYING IN SECTIONS 17 AND 20, TOWNSHIP 26 SOUTH, RANGE 31 EAST TOGETHER WITH A PORTION OF LOT 7, AND A PORTION OF THE UNNAMED PLATTED RIGHT-OF-WAY ADJACENT TO THE NORTH BOUNDARY OF SAID LOT 7, THE SEMINOLE LAND AND INVESTMENT COMPANY'S (INCORPORATED) SUBDIVISION OF SECTION 20, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK B, PAGE
26 OF THE PUBLIC RECORDS OF OSCEOLA COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE NORTHWEST CORNER OF THE NORTHWEST 1/4 OF SAID SECTION 20; THENCE RUN S89°43' 1"E ALONG THE NORTH LINE OF SAID NORTHWEST 1/4, A DISTANCE OF
664.50 FEET; THENCE DEPARTING SAID NORTH LINE, RUN S00°15'21"W, A DISTANCE OF 145.56 FEET TO THE POINT OF BEGINNING; THENCE RUN S89°44'39"E, A DISTANCE OF 18.00 FEET; THENCE RUN N00°15’21"E, A DISTANCE OF 52.00 FEET; THENCE RUN S89°44'39"E, A DISTANCE OF 21.12 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 274.00 FEET, A CENTRAL ANGLE OF 34°38'17", A CHORD BEARING OF N72°56'13"E AND A CHORD DISTANCE OF 163.13 FEET; THENCE RUN NORTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 165.65 FEET TO A THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 676.00 FEET, A CENTRAL ANGLE OF 31°40'25", A CHORD BEARING OF N71°27'17"E AND A CHORD DISTANCE OF 368.96 FEET; THENCE RUN NORTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 373.70 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 124.00 FEET, A CENTRAL ANGLE OF 43°59'56", A CHORD BEARING OF N65°17'31"E AND A CHORD DISTANCE OF 92.90 FEET; THENCE RUN NORTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 95.22 FEET TO THE POINT OF CUSP OF A NON-TANGENT CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF 716.00 FEET, A CENTRAL ANGLE OF 10°20'52", A CHORD BEARING OF S89°01'37"W AND A CHORD DISTANCE OF 129.14 FEET; THENCE RUN WESTERLY ALONG SAID CURVE AN ARC LENGTH OF 129.31 FEET TO THE END OF SAID CURVE; THENCE RUN N25°01'04"E A, DISTANCE OF 123.04 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 503.00 FEET, A CENTRAL ANGLE OF 39°25'28", A CHORD BEARING OF N00°58'01"E AND A CHORD DISTANCE OF 339.32 FEET; THENCE RUN NORTHERLY ALONG SAID CURVE AN ARC LENGTH OF 346.11 FEET TO THE END OF SAID CURVE; THENCE RUN N17°00'49"W, A DISTANCE OF 100.00 FEET; THENCE RUN N72°21'35"E, A DISTANCE OF 172.00 FEET; THENCE RUN N17°38'25"W, A DISTANCE OF 21.54 FEET; THENCE RUN N72°21'35"E, A DISTANCE OF 121.00 FEET; THENCE RUN S17°38'25"E, A DISTANCE OF 125.74 FEET; THENCE RUN S16°14'50"E, A DISTANCE OF 49.12 FEET; THENCE RUN N75°29'47"E, A DISTANCE OF 121.00 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 918.00 FEET, A CENTRAL ANGLE OF 11°08'20", A CHORD BEARING OF S08°56'02"E AND A CHORD DISTANCE OF 178.19 FEET; THENCE RUN SOUTHERLY ALONG SAID CURVE AN ARC LENGTH OF 178.47 FEET TO THE END OF SAID CURVE; THENCE RUN N86°38'08"E, A DISTANCE OF 52.00 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 970.00 FEET, A CENTRAL ANGLE OF 05°22'49", A CHORD BEARING OF S00°40'27"E AND A CHORD DISTANCE OF 91.05 FEET; THENCE RUN SOUTHERLY ALONG SAID CURVE AN ARC LENGTH OF 91.09 FEET TO THE END OF SAID CURVE; THENCE RUN S89°43'11"E, A DISTANCE OF 613.23 FEET; THENCE RUN N00°16'49"E, A DISTANCE OF 45.19 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 474.00 FEET, A

CENTRAL ANGLE OF 06°41'02", A CHORD BEARING OF N03°03'42"W AND A CHORD DISTANCE OF 55.26 FEET; THENCE RUN NORTHERLY ALONG SAID CURVE AN ARC LENGTH OF 55.29 FEET TO THE END OF SAID CURVE; THENCE RUN N83°35'47"E, A DISTANCE OF 52.00 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 526.00 FEET, A CENTRAL ANGLE OF 00°06'51", A CHORD BEARING OF N06°27'38"W AND A CHORD DISTANCE OF 1.05 FEET; THENCE RUN NORTHERLY ALONG SAID CURVE AN ARC LENGTH OF
1.05 FEET TO THE END OF SAID CURVE; THENCE RUN N83°28'56"E, A DISTANCE OF 121.00 FEET; THENCE RUN S03°52'35"E, A DISTANCE OF 62.76 FEET; THENCE RUN S00°16'49"W, A DISTANCE OF 179.69 FEET; THENCE RUN S89°43'11"E, A DISTANCE OF 12.80 FEET; THENCE RUN S00°16’49"W, A DISTANCE OF 247.76 FEET; THENCE RUN N89°43'11"W, A DISTANCE OF 1208.70 FEET; THENCE RUN S00°25'24"W, A DISTANCE OF 99.44 FEET; THENCE RUN N89°34'36"W, A DISTANCE OF 95.16 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 503.00 FEET, A CENTRAL ANGLE OF 30°35'58", A CHORD BEARING OF S70°55'04"W AND A CHORD DISTANCE OF 265.45 FEET; THENCE RUN SOUTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 268.63 FEET THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF
447.00 FEET, A CENTRAL ANGLE OF 34°38'17", A CHORD BEARING OF S72°56'13"W AND A CHORD DISTANCE OF 266.14 FEET; THENCE RUN SOUTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 270.23 FEET TO THE END OF SAID CURVE; THENCE RUN N89°44'39"W, A DISTANCE OF 39.12 FEET; THENCE RUN N00°15'21"E, A DISTANCE OF 121.00 FEET TO THE POINT OF BEGINNING.
CONTAINING 740,536 SQUARE FEET OR 17.00 ACRES, MORE OR LESS.

TWIN LAKE PHASE 3

A PORTION OF TRACT FD-1, TWIN LAKES CONNECTOR ROAD ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 30, PAGES 186-193, OF THE PUBLIC RECORDS OF OSCEOLA COUNTY, FLORIDA, BEING LOCATED IN SECTION 20, TOWNSHIP 26 SOUTH, RANGE 31 EAST, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGIN AT THE SOUTHEAST CORNER OF LOT 22, TWIN LAKES PHASE 1 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 24, PAGES 172-178 OF THE PUBLIC RECORDS OF OSCEOLA COUNTY, FLORIDA; THENCE ALONG THE SOUTHEASTERLY LINE OF SAID TWIN LAKE PHASE 1, N32°52'15"E, A DISTANCE OF 162.76 FEET TO A POINT ON THE SOUTHWESTERLY LINE OF BULLIS ROAD AS RECORDED IN OFFICIAL RECORDS BOOK 4900, PAGE 2827, PUBLIC RECORDS OF OSCEOLA COUNTY, FLORIDA; THENCE ALONG SAID SOUTHWESTERLY LINE THE FOLLOWING TWO (2) COURSES AND DISTANCES; S53°26'17"E A DISTANCE OF 895.13 FEET; THENCE S89°38'45"E, A DISTANCE OF 586.97 FEET; THENCE DEPARTING SAID SOUTHWESTERLY LINE, RUN S00°04'08"E, A DISTANCE OF 40.00 FEET; THENCE S73°38'47"E, A DISTANCE OF 47.96 FEET; THENCE S16°21'13"W, A DISTANCE OF 124.52 FEET; THENCE S73°38'47"E, A DISTANCE OF 52.00 FEET; THENCE S16°21'13"W, A DISTANCE OF
16.00 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF S28°38'47"E AND A CHORD DISTANCE OF 35.36 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 39.27 FEET TO THE END OF SAID CURVE; THENCE S16°21'13"W, A DISTANCE OF 52.00 FEET TO A POINT ON A

NON-TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF S61°21'13"W AND A CHORD DISTANCE OF 35.36 FEET; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 39.27 FEET TO THE POINT OF TANGENCY; THENCE S16°21' 13"W, A DISTANCE OF 192.00 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF
25.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF S28°38'47"E AND A CHORD DISTANCE OF 35.36 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 39.27 FEET TO THE END OF SAID CURVE; THENCE S16°21'13"W, A DISTANCE OF
52.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF S61°21'13"W AND A CHORD DISTANCE OF 35.36 FEET; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 39.27 FEET TO THE POINT OF TANGENCY; THENCE S16°21'13"W, A DISTANCE OF 192.00 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF S28°38'47"E AND A CHORD DISTANCE OF 35.36 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 39.27 FEET TO THE POINT OF TANGENCY; THENCE S73°38'47"E, A DISTANCE OF 4.00 FEET; THENCE S16°21'13"W, A DISTANCE OF 52.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF S61°21'13"W AND A CHORD DISTANCE OF 35.36 FEET; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 39.27 FEET TO THE END OF SAID CURVE; THENCE S16°21'13"W, A DISTANCE OF 4.22 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 470.00 FEET, A CENTRAL ANGLE OF 13°07'26", A CHORD BEARING OF S09°47'30"W AND A CHORD DISTANCE OF 107.42 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 107.66 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 186.00 FEET, A CENTRAL ANGLE OF 04°09'23", A CHORD BEARING OF S01°09'06"W AND A CHORD DISTANCE OF 13.49 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 13.49 FEET TO THE END OF SAID CURVE; THENCE N89°04'25"E, A DISTANCE OF
5.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 181.00 FEET, A CENTRAL ANGLE OF 24°48'06", A CHORD BEARING OF S13°19'38"E AND A CHORD DISTANCE OF 77.74 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 78.35 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 105.00 FEET, A CENTRAL ANGLE OF 27°54'35", A CHORD BEARING OF S11°46'24"E AND A CHORD DISTANCE OF 50.64 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 51.15 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 560.00 FEET, A CENTRAL ANGLE OF 14°10'20", A CHORD BEARING OF S09°16'03"W AND A CHORD DISTANCE OF 138.16 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF
138.52 FEET TO THE POINT OF TANGENCY; THENCE S16°21'13"W, A DISTANCE OF 16.41 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 180.00 FEET, A CENTRAL ANGLE OF 06°51'37", A CHORD BEARING OF S12°55'25"W AND A CHORD DISTANCE OF 21.54 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF
21.55 FEET TO THE END OF SAID CURVE; THENCE N81°01'00"W, A DISTANCE OF 4.80 FEET; THENCE N80°31'11"W, A DISTANCE OF 56.94 FEET; THENCE N73°38'47"W, A DISTANCE OF 60.00 FEET TO A POINT ON THE EAST LINE OF TRACT SWN-16, OF AFOREMENTIONED PLAT OF TWIN LAKES CONNECTOR ROAD; THENCE ALONG THE EAST LINE OF TRACT SWN-16 AND THE NORTH LINE OF TRACT SWN-16 AND OSN-1 THE FOLLOWING THIRTEEN (13) COURSES AND DISTANCES; N16°21'13"E, A DISTANCE OF 45.35 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 440.00 FEET, A

CENTRAL ANGLE OF 12°15'31", A CHORD BEARING OF N10°13'27"E AND A CHORD DISTANCE OF 93.96 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF
94.14 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 105.00 FEET, A CENTRAL ANGLE OF 18°46'59", A CHORD BEARING OF N13°29'11"E AND A CHORD DISTANCE OF 34.27 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 34.42 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 181.00 FEET, A CENTRAL ANGLE OF 24°21'49", A CHORD BEARING OF N10°41'46"E AND A CHORD DISTANCE OF 76.39 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 76.97 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 535.00 FEET, A CENTRAL ANGLE OF 07°47'20", A CHORD BEARING OF N02°24'32"E AND A CHORD DISTANCE OF 72.67 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF
72.73 FEET TO THE END OF SAID CURVE; THENCE N83°10'01"W, A DISTANCE OF 40.81 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 693.81 FEET, A CENTRAL ANGLE OF 19°48'38", A CHORD BEARING OF N89°41'35"W AND A CHORD DISTANCE OF 238.70 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 239.89 FEET TO THE END OF SAID CURVE; THENCE S82°47'19"W, A DISTANCE OF
17.84 FEET; THENCE S82°43'26"W, A DISTANCE OF 343.79 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 758.58 FEET, A CENTRAL ANGLE OF 47°37'36", A CHORD BEARING OF N73°42'33"W AND A CHORD DISTANCE OF 612.56 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 630.56 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 651.03 FEET, A CENTRAL ANGLE OF 23°00'28", A CHORD BEARING OF N58°09'04"W AND A CHORD DISTANCE OF 259.67 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 261.43 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 666.00 FEET, A CENTRAL ANGLE OF 34°06'36", A CHORD BEARING OF N52°36'00"W AND A CHORD DISTANCE OF 390.66 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 396.49 FEET TO THE END OF SAID CURVE; THENCE N35°32'41"W, A DISTANCE OF 115.95 FEET TO THE EASTERLY LINE OF AFOREMENTIONED TWIN LAKE PHASE 1; THENCE RUN ALONG THE SOUTHEASTERLY, SOUTHWESTERLY AND NORTHEASTERLY LINES OF SAID TWIN LAKES PHASE I THE FOLLOWING TWENTY THREE (23) COURSES AND DISTANCES: N54°27'19"E, A DISTANCE OF 126.00 FEET; THENCE S35°32'41"E, A DISTANCE OF 41.69 FEET; THENCE N54°27'19"E, A DISTANCE OF 52.00 FEET; THENCE N35°32'41"W, A DISTANCE OF 10.00 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF N09°27'19"E AND A CHORD DISTANCE OF 35.36 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF
39.27 FEET TO THE POINT OF TANGENCY; THENCE N54°27'19"E, A DISTANCE OF 77.99 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF
526.00 FEET, A CENTRAL ANGLE OF 02°04'18", A CHORD BEARING OF N53°25'10"E AND A CHORD DISTANCE OF 19.02 FEET; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 19.02 FEET TO THE POINT OF TANGENCY; THENCE S35°32'41"E, A DISTANCE OF 113.92 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 352.00 FEET, A CENTRAL ANGLE OF 34°18'54", A CHORD BEARING OF S52°42'08"E AND A CHORD DISTANCE OF 207.68 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 210.82 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF
948.00 FEET, A CENTRAL ANGLE OF 21°38'03", A CHORD BEARING OF S59°02'34"E AND A CHORD DISTANCE OF 355.83 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 357.95

FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 452.00 FEET, A CENTRAL ANGLE OF 28°59'20", A CHORD BEARING OF S62°43'12"E AND A CHORD DISTANCE OF 226.26 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 228.69 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 526.00 FEET, A CENTRAL ANGLE OF 11°30'30", A CHORD BEARING OF N25°21'30"E AND A CHORD DISTANCE OF 105.47 FEET; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 105.65 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 574.00 FEET, A CENTRAL ANGLE OF 16°04'29", A CHORD BEARING OF N23°04'31"E AND A CHORD DISTANCE OF 160.51 FEET; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 161.04 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 726.00 FEET, A CENTRAL ANGLE OF 15°04'21", A CHORD BEARING OF N22°34'27"E AND A CHORD DISTANCE OF 190.43 FEET; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 190.98 FEET TO THE END OF SAID CURVE; THENCE N49°11'17"W, A DISTANCE OF 303.63 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF
748.00 FEET, A CENTRAL ANGLE OF 26°59'21", A CHORD BEARING OF N51°51'30"W AND A CHORD DISTANCE OF 349.10 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 352.35 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 452.00 FEET, A CENTRAL ANGLE OF 18°05'43", A CHORD BEARING OF N47°24'40"W AND A CHORD DISTANCE OF 142.16 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 142.75 FEET TO THE END OF SAID CURVE; THENCE N32°52'15"E, A DISTANCE OF 96.19 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 93°09'45", A CHORD BEARING OF N79°27'08"E AND A CHORD DISTANCE OF 36.32 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 40.65 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 574.00 FEET, A CENTRAL ANGLE OF 00°56'48", A CHORD BEARING OF S53°29'35"E AND A CHORD DISTANCE OF 9.48 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 9.48 FEET TO THE END OF SAID CURVE; THENCE N36°58'49"E, A DISTANCE OF 52.00 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 626.00 FEET, A CENTRAL ANGLE OF 04°06'33", A CHORD BEARING OF N55°04'28"W AND A CHORD DISTANCE OF 44.89 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 44.90 FEET TO THE END OF SAID CURVE; THENCE N57°07'45"W, A DISTANCE OF
1.97 FEET TO THE POINT OF BEGINNING.

CONTAINING: 1,512,660 SQUARE FEET OR 34.73 ACRES MORE OR LESS.

TWIN LAKE PH 4A

A PORTION OF LANDS LYING IN SECTION 17, TOWNSHIP 26 SOUTH, RANGE 31 EAST, OSCEOLA COUNTY, FLORIDA, BEING A PORTION OF TRACT FD-2, TWIN LAKES CONNECTOR ROAD ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 30, PAGE 186-193 OF THE PUBLIC RECORDS OF OSCEOLA COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 17; THENCE S89°43'11"E ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 17, A DISTANCE OF 2512.32 FEET TO THE POINT OF BEGINNING; THENCE DEPARTING SAID SOUTH LINE RUN, N00°16'49E, A DISTANCE OF 247.76 FEET; THENCE N89°43'11"W, A DISTANCE OF 12.80 FEET; THENCE N00°16'49"E, A DISTANCE OF 179.69 FEET; THENCE N03°52'35"W, A DISTANCE OF 62.76 FEET TO THE SOUTHEAST CORNER OF LOT 841, TWIN LAKES PHASE 2C ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 31, PAGES 2-7 OF THE PUBLIC RECORDS OF OSCEOLA COUNTY, FLORIDA, BEING THE POINT OF CURVATURE OF A CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 647.00 FEET, A CENTRAL ANGLE OF 10°56'36", A CHORD BEARING OF N11°59'22"W AND A CHORD DISTANCE OF 123.39 FEET; THENCE RUN ALONG THE EASTERLY LINE OF SAID TWIN LAKES PHASE 2C THE FOLLOWING THREE (3) COURSES: NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 123.57 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 647.00 FEET, A CENTRAL ANGLE OF 15°26'18", A CHORD BEARING OF N09°44'31"W AND A CHORD DISTANCE OF 173.81 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF
174.33 FEET THE END OF SAID CURVE; THENCE N00°16'49"E, A DISTANCE OF 52.00 FEET; THENCE DEPARTING SAID EASTERLY LINE, RUN S89°43'11"E, A DISTANCE OF 97.84 FEET TO A POINT OF CURVATURE OF A CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 84°41'21", A CHORD BEARING OF N47°56'08"E AND A CHORD DISTANCE OF 33.68 FEET; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 36.95 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 526.00 FEET, A CENTRAL ANGLE OF 02°11'24". A CHORD BEARING OF N06°41'10"E AND A CHORD DISTANCE OF 20.10 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 20.11 FEET TO THE END OF SAID CURVE; THENCE S82°13'08"E, A DISTANCE OF 172.00 FEET; THENCE N13°17'32"E, A DISTANCE OF 67.99 FEET; THENCE N24°18'51"E, A DISTANCE OF 67.99 FEET; THENCE N35°22'43"E, A DISTANCE OF
67.77 FEET; THENCE N55°38'00"E, A DISTANCE OF 74.49 FEET; THENCE N83°50'15"E, A DISTANCE OF 80.48 FEET; THENCE S81°52'33"E, A DISTANCE OF 73.18 FEET; THENCE S77°14'29"E, A DISTANCE OF 85.31 FEET; THENCE S69°25'58"E, A DISTANCE OF 78.65 FEET; THENCE S60°07'47"E, A DISTANCE OF 74.19 FEET; THENCE S10°27'14"E, A DISTANCE OF 81.78 FEET; THENCE S06°30'21"W, A DISTANCE OF 76.03 FEET; THENCE S03°22'05"W, A DISTANCE OF 76.03 FEET; THENCE S00°13'50"W, A DISTANCE OF 76.03 FEET; THENCE N88°39'42"E, A DISTANCE OF 120.52 FEET TO A POINT ON A NON-TANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 1268.00 FEET, A CENTRAL ANGLE OF 00°17'39", A CHORD BEARING OF N01°1l'28"W AND A CHORD DISTANCE OF 6.51 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 6.51 FEET TO THE END OF SAID CURVE; THENCE N88°57'21"E, A DISTANCE OF
176.50 FEET TO A POINT ON THE WEST LINE OF TRACT OSN-3 OF THE AFORESAID TWIN LAKE CONNECTOR ROAD PLAT, SAID POINT BEING THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 1091.50 FEET, A CENTRAL ANGLE OF 01°17'42", A CHORD BEARING OF S01°41'30"E AND A

CHORD DISTANCE OF 24.67 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 24.67 FEET TO THE SOUTHWEST CORNER OF SAID TRACT OSN-3 BEING THE END OF SAID CURVE; THENCE N84°46'21"E ALONG THE SOUTH LINE OF SAID TRACT OSN-3, A DISTANCE OF 38.15 FEET TO A POINT ON THE WEST LINE OF SAID TRACT DEDN-2 OF THE AFORESAID TWIN LAKES CONNECTOR ROAD PLAT; THENCE S05°13'39"E ALONG SAID WESTERLY LINE OF SAID TRACT DEDN-2, A DISTANCE OF 110.00 FEET TO A POINT ON THE NORTHERLY LINE OF TRACT OSN-6 OF THE AFORESAID TWIN LAKES CONNECTOR ROAD PLAT; THENCE S84°46'21"W ALONG THE NORTH LINE OF SAID TRACT OSN-6, A DISTANCE OF 34.65 FEET TO THE NORTHWEST CORNER OF SAID TRACT OSN-6, ALSO BEING THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 1088.00 FEET, A CENTRAL ANGLE OF 08°34'08", A CHORD BEARING OF S12°24'34"E AND A CHORD DISTANCE OF 162.57 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE AND THE WESTERLY LINE OF SAID TRACT OSN-6 THE FOLLOWING SEVEN (7) COURSES: A DISTANCE OF 162.72 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 912.00 FEET, A CENTRAL ANGLE OF 11°27'26", A CHORD BEARING OF S10°57'55"E AND A CHORD DISTANCE OF 182.07 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 182.37 FEET TO THE END OF SAID CURVE; THENCE S89°10'35"E, A DISTANCE OF 30.28 FEET; THENCE S00°49'25"W, A DISTANCE OF 62.00 FEET; THENCE N89°10'35"W, A DISTANCE OF 15.00 FEET; THENCE S00°49'25"W, A DISTANCE OF 117.65 FEET; THENCE S89°33'33"E, A DISTANCE OF 38.30 FEET; THENCE S00°29'57"W, A DISTANCE OF 55.00 FEET TO THE SOUTHEAST CORNER OF SAID TRACT FD-2 BEING ON THE SOUTH LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 17; THENCE N89°33'33"W ALONG THE SOUTH OF SAID TRACT FD-2 ALSO BEING SAID SOUTH SECTION LINE, A DISTANCE OF 1046.57 FEET TO THE SOUTHEAST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 17; THENCE N89°43'11"W ALONG SAID SOUTH LINE OF SAID TRACT FD-2, AND BEING THE SOUTH LINE OF SAID SOUTHWEST 1/4, A DISTANCE OF
129.92 FEET TO THE POINT OF BEGINNING.

CONTAINING 1,014,088 SQUARE FEET OR 23.28 ACRES MORE OR LESS. TWIN LAKE PH 4B

A PORTION OF TRACT FD-2, TWIN LAKES CONNECTOR ROAD ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 30, PAGE 186-193 OF THE PUBLIC RECORDS OF OSCEOLA COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 17; THENCE S89°43'11"E ALONG THE SOUTH LINE OF SAID SOUTHWEST 1/4, A DISTANCE OF 2512.32 FEET; THENCE DEPARTING SAID SOUTH LINE RUN, N00°16'49E, A DISTANCE OF 247.76 FEET; THENCE N89°43' 11"W, A DISTANCE OF 12.80 FEET; THENCE N00°16'49"E, A DISTANCE OF 179.69 FEET; THENCE N03°52'35"W, A DISTANCE OF 62.76 FEET TO THE SOUTHEAST CORNER OF LOT 841, TWIN LAKES PHASE 2C ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 31, PAGES 2-7 OF THE PUBLIC RECORDS OF OSCEOLA COUNTY, FLORIDA POINT BEING ON A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 647.00 FEET, A CENTRAL ANGLE OF 10°56'36", A CHORD BEARING OF N11°59'22"W AND A CHORD DISTANCE OF 123.39 FEET; THENCE RUN ALONG THE EASTERLY LINE OF SAID TWIN LAKES PHASE 2C THE FOLLOWING THREE (3) COURSES: NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 123.57 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 647.00 FEET, A CENTRAL ANGLE OF 15°26'18", A CHORD

BEARING OF N09°44'31"W AND A CHORD DISTANCE OF 173.81 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 174.33 FEET TO A POINT OF NON TANGENCY; THENCE N00°16'49"E, A DISTANCE OF 52.00 FEET TO THE POINT OF BEGINNING, SAID POINT BEING ON A CURVE CONCAVE EASTERLY HAVING A RADIUS OF
647.00 FEET, A CENTRAL ANGLE OF 18°19'10", A CHORD BEARING OF N 11°44'35"E AND A CHORD DISTANCE OF 205.99 FEET; THENCE ALONG THE EASTERLY AND SOUTHERLY LINE OF SAID TWIN LAKES PHASE 2C THE FOLLOWING FIVE (5) COURSES: NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 206.87 FEET TO A POINT OF NON TANGENCY; THENCE N19°48'38"E, A DISTANCE OF 186.31 FEET; THENCE N66°43'12"E, A DISTANCE OF 64.74 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 447.00 FEET, A CENTRAL ANGLE OF 31°36'09", A CHORD BEARING OF N58°14'17"E AND A CHORD DISTANCE OF 243.44 FEET; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 246.55 FEET TO A POINT OF NON TANGENCY; THENCE N18°45'58"E, A DISTANCE OF 6.07 FEET TO A POINT ON THE SOUTHERLY LINE OF TRACT OSN-
3 OF AFORESAID TWIN LAKES CONNECTOR ROAD AND ALSO A POINT ON A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 452.00 FEET, A CENTRAL ANGLE OF 13°22'45", A CHORD BEARING OF N81°10'01"E AND A CHORD DISTANCE OF 105.31 FEET; THENCE ALONG THE SOUTHERLY AND WESTERLY LINE OF TRACT OSN-3 THE FOLLOWING TEN (10) COURSES: RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 105.55 FEET TO A POINT OF NON TANGENCY; THENCE N87°51'23"E, A DISTANCE OF 53.60 FEET; THENCE S81°10'15"E, A DISTANCE OF 109.91 FEET TO A POINT ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 901.00 FEET, A CENTRAL ANGLE OF 20°37'11", A CHORD BEARING OF S70°51'40"E AND A CHORD DISTANCE OF 322.51 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE. A DISTANCE OF 324.25 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 1599.00 FEET, A CENTRAL ANGLE OF 08°56'13", A CHORD BEARING OF S65°01'11"E AND A CHORD DISTANCE OF 249.16 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 249.41 FEET TO A POINT OF NON TANGENCY; THENCE RUN S20°41'28"W, A DISTANCE OF 122.00 FEET TO A POINT ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 1721.00 FEET, A CENTRAL ANGLE OF 00°28'16", A CHORD BEARING OF S69°42'40"E AND A CHORD DISTANCE OF 14.15 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 14.15 FEET TO A POINT OF NON TANGENCY; THENCE S20°13'11"W, A DISTANCE OF 51.97 FEET; THENCE RUN S70°10'34"E, A DISTANCE OF 23.89 FEET TO A POINT ON A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 1091.50 FEET, A CENTRAL ANGLE OF 15°13'01", A CHORD BEARING OF S06°33'52"W AND A CHORD DISTANCE OF 289.03 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 289.89 FEET TO A POINT OF NON TANGENCY; THENCE DEPARTING SAID WESTERLY LINE OF TRACT OSN-3, RUN S88°57'21"W, A DISTANCE OF 176.50 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 1268.00 FEET, A CENTRAL ANGLE OF 00°17'39", A CHORD BEARING OF S01°11'28"E AND A CHORD DISTANCE OF 6.51 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 6.51 FEET TO THE END OF SAID CURVE; THENCE S88°39'42"W, A DISTANCE OF 120.52 FEET; THENCE N00°13'50"E, A DISTANCE OF 76.03 FEET; THENCE N03°22'05"E, A DISTANCE OF 76.03 FEET; THENCE N06°30'21"E, A DISTANCE OF
76.03 FEET; THENCE N10°27'14"W, A DISTANCE OF 81.78 FEET; THENCE N60°07'47"W, A
DISTANCE OF 74.19; THENCE N69°25'58"W, A DISTANCE OF 78.65 FEET; THENCE N77°14'29"W, A DISTANCE OF 85.31 FEET; THENCE N81°52'33"W, A DISTANCE OF 73.18 FEET; S83°50'15"W, A DISTANCE OF 80.48 FEET, THENCE S55°38'00"W, A DISTANCE OF 74.49 FEET; THENCE S35°22'43"W, A DISTANCE OF 67.77 FEET; THENCE S24°18'51"W, A DISTANCE OF 67.99 FEET; THENCE S13°17'32"W, A DISTANCE OF 67.99 FEET; THENCE N82°13'08"W, A DISTANCE OF 172.00 FEET TO A POINT OF A CURVE CONCAVE

EASTERLY HAVING A RADIUS OF 526.00 FEET, A CENTRAL ANGLE OF 02°1124", A CHORD BEARING OF S06°41'10"W AND A CHORD DISTANCE OF 20.10 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 20.11 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 84°41'21", A CHORD BEARING OF S47°56'08"W AND A CHORD DISTANCE OF
33.68 FEET; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF
36.95 FEET TO A POINT OF TANGENCY; THENCE N89°43'11"W, A DISTANCE OF 97.84 FEET TO THE POINT OF BEGINNING.

CONTAINING 444,428 SQUARE FEET OR 10.20 ACRES MORE OR LESS.

TWIN LAKE PHASE 5
A PORTION OF SECTIONS 16 AND 17, TOWNSHIP 26 SOUTH, RANGE 31 EAST, OSCEOLA COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS;
COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SECTION 17; THENCE S89°43'11"E ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 17, A DISTANCE OF 2642.23 FEET TO THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF SECTION 17; THENCE S89°33'33"E ALONG THE SOUTH LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 17, A DISTANCE OF 1323.20 FEET TO THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 17; THENCE N00°04'08"W, ALONG THE SAID WEST LINE OF THE EAST 1/2 OF THE SOUTHEAST 1/4 OF SAID SECTION 17, A DISTANCE OF 1639.03 FEET TO THE POINT OF BEGINNING; THENCE DEPARTING SAID WEST LINE, RUN N73°38'47"W, A DISTANCE OF 42.11 FEET; THENCE S88°23'21"W, A DISTANCE OF 74.60 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 186.00 FEET, A CENTRAL ANGLE OF 04°10'29", A CHORD BEARING OF N01°08'33"E AND A CHORD DISTANCE OF 13.55 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 13.55 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 470.00 FEET, A CENTRAL ANGLE OF 13°07'26", A CHORD BEARING OF N09°47'30"E AND A CHORD DISTANCE OF 107.42 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 107.66 FEET TO A POINT THE TANGENCY; THENCE N16°21'13"E. A DISTANCE OF 4.22 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF N61°21'13"E AND A CHORD DISTANCE OF 35.36 FEET; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 39.27 FEET TO THE END OF SAID CURVE; THENCE N16°21'13"E, A DISTANCE OF 52.00 FEET; THENCE N73°38'47"W, A DISTANCE OF 4.00 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF N28°38'47"W AND A CHORD DISTANCE OF 35.36 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 39.27 FEET TO A POINT OF TANGENCY; THENCE N16°21'13"E, A DISTANCE OF 192.00 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF N61°21'13"E AND A CHORD DISTANCE OF 35.36 FEET; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 39.27 FEET TO THE END OF SAID CURVE; THENCE N16°21'13"E, A DISTANCE OF 52.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 25.00 FEET, A

CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF N28°38'47"W AND A CHORD DISTANCE OF 35.36 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 39.27 FEET TO THE POINT OF TANGENCY; THENCE N16°21'13"E, A DISTANCE OF
192.00 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF N61°21'13"E AND A CHORD DISTANCE OF 35.36 FEET; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 39.27 FEET TO THE END OF SAID CURVE; THENCE N16°21'13"E, A DISTANCE OF 52.00 FEET TO A POINT ON A ON-TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF N28°38'47"W AND A CHORD DISTANCE OF 35.36 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 39.27 FEET TO THE POINT OF TANGENCY; THENCE N74°38'03"W, A DISTANCE OF 52.01 FEET; THENCE N16°21'13"E, A DISTANCE OF 141.42 FEET; THENCE N73°38'47"W, A DISTANCE OF 47.96 FEET; THENCE N00°04'08" W, A DISTANCE OF 483.52 FEET; THENCE N87°15'22"W, A DISTANCE OF 12.37 FEET; THENCE N57°55'45"W, A DISTANCE OF
32.65 FEET TO A POINT ON THE WEST LINE OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 17; THENCE N00°04'08"W, ALONG SAID WEST LINE, A DISTANCE OF 35.57 FEET TO A POINT ON THE SAFE UPLAND LINE FOR LIVE OAK LAKE AS APPROVED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, HAVING AN ELEVATION OF
64.10 FEET (NAVD 88) ; THENCE DEPARTING SAID WEST LINE, RUN ALONG SAID SAFE UPLAND LINE THE FOLLOWING TWENTY-ONE (21) COURSES: N85°47'24"E, A DISTANCE OF 33.96 FEET; THENCE S66°30'52"E, A DISTANCE OF 53.70 FEET; THENCE S74°40'11"E, A DISTANCE OF 65.28 FEET; THENCE S78°52'14"E, A DISTANCE OF 176.71 FEET; THENCE S38°18'54"E, A DISTANCE OF
40.85 FEET; THENCE S86°21'47"E, A DISTANCE OF 87.85 FEET; THENCE S36°47'40"E, A DISTANCE OF 16.47 FEET; THENCE N74°48'37"E, A DISTANCE OF 22.15 FEET; THENCE S59°30'19"E, A DISTANCE OF 75.66 FEET; THENCE S73°47'32"E, A DISTANCE OF 57.09 FEET; THENCE N89°23'09"E, A DISTANCE OF 185.48 FEET; THENCE S78°39'53"E, A DISTANCE OF 217.12 FEET; THENCE S69°14'50"E, A DISTANCE OF 57.77 FEET; THENCE S75°43'06"E, A DISTANCE OF 133.21 FEET; THENCE N79°44'47"E, A DISTANCE OF 102.41 FEET; THENCE N52°43'37"E, A DISTANCE OF
70.77 FEET; THENCE N54°39'11"E, A DISTANCE OF 33.88 FEET; THENCE N71°10'54"E, A DISTANCE OF 41.13 FEET; THENCE N77°05'50"E, A DISTANCE OF 84.53 FEET; THENCE N46°05'27"E, A DISTANCE OF 86.20 FEET; THENCE DEPARTING SAID SAFE UPLAND LINE, RUN S48°07'08"E, A DISTANCE OF 796.13 FEET; THENCE S41°52'52"W, A DISTANCE OF 883.27 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 1555.00 FEET, A CENTRAL ANGLE OF 19°52'18", A CHORD BEARING OF S41°30'06"W AND A CHORD DISTANCE OF 536.62 FEET; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 539.31 FEET TO THE END OF SAID CURVE; THENCE N38°33'45"W, A DISTANCE OF
110.00 FEET; TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 93°13'47", A CHORD BEARING OF N81°56'52"W AND A CHORD DISTANCE OF 36.34 FEET, THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 40.68 FEET TO THE END OF SAID CURVE; THENCE S54°40'02"W, A DISTANCE OF 110.00 FEET; THENCE N35°19'58"W, A DISTANCE OF 44.62 FEET; THENCE S54°40'02"W, A DISTANCE OF 81.37 FEET; THENCE S75°21'06"W, A DISTANCE OF 93.51 FEET; THENCE S87°15'16"W, A DISTANCE OF 94.03 FEET; THENCE N80°50'33"W, A DISTANCE OF 93.87 FEET; THENCE N72°36'34"W, A DISTANCE OF 72.77 FEET; THENCE N73°38'47"W, A DISTANCE OF
569.05 FEET TO THE POINT OF BEGINNING.

CONTAINING 254,4524 SQUARE FEET OR 58.41 ACRES MORE OR LESS.

TWIN LAKE PHASE 6
A PORTION OF TRACT FD-1, TWIN LAKES CONNECTOR ROAD ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 30, PAGES 186-193, OF THE PUBLIC RECORDS OF OSCEOLA COUNTY, FLORIDA, BEING LOCATED IN SECTIONS 16 AND 17, TOWNSHIP 26 SOUTH, RANGE 31 EAST, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 17; THENCE S89°43'11"E ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 17, A DISTANCE OF 2642.23 FEET TO A POINT ON THE SE CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 17; THENCE CONTINUE ALONG SAID SOUTH LINE, S89°33'33"E , A DISTANCE OF 1126.57 FEET TO THE POINT ON THE SW CORNER OF SAID TRACT FD-1 AND ALSO THE POINT OF BEGINNING; THENCE ALONG THE WESTERLY LINE OF SAID TRACT FD-1 THE FOLLOWING EIGHTEEN (18) COURSES AND DISTANCES: N00°29'57"E, A DISTANCE OF 55.00 FEET; THENCE S89°33'33"E, A DISTANCE OF
39.29 FEET; THENCE N00°27'40"E, A DISTANCE OF 144.35 FEET; THENCE N89°32'20"W, A DISTANCE OF 15.00 FEET; THENCE N00°27'40"E, A DISTANCE OF 128.69 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 1080.00 FEET, A CENTRAL ANGLE OF 07°21'05", A CHORD BEARING OF N13°01'06"W AND A CHORD DISTANCE OF 138.47 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 138.57 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 920.00 FEET, A CENTRAL ANGLE OF 04°12'28", A CHORD BEARING OF N14°35'24"W AND A CHORD DISTANCE OF 67.55 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 67.57 FEET TO THE END OF SAID CURVE; THENCE N05°13'39"W, A DISTANCE OF 61.24 FEET; THENCE S84°46'21"W, A DISTANCE OF 28.98 FEET; THENCE N05°13'39"W, A DISTANCE OF 115.00 FEET; THENCE N84°46'21"E, A DISTANCE OF 124.31 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 205.00 FEET, A CENTRAL ANGLE OF 07°27'32", A CHORD BEARING OF N88°30'07"E AND A CHORD DISTANCE OF 26.67 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 26.69 FEET TO THE POINT OF TANGENCY; THENCE S87°46'07"E, A DISTANCE OF
167.48 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 180.00 FEET, A CENTRAL ANGLE OF 02°42'07", A CHORD BEARING OF S89°07'10"E AND A CHORD DISTANCE OF 8.49 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 8.49 FEET TO THE POINT OF TANGENCY; THENCE N06°28'36"W, A DISTANCE OF 58.10 FEET; THENCE N09°54'17"E, A DISTANCE OF 201.14 FEET; THENCE N54°12'34"E, A DISTANCE OF 174.58 FEET; THENCE N00°54'35"W, A DISTANCE OF 4.68 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 1599.00 FEET, A CENTRAL ANGLE OF 32°27'07", A CHORD BEARING OF N72°51'52"E AND A CHORD DISTANCE OF 893.61 FEET; THENCE DEPARTING SAID WESTERLY LINE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 905.67 FEET TO THE END OF SAID CURVE; THENCE N35°19'58"W, A DISTANCE OF 20.08 FEET; THENCE N54°40'02"E, A DISTANCE OF 110.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 87°05'52", A CHORD BEARING OF N08°12'58"E AND A CHORD DISTANCE OF 34.45 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF
38.00 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 1555.00 FEET, A CENTRAL ANGLE OF 27°07'32", A CHORD BEARING OF N38°12'08"E AND A CHORD DISTANCE OF 729.33 FEET; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 736.18 FEET TO THE END OF SAID CURVE; THENCE N24°38'22"E, A DISTANCE OF 733.78 FEET; THENCE S48°07'08"E, A DISTANCE OF 1040.55 FEET; THENCE S19°36'02"E, A DISTANCE OF 2144.00 FEET TO A POINT ON THE SOUTH LINE OF THE WEST 1/2 OF SECTION 16; THENCE

N89°33'25"W, ALONG SAID SOUTH LINE, A DISTANCE OF 2100.00 FEET TO THE SOUTHEAST CORNER OF SAID SECTION 17; THENCE N89°33'33"W, ALONG THE SOUTH LINE OF SAID SECTION 17, A DISTANCE OF 1517.72 FEET TO THE POINT OF BEGINNING.
CONTAINING 5,503,515 SQUARE FEET OR 126.34 ACRES MORE OR LESS

TWIN LAKE PHASE 7A
A PORTION OF TRACT FD-3, TWIN LAKES CONNECTOR ROAD ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 30, PAGES 186-193, OF THE PUBLIC RECORDS OF OSCEOLA COUNTY, FLORIDA, BEING LOCATED IN SECTION 20, TOWNSHIP 26 SOUTH, RANGE 31 EAST, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF THE NORTHWEST 1/4 OF SAID SECTION 20; THENCE RUN SOUTH 89°43'11" EAST ALONG THE NORTH LINE OF SAID NORTHWEST 1/4 OF SAID SECTION 20, A DISTANCE OF 2642.23 FEET TO THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF SAID SECTION 20; THENCE RUN SOUTH 89°33'33" EAST ALONG THE NORTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 20, A DISTANCE OF 1046.57 FEET; THENCE DEPARTING SAID NORTH LINE, RUN SOUTH 00°26'14" WEST, A DISTANCE OF 20.00 FEET; THENCE RUN NORTH 89°33'46" WEST, A DISTANCE OF 15.24 FEET; THENCE RUN SOUTH 00°26'14" WEST, A DISTANCE OF 173.81 FEET TO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 18°24'50", A CHORD BEARING OF SOUTH 80°21'21" EAST AND A CHORD DISTANCE OF
8.00 FEET; THENCE RUN EASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 8.03 FEET TO THE END OF SAID CURVE; THENCE RUN SOUTH 00°26'14" WEST. A DISTANCE OF 118.72 FEET TO THE POINT OF BEGINNING; THENCE RUN SOUTH 00°29'57" WEST, A DISTANCE OF 116.38 FEET TO A POINT OF CURVATURE OF A CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 1547.00 FEET, A CENTRAL ANGLE OF 23°12'21", A CHORD BEARING OF SOUTH 11°06'13" EAST AND A CHORD DISTANCE OF 622.29 FEET; THENCE RUN SOUTHERLY ALONG SAID CURVE AN ARC DISTANCE OF 626.57 FEET TO A POINT OF REVERSE CURVATURE OF A NON-TANGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 1353.00 FEET, A CENTRAL ANGLE OF 13°16'52" A CHORD BEARING OF SOUTH 16°03'58" EAST AND A CHORD DISTANCE OF 312.92 FEET; THENCE RUN SOUTHERLY ALONG SAID CURVE AN ARC DISTANCE OF 313.63 FEET TO THE END OF SAID CURVE; THENCE RUN NORTH 80°04'59" EAST, A DISTANCE OF
7.00 FEET TO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 1360.00 FEET, A CENTRAL ANGLE OF 01°19'00", A CHORD BEARING OF SOUTH 08°46'11" EAST AND A CHORD DISTANCE OF 31.25 FEET; THENCE RUN SOUTHERLY ALONG SAID CURVE AN ARC DISTANCE OF 31.25 FEET TO THE END OF SAID CURVE; THENCE RUN SOUTH 00°26'14" WEST, A DISTANCE OF 97.54 FEET TO THE BEGINNING OF NON-TANGENT CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 14°04'24", A CHORD BEARING OF SOUTH 83°24'02" WEST AND A CHORD DISTANCE OF 6.13 FEET; THENCE RUN WESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 6.14 FEET TO THE END OF SAID CURVE; THENCE RUN SOUTH 00°26'14" WEST, A DISTANCE OF 52.00 FEET; THENCE RUN SOUTH 89°33'46" EAST, A DISTANCE OF 5.92 FEET TO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 36°51'37", A CHORD BEARING OF SOUTH 71°07'58" EAST AND A CHORD DISTANCE OF 15.81 FEET; THENCE RUN EASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 16.08 FEET TO THE END OF SAID

CURVE; THENCE RUN SOUTH 00°26'14" WEST, A DISTANCE OF 19.69 FEET; THENCE RUN SOUTH 00°46'16" EAST, A DISTANCE OF 58.70 FEET; THENCE RUN SOUTH 00°29'57" WEST, A DISTANCE OF 502.36 FEET TO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 33°59'37", A CHORD BEARING OF SOUTH 73°26'25" WEST AND A CHORD DISTANCE OF
14.62 FEET; THENCE RUN WESTERLY ALONG SAID CURVE AN ARC DISTANCE OF
14.83 FEET TO THE END OF SAID CURVE; THENCE RUN NORTH 89°33'46" WEST, A DISTANCE OF 0.11 FEET; THENCE RUN SOUTH 00°26'14" WEST, A DISTANCE OF 187.74 FEET; THENCE RUN NORTH 89°55'10" WEST, A DISTANCE OF 545.57 FEET; THENCE RUN SOUTH 00°28'13" WEST, A DISTANCE OF 300.01 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF ALLIGATOR LAKE ROAD, A 66.00 FOOT RIGHT OF WAY; THENCE RUN NORTH 89°55'10" WEST ALONG SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 60.00 FEET; THENCE DEPARTING SAID NORTH RIGHT OF WAY LINE, RUN NORTH 00°28'13" EAST, A DISTANCE OF 159.95 FEET; THENCE RUN NORTH 89°55'10" WEST, A DISTANCE OF 150.00 FEET; THENCE RUN NORTH 00°28'13" EAST, A DISTANCE OF 170.00 FEET; THENCE RUN NORTH 89°55'10" WEST, A DISTANCE OF
335.29 FEET; THENCE RUN SOUTH 00°26'14" WEST, A DISTANCE OF 50.00 FEET; THENCE RUN NORTH 89°55'10" WEST, A DISTANCE OF 175.00 FEET TO A POINT ON THE WEST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 20;; THENCE RUN NORTH 00°26'14" EAST, ALONG SAID WEST LINE, A DISTANCE OF 342.08 FEET; DEPARTING SAID WEST LINE, RUN SOUTH 89°47'02" EAST, A DISTANCE OF 660.00 FEET; THENCE RUN NORTH 00°26'14" EAST, A DISTANCE OF 330.00 FEET; THENCE RUN NORTH 89°47'02" WEST, A DISTANCE OF 212.50 FEET; THENCE RUN NORTH 00°26'14" EAST, A DISTANCE OF 131.86 FEET; THENCE RUN NORTH 89°33'46" WEST, A DISTANCE OF 17.00 FEET; THENCE RUN NORTH 00°26'14" EAST, A DISTANCE OF 52.00 FEET; THENCE RUN NORTH 89°33'46" WEST, A DISTANCE OF 95.00 FEET; THENCE RUN NORTH 00°26'14" EAST, A DISTANCE OF 570.00 FEET; THENCE RUN SOUTH 89°33'46" EAST, A DISTANCE OF 120.00 FEET; THENCE RUN NORTH 00°26'14" EAST, A DISTANCE OF 95.00 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 90°00'00" A CHORD BEARING OF NORTH 44°33'46" WEST AND A CHORD DISTANCE OF 35.36 FEET; THENCE RUN NORTHWESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 39.27 FEET TO THE POINT OF TANGENCY; THENCE RUN NORTH 00°26'14" EAST, A DISTANCE OF 52.00 FEET; THENCE RUN SOUTH 89°33'46" EAST, A DISTANCE OF 5.00 FEET; THENCE RUN NORTH 00°26'14" EAST, A DISTANCE OF 120.00 FEET; THENCE RUN SOUTH 89°33'46" EAST, A DISTANCE OF 221.14 FEET TO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 326.00 FEET, A CENTRAL ANGLE OF 15°11'27", A CHORD BEARING OF SOUTH 11°57'26" EAST AND A CHORD DISTANCE OF
86.18 FEET; THENCE RUN SOUTHERLY ALONG SAID CURVE AN ARC DISTANCE OF
86.43 FEET TO THE END OF SAID CURVE; THENCE RUN NORTH 70°26'51" EAST, A DISTANCE OF 52.00 FEET TO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 274.00 FEET, A CENTRAL ANGLE OF 09°47'38", A CHORD BEARING OF SOUTH 24°27'00" EAST AND A CHORD DISTANCE OF
46.78 FEET; THENCE RUN SOUTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 46.84 FEET TO THE END OF SAID CURVE; THENCE RUN NORTH 60'39'10" EAST, A DISTANCE OF 120.53 FEET; THENCE RUN NORTH 21°15'35" WEST, A DISTANCE OF 46.67 FEET; THENCE RUN NORTH 03°49'39" WEST, A DISTANCE OF 47.73 FEET; THENCE RUN NORTH 00°26'14" EAST, A DISTANCE OF 250.00 FEET; THENCE RUN SOUTH 89°33'46" EAST, A DISTANCE OF 211.73 FEET TO THE POINT OF BEGINNING.

CONTAINING 1,525,198 SQUARE FEET (35.014 ACRES), MORE OR LESS.

TWIN LAKE PHASE 7B

A PORTION OF TRACT FD-3, TWIN LAKES CONNECTOR ROAD ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 30, PAGES 186-193, OF THE PUBLIC RECORDS OF OSCEOLA COUNTY, FLORIDA, BEING LOCATED IN SECTION 20, TOWNSHIP 26 SOUTH, RANGE 31 EAST, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF THE NORTHWEST 1/4 OF SAID SECTION 20; THENCE RUN SOUTH 89°43'11" EAST ALONG THE NORTH LINE OF THE NORTHWEST 1/4 OF SAID SECTION 20, A DISTANCE OF 2642.23 FEET TO THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF SAID SECTION 20; THENCE RUN SOUTH 89°33'33" EAST ALONG THE NORTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 20, A DISTANCE OF 17.50 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 89°33'33" EAST ALONG SAID NORTH LINE, A DISTANCE OF 1029.07 FEET; THENCE DEPARTING SAID NORTH LINE, RUN SOUTH 00°26'14" WEST, A DISTANCE OF 20.00 FEET; THENCE RUN NORTH 89°33'46" WEST, A DISTANCE OF 15.24 FEET; THENCE RUN SOUTH 00°26'14" WEST, A DISTANCE OF 173.81 FEET TO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 18°24'50", A CHORD BEARING OF SOUTH 80°21'21" EAST AND A CHORD DISTANCE OF 8.00 FEET; THENCE RUN EASTERLY ALONG SAID CURVE AN ARC DISTANCE OF
8.03 FEET TO THE END OF SAID CURVE; THENCE RUN SOUTH 00°26'14" WEST, A DISTANCE OF
118.72 FEET; THENCE RUN NORTH 89°33'46" WEST, A DISTANCE OF 211.73 FEET; THENCE RUN SOUTH 00°26'14" WEST, A DISTANCE OF 250.00 FEET; THENCE RUN SOUTH 03°49'39" EAST, A DISTANCE OF 47.73 FEET; THENCE RUN SOUTH 21°15'35" EAST, A DISTANCE OF 46.67 FEET; THENCE RUN SOUTH 60°39'10" WEST, A DISTANCE OF 120.53 FEET TO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 274.00 FEET, A CENTRAL ANGLE OF 09°47'38", A CHORD BEARING OF NORTH 24°27'00" WEST AND A CHORD DISTANCE OF 46.78 FEET; THENCE RUN NORTHWESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 46.84 FEET TO THE END OF SAID CURVE; THENCE RUN SOUTH 70°26'51" WEST, A DISTANCE OF 52.00 FEET TO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 326.00 FEET, A CENTRAL ANGLE OF 15°11'27", A CHORD BEARING OF NORTH 11°57’26" WEST AND A CHORD DISTANCE OF 86.18 FEET; THENCE RUN NORTHERLY ALONG SAID CURVE AN ARC DISTANCE OF 86.43 FEET TO THE END OF SAID CURVE; THENCE RUN NORTH 89°33'46" WEST, A DISTANCE OF 221.14 FEET; THENCE RUN SOUTH 00°26'14" WEST, A DISTANCE OF 120.00 FEET; THENCE RUN NORTH 89°33'46" WEST, A DISTANCE OF 5.00 FEET; THENCE RUN SOUTH 00°26'14" WEST, A DISTANCE OF 52.00 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF SOUTH 44°33'46" EAST AND A CHORD DISTANCE OF 35.36 FEET; THENCE RUN SOUTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 39.27 FEET TO THE POINT OF TANGENCY; THENCE RUN SOUTH 00°26'14" WEST, A DISTANCE OF 95.00 FEET; THENCE RUN NORTH 89°33'46" WEST, A DISTANCE OF 120.00 FEET; THENCE RUN SOUTH 00°26'14" WEST, A DISTANCE OF 570.00 FEET; THENCE RUN SOUTH 89°33'46" EAST, A DISTANCE OF 95.00 FEET; THENCE RUN SOUTH 00°26'14" WEST, A DISTANCE OF 52.00 FEET; THENCE RUN SOUTH 89°33'46" EAST, A DISTANCE OF 17.00 FEET; THENCE RUN SOUTH 00°26'14" WEST, A DISTANCE OF 131.86 FEET;

THENCE RUN NORTH 89°47'02" WEST, A DISTANCE OF 447.50 FEET TO A POINT ON THE WEST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 20; THENCE RUN NORTH 00°26'14" EAST ALONG SAID WEST LINE, A DISTANCE OF 330.69 FEET; THENCE DEPARTING SAID WEST LINE, RUN SOUTH 89°44'20" EAST, A DISTANCE OF 17.50 FEET TO THE EAST RIGHT OF WAY LINE OF A PLATTED UN-NAMED ROAD PER PLAT TITLED THE SEMINOLE LAND AND INVESTMENT COMPANY'S (INCORPORATED) SUBDIVISION OF SECTION 20, AS RECORDED IN PLAT BOOK B, PAGE 26, PUBLIC RECORDS OF OSCEOLA COUNTY, FLORIDA; THENCE RUN NORTH 00°26'14" EAST ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 1322.71 FEET TO THE POINT OF BEGINNING.

CONTAINING  959,814  SQUARE  FEET  (22.034  ACRES),  MORE  OR  LESS. TWIN LAKE PHASE 8

A PORTION OF LOTS 1, 2, 3, 15, 16, 17, I8, 19, 30, 31, 32 AND LOT 34, TOGETHER WITH THOSE
PLATTED UNNAMED RIGHTS OF WAY BETWEEN LOTS 2 AND 3, 18 AND 19, 30 AND 31 AND NORTH OF LOTS 1-3, THE SEMINOLE LAND AND INVESTMENT COMPANY'S (INCORPORATED) SUBDIVISION OF SECTION 20, TOWNSHIP 26 SOUTH, RANGE 31 EAST, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK B, PAGE 26, OF THE PUBLIC RECORDS OF OSCEOLA COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE NORTHWEST CORNER OF THE NORTHWEST 1/4 OF SAID SECTION 20; THENCE S89°43'11"E ALONG THE NORTH LINE OF THE NORTHWEST 1/4 OF SAID SECTION 20, A DISTANCE OF 2642.23 FEET TO THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 20; THENCE CONTINUE S89°33'33"E ALONG THE NORTH LINE OF THE NORTHEAST 1/4 OF SECTION 20, A DISTANCE OF 1126.57 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID NORTH LINE, S89°33'33"E, A DISTANCE OF 1107.17 FEET; THENCE DEPARTING SAID NORTH LINE, RUN S00°31'07" W, A DISTANCE OF 1255.62 FEET; THENCE N89°44'21"W, A DISTANCE OF 250.00 FEET TO A POINT ON THE EAST LINE OF LOT 31; THENCE S00°31'07"W, ALONG EAST LINE OF LOTS 31 AND 34, A DISTANCE OF 346.62 FEET; THENCE DEPARTING SAID EAST LINE, RUN N89°28'53"W, A DISTANCE OF 482.20 FEET; THENCE N89°30'03"W, A DISTANCE OF 110.10 FEET; THENCE N00°29'57"E, A DISTANCE OF 107.54 FEET; THENCE N21°09'05"W, A DISTANCE OF 61.32 FEET; THENCE N14°35'09"W, A DISTANCE OF 62.64 FEET; THENCE N08°01'12"W, A DISTANCE OF 62.64 FEET; THENCE N01°27'16"W, A DISTANCE OF 60.11 FEET TO A POINT ON THE WEST LINE OF SAID LOT 31; THENCE N00°31'07"E, ALONG SAID WEST LINE, A DISTANCE OF 100.00 FEET; THENCE DEPARTING SAID WEST LINE OF LOT 31, RUN N13°56'18"W, A DISTANCE OF 23.73 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 274.00 FEET, A CENTRAL ANGLE OF 03°55'12", A CHORD BEARING OF S74°06'06"W AND A CHORD DISTANCE OF 18.74 FEET; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 18.75 FEET; THENCE S72°08'30"W, A DISTANCE OF 7.68 FEET; THENCE N17°51'30"W, A DISTANCE OF
52.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 87°59'29", A CHORD BEARING OF N63°51'46"W AND A CHORD DISTANCE OF 34.73 FEET, THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 38.39 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 1430.00 FEET, A CENTRAL ANGLE OF 02°50'22", A CHORD BEARING OF

N21°17'13"W AND A CHORD DISTANCE OF 70.86 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 70.87 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 1470.00 FEET, A CENTRAL ANGLE OF 02°51'53", A CHORD BEARING OF N21°16'28"W AND A CHORD DISTANCE OF 73.49 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 73.50 FEET TO THE END OF SAID CURVE; THENCE S89°28'53"E, A DISTANCE OF 282.84 FEET; THENCE N45°3l'07"E, A DISTANCE OF 187.16 FEET; THENCE N00°31'07"E, A DISTANCE OF 495.03 FEET; THENCE N89°28'53"W, A DISTANCE OF 480.00 FEET; THENCE N00°31'07"E, A DISTANCE OF
120.00 FEET; THENCE N89°28'53"W, A DISTANCE OF 2.10 FEET; THENCE N00°28'50"E, A DISTANCE OF 52.00 FEET; THENCE S89°28'53"E, A DISTANCE OF 20.44 FEET; THENCE N00°31'07"E, A DISTANCE OF 121.90 FEET TO A POINT ON THE NORTH LINE OF SAID LOT 3; THENCE N89°33'33"W, ALONG SAID NORTH LINE OF LOT 3, A DISTANCE OF 35.47 FEET; THENCE DEPARTING SAID NORTH LINE, RUN N00°29'57"E, A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING.

CONTAINING 1,243,401 SQUARE FEET OR 28.54 ACRES MORE OR LESS.

TOTAL ACREAGES: 17,357,498 SQUARE FEET OR 398.47 ACRES MORE OR LESS

EXHIBIT “B”

EXHIBIT “C”

AFFIDAVIT
Certified Nolle Road Pon<l Mass Grading Costs

for

Twin Lakes Connector Road

Project Name (please print exactly as it appears on the plat)

I	Nicole P. Stalder	Professional Engineer, registered in the State of Florida, License Number: 64720  	do hereby certify that this affidavit represents the total cost of the :'.\olte Road pond mass grading as referenced in the Developer Funde<liCounly Obligation Agreement for Twin Lakes and The Reserve al Twin Lakes, Section 3.C. In accordance with the pay applications for Live Oak Lake CDD Spine Road Improvements daled3/25:2022. the total cost of the :'.\olte Road pon<l mass grading is stated below. The Estimated Pond Construction Mobility Credits to be issued by Osceola County to the District for Ponds 16 & 20 based on
the pay applications as approved by the County for the Nolte Road pond mass grading is stated below.

Total Pond 16 & 20 mass grading cost is     _,'S�4�7�6=5�2�4�.9�4	

Total Pond Allocation is --�16�-�8�7��-�"----------------------------

Total Pond Construction \1ohility Fee Credits for the Nolte Road pond mass grading is	$80.389.76

Registered florida Professional Engineer: 	

Date: 	

EXHIBIT K
Preliminary Opinion of Cost

TWIN LAKES PH 3 • POND 16 FOR NOLTE EARTHWORK & MASTER DRAINAGE					
POND 16 TRACT AREA• 4.04 AC					
	Date:		
7/26/2019		
	Rev'd Date:		1/24/2024		
ITEM	ITEM	UNIT	QT'I	UNIT PRICE	CONST COST		
NO.	DESCRIPTION						

OSCEOLA COUNTY IMPACT FEE CREDIT ESTIMATE		
	GENERAL CONDITIONS						
1	MOBILIZATION	LS	1	$	3,575.94	$	3,575 94		
2	CONSTRUCTION LAYOOT & SURVEY	LS	1	$	7.15188	$	7,15188		
3	CERTIFIED AS-OUILTS	LS	1	$	1,430.38	$	1,430.38		
4	GEOTECHNICAL TESTING	LS	1	$	14,303.75	$	14.303 75		
5	PERFORMANCE BOND	LS	1	$	10,72781	$	10.72781		
6	MOT I NOi FEES	LS	1 $	715.19	$	715.19		
	GENERAL CONDITIONS TOTAL				$	37,904.94		
							
	EARTHWORK, DEMOLITION, & EROSION CONTROL						
1	SILTFENCE	LF	5,722	$	1.25	$	7,151.88		
2	POLLUTIONABATEMENT NPDES COMPLIANCE	LS	1	$	3,520.00	$	3,520.00		
3	TEMPORARY CONSTRUCTION ENTRANCE	LS	2 $	965.25	$	1,930.50		
4	CLEAR, GRUB, & DISK -BURNON-SITE(Pond Tract /Vea)	AC	4.04	$	1,100.00	$	4,444.00		
5	POND NO. 16 EXCAVATION	CY	43,576	$	2.35	$	102,403.60		
6	EMBANKMENT	CY	37,040	$	0.65	$	24,075 74		
7	GRADE FILL AREA (Pond Tract - TOB)	SY	40,511	$	0.45	$	18,229.86		
8	SOD MISCFILL AREA PERt,iETERS	SY	572	$	2.45	$	1,401.77		
9	SOD PONDNO.16 SLOPES I TRACT AREA	SY	9.970	$	2.45	$	24.42650		
10	SEED & MULCHMISC FILL AREAS	SY	40,511	$	0.20	$	8,102.16		
	EARTHWORK, DEMOLITION, & EROSION CONTROL TOTAL				$	195,686.00		

					'	m,;s.o.s4 R,	
	PHASE 3 • NOLTIE MASS GRADE TOTAL (No Contingency)			C	$		
				\..				
						.		
	CONTINGENCY@15%				$	35,038.64		

	MASS GRADE TOTAL (Witll Congingency)				$	268,629.58		

Note:
1. Costs for General Conditions Items are estimates and are proportioned based on the size of each pond tract.		
	Pond 16 Cost= $233,590.94

$233,590.94 * 16,87% = $39,406,79	

3 of s

EXHIBIT K
Preliminary Opinion of Cost

TWIN LAKES PH 6 • POND 20 FOR NOLTE EARTHWORK & MASTER DRAINAGE					
POND 20 TRACT AREA• 3.63 AC					
	Date:		
7/26/2019		
	Rev'd Date:		1/24/2024		
ITEM	ITEM	UNIT	QT'I	UNIT PRICE	CONST COST		
NO.	DESCRIPTION						

OSCEOLA COUNTY IMPACT FEE CREDIT ESTIMATE		
	GENERAL CONDITIONS						
1	MOBILIZATION	LS	1	$	3,326.66	$	3,326 66		
2	CONSTRUCTION LAYOOT & SURVEY	LS	1	$	6,653 32	$	6.653 32		
3	CERTIFIED AS-OUIL TS	LS	1	$	1,330.66	$	1,330.66		
4	GEOTECHNICAL TESTING	LS	1	$	13,306.65	$	13.306 65		
5	PERFORMANCE BOND	LS	1	$	9,979 99	$	9.979 99		
6	MOT I NOi FEES	LS	, $	665.33	$	665.33		
	GENERAL CONDITIONS TOTAL				$	35,262.62		
							
	EARTHWORK, DEMOLITION, & EROSION CONTROL						
1	SILTFENCE	LF	5,32,3	$	1.25	$	6,653.32		
2	POLLUTIONABATEMENT NPDES COMPLIANCE	LS		$	3,520.00	$	3,520.00		
3	TEMPORARY CONSTRUCTION ENTRANCE	LS	2 $	965.25	$	1,930.50		
4	CLEAR, GRUB, & DISK -BURNON-SITE(Basin Area)	AC	3.63	$	1,100.00	$	3,993.00		
5	POND NO. 20 EXCAVATION	CY	50,894	$	2.25	$	114,511.50		
6	EMBANKMENT	CY	43,260	$	0.65	$	28,118 94		
7	GRADE FILL AREA (Pond Tract - TOB)	SY	38,333	$	0.45	$	17,249.76		
8	SCD MISCFILLAREA PERt,iETERS	SY	532	$	2.45	$	1,304.05		
9	SCD PONDNO. 20 SLOPES I TRACT AREA	SY	9.275	$	2.45	$	22.723 75		
10	SEED & MULCH MISC FILL AREAS	SY	38,333	$	0.20	$	7,666.56		
	EARTHWORK, DEMOLITION, & EROSION CONTROL TOTAL				$	207,671.38		

	PHASE 6 ·NOLTEMASS GRADE TOTAL (No Contingency)				$	241,934.00	
J	
				�				

	CONTINGENCY@ 15%				$	36,440.10		

	MASS GRADE TOTAL (Witll Congingency)				$	279,374.10		

Note:
1. Costs for General Conditions Items are estimates and are proportioned based on the size of each pond tract.		
	Pond 20 Cost= $242,934.00

$242,934.00 • 16.87% = $40,982.97	

•B

5 of s

Projeet. Lrve Qak LiM!i& COO Spine Road lffl)fovement!, Date: 3125122

SCHEDULE OF VALUES	PAY REQUEST• 21

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Dais: 3/25/Z2

Project: UV8 Oak Lake COD SpJle Road Improvements	SCHEDULE OF VALUES	?A¥ REQUEST" 21

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TOTAL LrVE OAK LAKE COO .SPINE �OM> IMPROVEMENTS	' 9.SIM,Hl15	J. l,5IIC,IIIN11i	'	•

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\litium� oc:lorwiti55.lm�/Sweot\libumum. 1a•-24·•Ht
,\JOll'tll, Z&tliffltlolll 'Vllrl""!ILa I V411""'8'!!d Si,ti,11t";J.....,.... ,a...,·�s�

, LANDSCAPE - SHRUBS

,. 00	EA

S:J.000 �	l4 01.400

'

1illl.5WSO

·IA.Oi400
' IU:51NSD

\427
1JT

150�00
111M-40

.•

0	•'

,.-..01.:.00	IDOOCl'!-ii
'	ll;uillll..50

2

142700
13'7Qllo

EA
EA

....	..

.... •

.. •'

49

0927034\209251\14837204v2

$	11 00 :S	1!16il700
'	1J2Q '	ltlKIS40

0
0

I

1.C.2?"
137

156'i1100 I 10000%-1
'	1 SllS40	10000%

3 111111r:-.amloria·s1ai..i.0war1· 10.,,,•rf'r"IUIPOn 16-�1., 19· Spr

s	01,0 i	05040

USOQQ	C	'

06040	10000�

• Loro�!um .:hln11nr.. JCh1naSDr:1inq11 �la..,,:,r, W"MI. F'ul!	25300	 EA  ' 	 11 00  S.	l:,?!llOO	,	•	2,783,00	0  I	 = •	.1UJllQ	)0000'1.::

HUCHES BR.OTHERS C0NS1RUCTJ00, INC Q4.8W,11•wRo.o
Wi::t�d, fl J-178-'S

Date: 3/25122

Project Ll1,1e Qak Lake COD Spile R0c1d Improvements	SCHEDULE OF VALUES	PAY REQUEST# 21

ITEh.1	OESC�PTION

OTY	UNIT	UNII	AMOUNT

Ul!IJP<lriod	Tl'its �•Md	C<lmpll1t-lltob11t	...,

�ow-< Red!J..rJ' /Oo..bllif KJtOC:� OoL Ibid RnM, 16" Ht.,.,.. Ser

�Dh1ololi i:. indklll /lndlw, H■wthnm 1i' H1.• 1&''" So,

PR.ICE	Qo,	A.moul"ll	01, 	 Affll)u�I 	 Oi, 	 Amo.uni	 e01"ml•'•

•'

R�,:'Fi■(il�- ;0oi.:ti1a K110c:� OuL Fi•d Raso, U;I' Ht. 16" scr

7

1080 I,	,.a11 eo

•

11 00 !

EA

CA

Q,47100

•

EA

611 co

111,300

1�(!(1

7!le3l'IO

{1(10 S,

•

SA

71MOtl

75eJ60

,7.6,4

I

'

,., '

2,811 M)

'

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•

,.,

•

'	Q,471 oo I  1oooo�J

'	2.e11wl  100 oo�I

LANDSCAPE• SHRl.59 • SUBTOTAL

SCheflll11111rt,Qrli;ol1."Trin■lla" I Se.haff!M.-, \8' H! & Sc,,

LANDSCAPE- GROUNJ COVERS

'

1980 !i	:i.,2140

s

EA

"'

\!,000

«.Jtl..a

...

s	237  S	l7&04

..,

322740
s	g471 00	a

44.3124G

'

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s  1148Q5.40

'

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•

3'=

l?JftOJ

'"

0

'

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s	4ot,.lt1...0

AJU\IMIIJ

...	378041  10000"-I

t.!>ooo

s

Pusi.111um r.otalum I Batu Gnl� Sod

l	•	'	38orgn I  ,ooool.l

s

'

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"-S6300

! 50 �

EA

1.06G 00

l,khM<1:1p11m,..., 11•11tor.:um 'Mina:nw I Mimlfle JaSINno 1 aol �• 11; 10" fuW

•

0

3Sl�20

OM  I	1,�_601;;.11(1

SF

3.52.92000

�-f'Dl■?tirurn MCU!dtlum 'Flontam I Flott"m 51 AIIU\ISI.IIW Sod

....

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12360300

ll!IOU77

0

•

s

21t.00411

5Ml00

.3Sl920

0

'

's	174,ijOS◄a l  1oi,oo-..l

'

s �300 I  101:,00,�I

LANOSCAPE• GROUND COVERS• SU9lOTM.

til,.OOil.4111

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10080$0

,,,

CV

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,

'	218,Qo-t1t

0

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10.06000 I ,oocm.-1

ll.NOSCAPI!:- JI\ISCE\.u\NEOUS. 8UBfOTAL

Soil Afoondmont

'

IARIC.A.TION • SUBTOTAL

IIUUG...TION

, IIMIGAllON STSTEr.4

jtOTAL t,,'OLTE ROAD PHASE 1

 NOft.TH :SOUTH CONNf.CTOft 111.0AD	 LANDSCAPE. TR£U

000

LS

'	10,080.lCI

LS

i 00

•

s	2:i.3.Ba1 00 �	2:J!li9tl100
Hl.Q81,00

I

670..1117 fill

'°"

lDDftnf!ll

•'

'

11,0l!JO_llQ

a

0

••

OOII

•

'

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• 2]),.1111.00	•
67Ufl1Al8	•

's	-  I •OIV,0' J
s	1�.DlD 10

1"

•'

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.U,.A.11 00
,,.,u,.,.,.

,.

1200

U•iu.uiuJOal'laonHo!t.. 2'C■.l,8 • B' HT

,000

Elll■oc.1111011:1,d!tcci■n1TMJJ11:.it1&NR'ue,t,,inv'r�. Y-C,.La-10 HX.)-4 W

,

Lilll!llll"S\milml• lncllc.11u,-L~•N I Mu.. _118 Cr•pa MW1.1•, •r A�, 10 H1 1 S 5p,r multlo&Ulm ful c:anoc:nr

.

"°"

.,

1400

;:,11,1.,.. • ..,,_�ni.■lm I Am■ric.■n F•--rnft,.. 3 !i"C"AI, 1al' Ht r7" s_.,

I..JOUWUll',laoal'MeumlJID,INl6Pl"r'w61 2"'A'\/Q 8 Hli.:8'Spr I H1�a·sc,r

'	,aoo

Ou.ucus \lirainlilo1 I Soul.hem u,..O.t. 3"C•I 12 H ,.,a .S11t

,,,,.

11700

S-b411111lmO'tl1:1/Ct1nhA.viP•lrt11llto 14 Cl •24"CT Sli,;;I,,.�

11C)(I

Jlmiu1ama1ie.■r.atAm■ric:a,,, Elm, l"C:al., 12' II,& Sflf

sao

S•hffl oalmeOo I C&Obaca, Pelfne(lo 1(1' C 1 M81r.hM

•
11

LANllSCAPE. TREES. !UBTOTAL

EA

EA

..

,".
""

••

EA.

e•

s	su�o s	10,IPOIM)

'

s	275°'1 S	J,lOO..OO

s

247 50 S

'"'"'' I

�0�00

'	605 QO $	.!1470 00

s

'	!'1�41 00 S	610(1la:J

s	l74SO  S	746:1!1()

3'3S50 S

2811400

'

�341 00 .S	501000
112,817.00

20
12

,.

., .,

108il()00	0	s

17

4,,07SO

0

i.207 l!iO

s

0

•

•

3l001l0

0

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s

0

•

0

"

647000

0

s	&J,DeJOO

•

'

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0

0

} nFW 110

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112.137.00	•

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108GOOO

5,V'JOOO

•

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s

.

1120750

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7,4111l!.I)

'

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s	5.u:1goo
11?,9l100

100000;.

10000,.

11»00,..

1000M.

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,ooo�

1000°"'-

100U°"'

JO(()

._t,rDO(llllllllmCl'liMnMfCt\l-Frirw::.11Fll,_r 20"HI Full

4e200

Hamol'.a Qjlt4(1$ ca111pai::t,,·

E•

IOUOO

Vib11muim "'1orailssimum r 5,,1,a,el Vibllfl'tum 11' ·2'4" Ht

UNDSCU"E 0SHRlJB!

'

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2	.".

11100

Ai,,a1/1, fbidlkr>' I ()aubl■ Kf!OCk OVI lud Rea.a,,a· Ht.urSGr

!;,\

noo

;;,osa.1c"Ftaclk0 /DoYbl■ Kni>c:.ltOUIRodRG.s. Hl'HI 16" Sor

•

11 co S	117'700

s

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3'640

000  S

10!0 -S	tSl-460

.,,
.7,7,

s	11.731QO

0

s

•

'

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0

0

21'1710

s

0

J6

•

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...,

10000,..

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"""'""

1,'32400

s

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10000,,

3564(:1

s

4.'37380

:,:,sou

Sd'.f'i'l1nie,baricola Tnl'IMl,a·rsctH1IIW11,• ,r·t-t1&Sar

•

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18!0 5	2 107 90
11 01.l 1	◄ 11500

,,.

•	412'!500	•  

,,. ••

2,11180	-..o..o.o.w.

LANJSCAPI: • GROUND COVERS

ill.12�00

,

LAt«lSC41"E. SHIIUBS. JUl!ITOTI.L

>'<•-rne,.dm.r·s1■,1,1,,d,,■ On,

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fi.!'iD S	,,. ""

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Ht�518

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50111il

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'

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24..514-IO

Is	◄2vao I  ,oo oo,o,;.

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p._� nut.■lurll { Bah� Ora._, Sod

'	•'	0 �1 i	15431!1&5

s	1a-4311u,I  0	•	M)\11li  •	,s.◄aeos  100�

SF

16QS1800

Si.no1av�rum :M1t;und1UJm "Flo,-..im ,Flofiwm S1 Auavr.lirio, &,d

'

0 'iO i	Q.38,141
L,tiNOSCAPE ·GROUND C-OYEl'I�- suaTOTAL	•	1oe,en.C11

• Q311111.i, I  0	•
l•

11:,.e1141 I  100 00".
_l.!,	J_a,�11.01

Muon

LAHOSCA.PE • MISC:ELLAHEOU$
,'

s	..,.T,	,mool ... T,	1maoT

0  1.	l ,.. ls	7,31112001

100DC%

CV

111000

50

0927034\209251\14837204v2

5'>11,\ffli,flllmon.l	I	000	I LS I'	s	- l	0  l•	·l	0 JL	•	s 	 ·..L•OIV'IO!

H\JGHES BROTI-tERS CONSTRUCTION INC
iµe Y'ielh� Road Wldv.�-,d.Fl 347S!i

O.te: 3125122

UNT	UNT	AA401JNT 	 I>

Project Live Oak lake COO Spine Road lifl)l"ovemcnls	SCHEDULE OF VALUES	PAY REQUEST� 21

1a<I
100
1'0
1'0

LS  •

LS

"'" Dal lt.1110 - D1r,e..:cPur<!:NU Deduellon

LS s

'

h'lttlijM WAIAIWO(I,;$. Direcl p,,m::11'1:HI Ooioctucl,on
SUSTOT�L c.-...NGE ORDER NO 1

LS •

1,�,,572:e) S
['4:J 5l2 !!S) S
1301 ue lH s
r8'1E1�4-t) �
i

(1U,?.$,.?AI
!431\3'�
(301 ,,a::nl
(flll!l.40244)
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100
,.,
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fJDl.22-El:J.11

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1!i3,252.?r.1

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141532 S61

s

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•

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l◄3Sl25111  ,0000""
{301.,,!1311  1000M.:.I
{908 4();''"'41  ,ooou,J
i1,3t6.416-S1I

 CH.INGEORDER NO. 2A	
EARTH'NOR.K, DENOUTK»I, & EROSION CONTROL. MASS ORA.OE
170 C&Mr & Grub ll"lr4f'l!ltl Qto"'A)
100 C	r & Gn/b{Wooc!ed Arua - O&tis,al
200 Oilk Pt".VIOLal Fi.. d i\tw■!I

,1 00

..

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AC •

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62&000 S
41500 S
250  S
220  S
2.35 S
22� S
2 ,s S
21S  S

1.32000
36,0£.000

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s

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"-m tia zo titu1vatcr1
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Gr11dt- FUJlriiw,
S.i.dlM11.ldlhl.K Fi.llA/911
!WBTOTAL EA�THWOR)(. OEMOLlflOM, I ll!ltO!IION <:ON'Tlt.Ol - MASS Ci�

600
4,MSOO
11-0.08300
-11J.40!1100
.11.2Jaoo
-S7,4S.800
-J0.-1fi600
-M.MJ; 00
20.r.-4600
2QOA800

AC s
CY $ CY

1311a,e.o eoon:,oo $

10,76700  Q.1500  •

2 400 00

000	s

CY

'

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CY

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(2.!i2M50J -1123!1.00 $
11,1�;;-01 -s7◄ee.oo s
(a.4 £:151 QOJ -»4MOO $

_1.l200D
30'-"0CO
24a:IOO
1079750
132.11121)()
(0351-901
U'&..285.50'1
j,-:,l:3S0020i
e.41:1!t100

,
011,0

o,o oon 000
000
000

•

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1 00
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◄Jl600  s
!OOl!lOO  S.
•1U4800 S
1t2J.AOO S.
•574MOO $
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11,,oC'IO
ll!.QdOM
2:411000
10.tUSo
132.112.60
M3.J!aaol
!2S.29SS0I '123-SWZO\
[fl.4,1!�1 '101

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10000\i;
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100�

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028

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(11S,:2l4-U1)

STORM DRAINAGI: SBTEM-M.U.S GllAO!
:.C,11  l-12"RCPCI.III
9U8TOTAL STORM DRAINAC!i S¥&Taw ...�s GllADf

14'00

LF •

104 75 15

Ui OPAOO
1!5.,014lJO

, ... Oil  s
'

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15,UM.OO

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14400  s

15 CB� OD I
IS.01400

... .!4" RCPCllll

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-

050 >O"'RCPCLIII

,.,.

10>0 ao'N{.$

102(1(1
-141 00
., 00
100
l6A-ll0
1t'.HlO
100

...

LF  '

LF  '

5280 S
(;970 S
105500  lo
113'50 S
2225 S
1775 S
.lillS.loO I

5 Je5 20  1020D  s

f�f!.8070) -141 OQ

.

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89:550
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000
000
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o,o one one
0 00

•

10200  s

'•

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Conn6<;1U11 Ei,. Su:,rm Smx,ur.
18"RCP-ln�.r!.ll'.,Qn Oilvl00-034-..D:l.._-E,., MHI

IS  s

(1 655001
17:l15tl

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•

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,._w J,.._,,nh.:ala-e...-Only

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EA  s

'

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3 •2S7!i  1'-:!-00  •

l!IUBTOTIIL STORM DRAIHAGE�V!IT"EM. NOLTE ROAO

AA��
l,T101!1

, 00

•

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�696101  10000%
(165500)  ,oo�
1,13250	10000,..
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3•'57S	10000..
llll'i60	,oooos.
l,111.21

 

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1

171,H:JH

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175,&(l).M

I

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'JOTA.1... LIVE O.liK Ut,KE COD !l�EROA.D LA�OSCAPE IM�OVEt.10,ln

•
•

1,055,.!�112

J 1,055.551.ll

I

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JOTA.1. Lt\l"E: OAk. Uk.I! COD 9PL'IIEROAO IMPROVEM£HTS

0140S•74J

$ IIJ�40.541-◄J

I

t;i+O,k7 47

Now .. rm::i,oc;k - Oire,c;I Ptlll,flll5e OaaucllUO

"'"' 41J1od Pt11«1sl • D',itci P11rc.h&W Dwuc.titlr\

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CHANGE ORDER NO. 1
MISCELLANEOUS

"''

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7,lUlllO

1:ll,14:100 I  IOOOO"i
12114.l QO

,re.,.

PRICE;;

Amounl

ai,

it..inaunl

r'-ompl&l6

OESCRIP'TION	Ql<

�. Lo1P111"10.:I	Thi,P.1lod	Com�,il"loO.altl	'°'•'

ILANO�CAl'e.. MSC!!LU,,-£0\JS. SUBTOTAL
I			'	7,]9200		I	
7,JH.00		
l1Rfl:1c.A'ftO!t									
1 [IRAIGAnON SYSTflro,	'o,	LS  s	121 1.11300 S	1::1 14!100	100	s	12114300	000	
!numiATK>N. SUBTOTAL			1	121.14300		I	U1,1"100		

51

0927034\209251\14837204v2

Ol:IS I	W•5.2.>.81 -66i;s50D S.	/4l5'7Z5l	000		-&1116500 S	143527;!,)	10000"!.	
D4S  K	1."\"40M  X:W,4!00 $	133"-07Cl	000		79040 00 5	1l:W070	H)OOO'I,,	

IUO	k".11	t111IO"	2'61l0	LF	s	a1s Is	l.,I.Q:,ti"ST :;,11.!i 011 11	2.o11n.1:!i I	one	l:s		r	:.-Moo Is	2.!QJ 15 I	10000'!6.I	
11'111D lcor1dult2·	440(10	LF	s	101 s;	1.024,00 I	4400� Is	2..02400 I	000	l 1		l•=ls	1,02400 I	100Cllr.iil	
	5U9TOTA.L lflRIC:ATlON Sl.EE\!£5 • JolOlTF- .FI0,6.D				1,
I	,u,11&1	Is	4.s111o I		l•	
-	.	I	Is	4..517_n		

HUGliE;S eROTHE;RS CONSTRUC rlON, ING
9◄8 w.·�,Roed
\V.ltlw-t. FL 34185

Date: 3125122

Project Live Oak Lake COO spne Road lmprovemenls	SCHEDULE OF VALUES	PAV REQUEST# 21

ITtM

l.a,J�n..,,:i	Thia P11oriod	!"'.omph1.lel0D:i1Q	IQl11l

DESCRIPTION

Olt	urn

	P�CE	

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..)200
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10<1 75 S 'I 1il"i00 S 2 IM5.00 S
2-5-'500 S

l.9�1,)OJI  , 00
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•

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1U700l,

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l111'170Dl),

STORM DRAINAGE.9VST!.M • C�ECTOR
mo Ui•A.CP 2800 l!rRCP
mo 31!1•RCPCI.III

(1144!O� ·3200

s

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1.,8541'0
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27.1302:1  10000�
18.371JOCJI  10000,;
l2.04�00l  ,uooa•..,
2.S,9SOO	10000,.
1,E,5400	10000,;,
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IIUtilGATION Sl.EEVf:iS,.CONNECTOR
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34AO C:anduitT
�UBTf:ITAL IR,tjCiA1ION !!L�EVU • CONNECTOA

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El.EefNICAL &.STREET LIGHT snr,...NOLTI; ROAD
NClnet\lnw
SUIITOTAL ELECTRICAL&. STREET llGHT SY9TEM- NOLTE ROAD:

100

LS  s

5B1.763t' S
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5e2711J6
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5'1,:Z71,lf

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Nr,,, IPvClnQ11■M
9UBTOTAL ELECTR.CAL I. STIIIEeT_UOHT SV!.l™• CONN�CTO":

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I I

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Now l1o.1ndoboul P•wrTub:t
SU6TOTAL PA\IING INOLTE IIIDAQ\

180000
1,moc

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l 65000
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SUITOT.ll CHMOEORO?lt NO l

I• I

41,79001

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41.710.0111

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1950

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1.1 76DOi:n1  ,cooo�
91015 I  10000�
1:1,304 00 I 10000%
1l,N2 OS

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CHANGE OllD9' litO 4 IIA.VING INOLTE R-OAOI
1lQC IAddhional ,• LlmfJf'OCloDue
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13S4900
•21000

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(35115011  1:210
1•4.712.lOj

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1a1a�60 I  lll000% ll !II t �G\I 10000«. 1477:tl.O

J'AVNG (COhW?ClM

AUOUNT 	

52

0927034\209251\14837204v2

4.15C-25	000	
;i,c:i,, oo	000	
71Q2_2S		
		
H,111151		

HUCiHESBROTHERS CONSTRUCTIQN, INC
v.tS\Vallt11rRoac
Vl1ldV1·<1ad, Fl )4765

Pro;ecl: Uw Oak Lake COD SpiM Road lrnprovel'OOnls Date: 3/25122

SCHEDULE OF VALUES	PAY REQUEST# 21

ITEM	OESCAIPTION	QTY

""'

UNI
P,CUCE

LntPN10rl	Th11.P1nod	C:Dmp lal• IOl !bl&
AMOUNT
jlly	Amcunl	QI	Amcunl	-9!!	Amounl

la..t.al
Com£!!i11

3250 M¢1,:i,MI �• Li.muack 81•

7.78000

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7700

•	1D,.51l3DO	0	•

m,o

lll.50JOO

10000'.li

JJ:!7'  .Pevue.i,.  Coo.- i�I
IIUBTOJA1. �A\.'IMQ tCON1"CCTORI

susror1.1. CHANGE ORDER NO "

...

CHANGE OR.Dle.R ltO §
RECLAIIIIEO W.-.TER 0'91 S'l'9TEM 'NOLTE ROAD1

4�,,o�i,oo	SF

1<'15 )	m•.ZQ:.'5C:II
lt.1H--501

I	1,,1:ia2._A()

• l1Z.�G�-5m	0	•
'	11,TH,OQI	•

s	U,IIUl!IQ	'

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11;.!:'1Jl4101
'1,71i.S01

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Now

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SUSTOTAL RECLAIMED WAlliR DIST SUTElil INOLTE ROACIJ

RECLAIMED WArt" DIST. SV$T£M ICOHNECTORI
r·R1dlllm.-c! l1no.l1ian .s.rw:wi
SUBTOTAL 111:CLAl�l!!D WATER OfS.1 5'YSTEMI IC.ONNECTORI

SUBTOTAL CHANGE ORDER NO.�

CHANGE OR.DER NO 6
ELECTRICAL, STREET LICHT SYSUM /NOL.TE ,t0.a.DI

1 QO

1 00

EA s	19171§  S	A0f1U:	,
.... ,, 1S

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11134,Jn

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17,ll4-3Q		I		

				
14251!1 Otl	00	I	, 0	
14,258.00				

13712.0fll	00	s	, 0	

'	17,8:M lO

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..... 60A.MP:Se�-«1 lot'lrrKu11ionCon!rd•r
SUBTOTAL !i.�CT!UCAL & STl1EET LIOHT 8V$1!M INOLTE ROAOI

ELE-CTRIC,._L & STREET UOHT .s'l'S.TEM lC'ONNEcto10

, oo

E•  •	1<4,256 00 S	14156Ctl	10

'

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s	1◄�II 00
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,us TOTAl. CHAHOI!! O..DE" NO l!I

, 00

EA '	137� 00 $	1J77200	'0

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s	13,7r,1oo
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CHANGE ORDER H-0 7 PAYL."tG iNDL..TE MOAD�
""w h.'l'.lka Rd pi, I E11Mi"" RnunMboLll lsitnd !> Slr1oi"'" R&\IJs.M
!IUBTOTAL fl'AVINQ fNOLlE ...,..,.,...

,,.., 2:.5' SP9S.IUOhall

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, 00	LS

•BO 00

SY

575800 S	5neoo  10

•

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$	5751!100	00	•
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....

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$	r, 111000,

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Now N/S Ccm1c\orFlnur.t.lDOutllland Slrip.na I .c:levt«ion SUBTOTAL PAVlNG �CONNe.GTOl'U
... NORTH SOUTH CONNECTOR ROAD IRRIGATION

100

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tl.200.50

20020

..

1�7005(,	00

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SUHTDlAL CHANGE: OROER ND 7

,oo

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E;o.RTi.NIORl(.01:::MOLIT�. I. EROSIOMCOM'IROLIMA.SS GIIAOE)
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SUBTOTAL i;:ART'1W0� PEMOLITION, lEIIMION CONT"OL ir.t,1,$$ CR.1,DE.)

"'"	MO

1 ..!2250 S	.t. 567 §0	'0	•

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Now Lel'll.lsa.DI MainionatM:GADfll9fflMt F'11 SeM,■
SUBTO'UL �LTE R0.60 PIUSE 1

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ll,75\ 00

1J,1S1 00

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4,511.!loD		I		I	C.SC,T,150		

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53

0927034\209251\14837204v2

HUGI-ES BROTHERS CONSTRUCTION, INC
P<IRVl.;ltlrRoad
w•o.-ooa.FL lol785

Project; UV8 Oak Lake COO Spne Road Improvements 0ate; 3/25/22.

SCHEDULE OF VALUES	PAY REQUEST# 21

I-.ICflTHl!IOUTH CONNEC:1'01' ROAO
.... l•rw:J1c.9- Mlinlllnano11...,n,emont Full SoMc11
SUMOTAl NoATHr.iOUTH C'ONH!:CTOR ROAD

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4,074.(]0 S
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40.64050

CH.',NGE OM>E" NO i
CENEAAL CONDITION$
8UQTOTAL Cl,cNEM.l. CONDITKINS	'
Now i\ddih1;in-1 Pha,e Lin. Sia�in" WI EI.WliOf\$	100	LS

660000 l
'
2.75000  S,
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6,8000lt

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Mo""inD e•1Rna P-:inds
SUltTDTA!. l:AArHHO!lf.K DEhlOLITIDH,6 EROSION CONTROL !MASS OR.A.DEi:

100

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27�00
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2,7i000

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2.7.SOOO

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NOLTE"OADPH1 IRFUC.UION
No•  Mllfll h70•'U)Ql12 m11z1 • �1121\
:SUBTOTAL NOLTE ROAD PH 1 RIIIIGA.TION

,

..

11�44 S

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11144

10

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Now Ma1er �10286101 m112:1 - &1112n

..

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Mo\&r 11no12012i1,1121. u,,2n

N... Wa�rTru�k.,,..'OP1rtl0t(&l23· 8-'?6
Now PNlza Lm11 landCCII tna
SUIIH01.Al. NOR:1H SOtJ'rH CONNECTOR lltOAO LANDSC.I.PINQ & IRRK.AT10f4

7000
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248 23 S	,�,:,,
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1 07S80
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1 Q7SllU	lODOO"A
S 20�00	10000,.
7,IUH

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•
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1710,,0

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17,1Dt.O

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21,000 S
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100

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275000
1,.150.DO

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17,106.£3

CHANGE ORDER W0.10
MISCD.LI.HEOUS

s
s

067118
J1 �7246
2J;j'l2iJ
f.tl.."89]7

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CHANGE ORDER NO 11

CENEltA.L CONDITIONS
.... l.ddijonal PNIM liM 51•\.inc:i w/ fll!!Vllli!l n•
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SUEllOlAL NOLTE RO PH 1 8klNAOE

NOLTE RDPH 1 IARIGATION
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!iUOTOTAL. NOLTE RO PH 1 IRRIGATION

100

EA

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74826
24121

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7.81400

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I

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NDRTH SOUTH-CONNECTOR ROAD LANDSCAPINO .&. IRRIGATION

UU;	I hlriod	T	rinP(ltJCcJ	COll"l	p,ltiLII kl 0•""	Tol&I	
P�ICE	_9tt	.........	o,	
MTIDU�I	01	,;
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11EM	DESCRIPTION	QTY	UNIT	U"l

AMnl!NT

54

0927034\209251\14837204v2

,N.o,w.	Aliff Pr..:ut - Oire-1;1 Pi.r�•M o..Judion
Dool Zo\10 • Dlroct Pl,,rd'la� D1u:lue�on	,..,
'00	l$
LS	I
s	1U!712.ll
:,1.1112�1	$
S	gar, :a
:Jt.'1172.4!5	
No•	F'G1111R"ll w,t.lVl'Cl� • Olrad Purd't•M Oa(juetlon
SUl!ITDTAL r.'ll�EllANEOlJ:S	'OD	LS	•	i3�203	S	�3'253
M.eMl7	

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1,toono	I	1.tDOJK�		1			110000		

s	:.>4fl2.8	5	1"'9.3	10	
		'	2.a:z1		
					
s	71!.1400	5	,e,•oo	10	
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HUGHES BROTHE� CONS�UCTION, INC
gi:,a WoJ.M�o.11"
Wt.ht,;uod. R. 347!5

55

0927034\209251\14837204v2

Diill{A: 3125/22

Pro,oct l..Jve Oak Lake COO Spine Road Improvements	SCHEDULE OF VALUES	PAY REQUEST# 21

QT¥

""''

EA .

TI111P1nod

UNIT PFUCE

Ah.�INi

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1 D
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411151 •

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'""

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'Ill! 71 S

403(12'
4<1151
?Mi'.'140
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5

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1000(!�

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�•'.JJrfruc:11.wiO f8tor-8.,.Ml<dUrotiori
!UJBTOTA.LNOLTE RC PH 1 I. NJS CONNECTOR AOADIRRKJATIQN

20000

...  s

9978 i

11175'!! na  >000
11,75100

SUBTOTAL CHANGE Dl'U>!!ll ND 11

•
•

•
'I

•

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1�.756 00
11,'75&..00

oc

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11,011M

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1075'600 ,0000,.
18,75000

11.0tt.lH

CHNIGE ORDER NO 12
Eutnw�  D6ft!Olltf01'11I. E:rHf•n Control IMM� On11J•j
,.,....., lr■--e:cL Con1lrutlien F•l'IC41..,/Wif\d $Q"ftraOfR1G.1.1irld\ Jau1:11ataJ &rth•crt. o-c�ticn I. El'Olllon Ccn1rol fMAN Gred11111

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a.ieu s

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HUCHES 8"0THERSCONSTfoUCTlON, INC
l}.48 Wel�111r Road V,ildwcmd. FL l47ftS

Pro;ecl: Uve Oak Lake COO Spin,e Road Improvements Date: 3125122

SCHEDULE OF VALUES	PAY REQUEST# 21

Lnsl?&ttod

Th:..Per1od	C11mplelek>01lt	Tutal

ITEM	DESCRIPTION	QTY	UNIT	UNIT
PAie,

AMOUNT 	
�	Amount	Olv	Amoun1	"Y	A"1Clllrll	Comoi..ho

	NOLTE RO PH 16 MIS CONNECTOR RblRR.IGATION												
N•w	W■t.rTrutkwlOO.tator• 9,.,,;•kch.ntion	.s-ar.o	HR	'1,616 S	/.Sl8.2&021	-&QC	(5978021	ao	'		'	1i.6!1t0ll	1®.00"	
	SUBTOTAL NOLTE RD PII t I. JriitS CONNECTOR RDA!J 110,10,UK>N				.'	J�filO:Z		{S.18.02					15,u.a.Al		
														
	!iUITOTM. CHANGE ORDEk NO 14				l10.3Q..11.i21		(10,:ll::i::iJ)				$	C1(U,8!oi2		
													
	GRAM) TOTAL LIVE O.AK LAKE. COD SPINE fK},t,D IM�OVENENT6				' ■,§Cll.7107,.		i  8,.§111,710.71				,.�1,111171		

....

56

0927034\209251\14837204v2

HUGHES E3ROTHEH5 CONSTRVCTION lNC
D48 W11�Qil' Ra.Ill'
WW,.,.oOrd, Fl .147.!S

EXHIBIT “D”

Existing Credit Requests pending with the County currently:
NLV Accounts – Nolte Road Agreement Account (trust Account CM043-M3.202103) currently has +/-
$1,058,000 in the account
Submitted to the County on 4-25-25 for $24,744.01 and $173,415.17 (Totaling $198,159.18) in credits for the Construction and Land Costs for ponds 13,16 & 20 per the agreement. Pending to be assigned to a NLV account by the County (affidavits submitted to the County.)

District Account– Account set per the Nolte Road Agreement:
TRU 197, Currently a zero balance. Submitted to the County on 4-25-25 for $80,389.76 per the agreement. Pending to be assigned to a District account by the County (affidavit submitted to the county.) (Exhibit C)
NLV Account – SDP21-0007 - Account to be setup per The Hickory Tree and Alligator Lake Road Agreement. Affidavit submitted to the County on 5-1-25 for $1,188,144.28.
Future Credit requests due to Phase 5 - Pond 19 construction.
Future CDD or Developer Account – (Dependent on who physically constructs pond 19 Account set per the Nolte Road Agreement:
TRU 197, Currently a zero balance. Pond 19 Construction to be completed and certified complete with the construction of phase 5 in the new few years. Affidavit will be submitted to the City of St Cloud after annexation with a projected amount of +/- $ 87,739.76 (see attached exhibit H- 1319-001.pdf phase 5)

Future Developer Account – Account set per the Nolte Road Agreement:
TRU 197, Currently a zero balance. Pond 19 Tract area Land costs conveyed with the construction of phase 5 in the new few years. Affidavit will be submitted to the City of St Cloud after annexation with a projected amount of +/- $ 103,769.51( see attached exhibit H- 1319-001.pdf phase 5)

EXHIBIT "E”

59

0927034\209251\14837204v2

Project Name		
Twin Lakes Phase 1 Environmental
Monitoring I Maintenance		
Entity	Permit Number	Permit Type	Issued	Expire	Comments	
ACOE	SAJ-2015--00864	ACOE	911/15	8/26/20		
Twin Lake Phase 1A to 1D						
Entity	Permit Number	Permit Type	Issued	Expire	Comments	
Osceola County	SDP15-0060	Sile Developmenl Plan	10115/15	10/15118	Project Closed	
Osceola County	SDP15-0060	Revision #1	4118116	10/15118	Project Closed	
City of St. Cloud	15-20.10	Utilities	918115	NA	COG 's issued	
FDEP	0076597-370-DSGP	Water	10126/15	10125120	Cleared	
FDEP	0339003-001	Sewer	10/26/15	10128120	Cleared	
SFWMD	49--02449-P /App #150421-10	ERP Construction	8/17115	8117120	O&M CDD	
SFWMD	49--02449-P /App #150421-10	ERP Conceptual	8/17115	8117135		
Twin Lakes Amenity Center Phase 1F
Entity	
Permit Number	
Permit Type	
Issued	
Expire	
Comments	
Osceola County	SDP15-0112	Sile Development Plan	10/15/15	10115118	Projecl Closed	
City of St. Cloud	15-20.10	Revised lo add Phase 1G	1114116	NIA	Projecl Closed	
FDEP	0076597-37-DSGP	Water	10126/15	10125/20	Cleared with Phase 1 of Twin Lakes	
FDEP	0339003-001	Sewer	10129/15	10/28/20	Cleared with Phase 1 of Twin Lakes	
SFWMD	49-02449-P /App# 171130-3	ERP Mod	10/21117	12/21122	O&M Twin Lake HOA	
Twin Lake Phase 2A						
Entity	Permit Number	Permit Type	Issued	Expire	Comments	
Osceola County	SDP16-0088	Site Development Plan	12112/16	12/12119	Project Closed	
City of St. Cloud	16-20.16	Utilities	11/28/16	NA	Projecl Closed	
FDEP	0076597-405-DSGP	Water	8/25117	8124122	Cleared	
FDEP	0339003-002-DWC/CG	Sewer	9/21117	9120/22	Cleared	
SFWMD	49-02449-P/ App# 160912-11	ERP Mod	9130116	9/20/21	O&M CDD	
Twin Lake Phase 28						
Entity	Permit Number	Permit Type	Issued	Expire	Comments	
Osceola County	SDP16-0088	Site Development Plan	12/12/16	12112/19	Project Closed	
City of St. Cloud	16-20.16	Utilities	11/28116	NA	Project Closed	
FDEP	0076597-405-DSGP	Water	8125117	8/24/22	Cleared	
FDEP	0339003-002-DWC/CG	Sewer	9/21117	9/20/22	Cleared	
SFWMD	49-02449-P/ App# 160912-11	ERP Mod			O&M COD	
Twin Lake Phase 2C						
Entity	Permit Number	Permit Type	Issued	Expire	Comments	
Osceola County	SDP16-0123	Sile Developmenl Plan	12112/16	12/12/19	Projecl Closed	
City of St. Cloud	16-20.16	Utilities	1216116	NIA	Under Construction No Expiration	
FDEP	0076597-489-DS	Water	1214/20	1213/25	Cleared	
FDEP	0339003-005-DW C/CG	Sewer	11119/20	11/18125	Cleared	
SFWMD	49-02449-PI App# 161018-14	ERP Mod	11/2116	1112/21	O&M CDD	
Twin Lake Phase 2D						
Entity	Permit Number	Permit Type	Issued	Expire	Comments	

60

0927034\209251\14837204v2

Osceola County	SDP20-0095	Site Development Plan	12/2/20	1212123	Project Closed	
City of St. Cloud/ TOHO	WAS20-00022	Utilities	11110120	NA	Project Closed	
FDEP	0076597-489-DS	Water	12/4120	12/3/25	Cleared	
FDEP	0339003-005-DWCICG	Sewer	11/19/20	11/18/25	Cleared	
SFWMD	49-103927-P/ 200813-4055	ERP Mod	10/23/20	10/23/25	Transfer lo HOA	
Twin Lak.es Phase 3						
Entity	Permit Number	Permit Type	Issued	Expire	Comments	
Osceola County	SDP21-0191	Site Development Plan	4113122	4113125	Approved - Need Precon Mtg	
City of St. Cloud /TOHO	WAS21-00069	Utilities	2/22122	NA	VOID	
TOHO ( replacing St. Cloud)	24-0041	Utilities			Under Review - Pending DA	
FDEP	TBD	Water			Under Review - Submitted to TOHO	
FDEP	TBD	Sewer			Under Review - Submitted to TOHO	
SFWMD	49-106371-P/ 211222-32542	ERP	3/4122	3/24127	Upon completion will transfer lo HOA	
Twin Lakes Phases 3-8
Entity	
Permit Number	
Permit Type	
issued	
Expire	
Comments	
Osceola County	PS17-00023	PSP	6/6/18	6/6/20		
Osceola County	PS19-00009	PSP Revison	11/21/19	11/21121		
ACOEIUSFWS	SAJ-2016-00790	ACOE	1112118	8/15121	Expired	
USACOE Mitigation	SAJ-2009-01047	Federal Credit Transfer	1112118			
SFWMO	49-022449-PI 161209-13	Mass Grading	6/5117	615/22	Expired	
SFWMO	49-104134-P/ 200218-2818	Conceptual	10120/20	10120/40	Conceptual for Mass Grading	
FFWCC	GT-20-00413	Gopher Tortoise	11/4120	1114/22	Expired	
				Noles from Nicole G. 3-8 phases had USACE and ERP permils that	
					have now expired for the construction phase. USAGE had the	
					impacts performed and had proof of their EIS (indigo snake)	
					payment for Incidental Take. GT were relocated off some phases but	
					all the GT permits have since expired.	
					SFWMO had most of lhe wetland impacts performed .Both ERP and	
					404 (whoever it Is) will need to be reapplied for stormwater	
					construction level approval. For SFWMD- they will try to'find" more	
					wetlands.	
					Preconstruction survey for Gt and burrowing owl will be required and	
					new permits for relocation or avoidance needed.	
Twin Lakes Phase 4A and 4B						
Entity	Permit Number	Permit Type	Issued	Expire	Comments	
Osceola County	$DP21-0110	Site Development Plan	11112/21	11/12/24	Accepted and Closed	
TOHO (formerly St. Cloud)	220187	Utililies	4120/22	NA	Accepted and Closed	
FDEP	0076597-534-DSGP	Water	3130/22	3/29127	Cleared	
FDEP	0339003-009-DWCICG	Sewer	4112122	4112/27	Cleared	
SFWMD	49-105516-P/ 210713-6809	ERP Mod	8118/21	8118126	Need to transfer request in progress	
SFWMO	49-104134-Pi App 200218-2818	Mass Grading	10120120	10120/40		
Twin Lakes Phase S						
Entity	Permit Number	Permit Type	Issued	Expire	Comments	
Osceola County	TBD	Site Development Plan				
TOHO	TBD	Utilities		NA		
FOEP	TBD	Waler				
FDEP	TBO	Sewer				
SFWMO	49-t04134-P/ App 200218-2818	Mass Grading	10120120	10/20/40		

61

0927034\209251\14837204v2

SFWMO	TBO	ERP				
Twin Lakes Phase 6						
Entity	Permit Number	Permit Type	Issued	Expire	Comments	
Osceola County	TBD	Sile Development Plan				
TOHO	TBD	Utilities		NA		
FDEP	TBD	Water				
FDEP	TBD	Sewer				
SFWMD	49-104134-PI App 200218-2818	Mass Grading	10120/20	10120/40		
SFWMD	TBD	ERP				
Twin Lakes Phase 7A and B						
Entity	Permit Number	Permit Type	Issued	Expire	Comments	
Osceola County	SDP-21-0036	Site Development Plan	6124121	6/24124	Phase 7A is closed/ Phase 7B pending plat recording	
City of SI. Cloud	WAS21-0010	Utilities	12/15121	12115/22	CDC Issued	
TOHO	220179	Utilities			Need to send close out docs to TOHO for Phase 78 and Bond	
FDEP	0076597-521-DSGP	Water	9130121	9/26/26	Cleared	
FDEP	0339003-008-DWCICM	Sewer	9130121	9/29126	Partial Clearance issued for 7 A - Need Final for 7B	
SFWMD	49-104766-P/ App 210226-5461	ERP	4113121	4113126		
Twin Lake.s Phase 8						
Entity	Permit Number	Permit Type	Issued	Expire	Comments	
Osceola County	SDP19-0153	Site Development Plan			Closed	
City of St. Cloud
FDEP	
0076597-501-DS	Utilities
Water	
12/17/20	NA
12/16125	Closed
Cleared	
FDEP	033900.-007-DWC/CG	Sewer	12/23120	12/22125	Cleared	
					Nolte Road included- Partial CDC minus Pond 19 Closed- Need to	
SFWMD	49-103983 /App 200825-4119	ERP	12/17120	12/17125	do iinal compliance and tranfer lo CODI HOA	
Twin Lakes Phase 8 Amenity						
Entity	Permit Number	Permit Type	Issued	Expire	Comments	
Osceola County	SDP20-0109	Site Development Plan	11/4120	11/4123	Closed	
City of SL Cloud TOHO	WAS20-00026
NA	Utilities
Utilities Record Drawings	11/20/20	NA	NA
As Buitts Under Review	
SFWMD		ERP Mod				
Twin Lake Office					HOLD per Scott	
Entity	Permit Number	Permit Type	Issued	Expire	Comments	
Osceola County	SDP-23-0028	Site Development Plan	3112/24	3112/27	Approved- Need Precon Mtg- Fees due	
TOHO	230062	Utilities			Approved- Need Precon Mtg	
FDEP	0076597-617-DSGP	Water	4123124	4122129		
FDEP	0339033-010-DWC/CG	Sewer	4126124	4/25/29		
SFWMD	230224-377 26	ERP Mod	B/17/23	8117128		
Twin Lakes PSP Phase 2						
Osceola County	PS15-00025	PSP	11/18/15	11/18117		
Twin Lakes PSP Phase3-8						
Osceola County	PS17-00023	PSP	6/6/18	6/6/20		
Osceola County	PS19-00009	PSP Revison	11/21/19	11/21121		

62
0927034\209251\14837204v2

Section VI

Section C

1

Live Oak Lake CDD
Field Management Report

May 15th, 2025 Jarett Wright
Field Team Supervisor GMS
Live Oak Lake CDD Field Management Report | GMS 2025

Landscaping Update

Landscape Items
Scheduling a full CDD irrigation walkthrough with Blade Runners and IMC 5/13/15.
Problem areas in the front entrance median are being investigated. Fertilization treatments were conducted, and watering schedules were increased to accommodate.
Installation of new plants at the Reserve signs was conducted. Any plants that did not survive the installation will be replaced.
Ornamental grasses will be cut back on 5/12/2025.
Dead plant material across property is being removed.

2

Live Oak Lake CDD Field Management Report | GMS 2025

Landscaping Update

Landscape Items Continued

Conclusion

For any questions or comments regarding the above information, please contact me by phone at 407-750-3599, or by email at JWright@gmscfl.com. Thank you.

Respectfully, Jarett Wright

Section D

Section 1

	LIVE OAK LAKE		
	COMMUNITY DEVELOPMENT DISTRICT		

GENERAL FUND	Check Run Summary May 15, 2025		
Date	Check Numbers	Amount	
04/10/25	667	$0.00	
04/23/25	668-675	$27,221.21	
05/01/25	676-679	$32,257.49	
Total		$59,478.70	

Page 12

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	5/07/25	PAGE	13
*** CHECK NOS. 000667-050000	LIVE OAK LAKES-GENERAL FUND BANK B LOL-GENERAL FUND
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#
4/10/25 00024	9/30/24 287495	202409 320-53800-46205	*	54,890.26
SOL REPLACEMENT/PLANTER
2/11/25 287495	202410 320-53800-46205	*	4,100.70- SOD REPLACEMENT/PLANTER
9/30/24 287495	202409 320-53800-46205	V	54,890.26- SOL REPLACEMENT/PLANTER
2/11/25 287495	202410 320-53800-46205	V	4,100.70 SOD REPLACEMENT/PLANTER
JUNIPER LANDSCAPING OF FLORIDA, LLC	.00 000667
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4/23/25 00045	4/14/25 144730	202504 320-53800-35001	*	9,452.85
IRRIGATION REPAIRS 04/25
BLADE RUNNERS COMMERICAL	9,452.85 000668
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4/23/25 00036	4/15/25 00103585 202504 320-53800-46801	*	998.65
SVCS 04/25
CLARKE ENVIRONMENTAL MOSQUITO	998.65 000669
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4/23/25 00006	4/21/25 22444502 202503 310-51300-31100	*	320.00
SVCS 03/25
DEWBERRY ENGINEERS INC.	320.00 000670
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4/23/25 00010	4/01/25 88171192 202503 310-51300-42000	*	67.06
DELIVERY THRU 03/21/25
4/15/25 88315864 202504 310-51300-42000	*	123.17
DELIVERY THRU 04/08/2025
FEDEX	190.23 000671
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4/23/25 00001	4/01/25 138	202504 310-51300-34000	*	3,541.67
MGMT FEE 04/25
4/01/25 138	202504 310-51300-35101	*	105.00
WEBISTE ADMIN 04/25
4/01/25 138	202504 310-51300-35100	*	157.50
INFORMATION TECH 04/25
4/01/25 138	202504 310-51300-31300	*	437.50
DISSEMINATION AGENT SVCS
4/01/25 138	202504 310-51300-51000	*	.27
OFFICE SUPPLIES 04/25
4/01/25 138	202504 310-51300-42000	*	11.10
POSTAGE 04/25
4/01/25 138	202504 310-51300-42500	*	1.35
COPIES 04/25
4/01/25 139	202504 320-53800-34000	*	1,378.17
FIELD MGMT 04/25
GMS-CENTRAL FLORIDA, LLC	5,632.56 000672
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
LOKS LIVE OAK LAKES SHENNING

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	5/07/25	PAGE	14
*** CHECK NOS. 000667-050000	LIVE OAK LAKES-GENERAL FUND BANK B LOL-GENERAL FUND
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#
4/28/25 00035	4/16/25 02232634 202504 320-53800-43001	*	3,879.11
SERVICE THRU 04/14/2025
4/16/25 02232634 202504 320-53800-43000	*	28.26
SERVICE THRU 04/14/2025
4/16/25 02232634 202504 320-53800-43000	*	28.53

ORLANDO	UTILITIES COMMISSION	3,935.90	000673	
- - - - - - - -	- - - - - - - - -	- - - - - - - - - - - - - - - - - - - - - -	- -	-	-	-	-	-	- -	-	-	-	-	-	- - - - -	- - - - -	- - -	
4/28/25 00037	3/19/25	62619-03	202503 320-53800-43100	*	3,473.01	
SERVICE	THRU 03/12/2025	
TOHO WATER AUTHORITY	3,473.01	000674	
- - - - - - - -	- - - - - - - - -	- - - - - - - - - - - - - - - - - - - -	-	-	-	-	-	-	-	-	-	- -	-	-	-	-	-	- - - - -	- - - - -	- - -	
4/28/25 00037	3/19/25	62746-03	202503 320-53800-43100	*	3,218.01	
SERVICE	THRU 03/12/2025	
TOHO WATER AUTHORITY	3,218.01	000675	
- - - - - - - -	- - - - - - - - -	- - - - - - - - - - - - - - - - - - - -	-	-	-	-	-	-	-	-	-	- -	-	-	-	-	-	- - - - -	- - - - -	- - -	
5/01/25 00045	5/01/25	147064	202505 320-53800-46200	*	21,700.00	

SERVICE THRU 04/14/2025

LANDSCAPE MAINT 05/25

BLADE RUNNERS COMMERICAL	21,700.00 000676

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
5/01/25 00010	4/22/25 88378803 202504 310-51300-42000	*	28.77
DELIVERY THRU 04/15/25
FEDEX	28.77 000677
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
5/01/25 00033	4/29/25 122231-1 202503 310-51300-31500	*	2,278.72
SVCS 03/25
KUTAK ROCK LLP	2,278.72 000678
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
5/01/25 00032	4/16/25 W/O-0081 202504 320-53800-60000	*	8,250.00
50% DEPOSIT
SOLITUDE LAKE MANAGEMENT	8,250.00 000679
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
TOTAL FOR BANK B	59,478.70
TOTAL FOR REGISTER	59,478.70

LOKS LIVE OAK LAKES SHENNING

LIVE OAK LAKE
COMMUNITY DEVELOPMENT DISTRICT
Special Assessment Receipts Fiscal Year 2025

ASSESSMENTS - TAX COLLECTOR

$380,100.30	$1,013,900.00	$152,725.00	$1,546,725.30
FY 2025	FY 2025	FY 2025	TOTAL

		.36300.10000	.36300.10000	.36300.10000		
		24.57%	65.55%	9.87%	100.00%	
DATE	DESCRIPTION	GROSS AMOUNT	DISCOUNTS/PENALTIES	COMMISSIONS		INTEREST	NET RECEIPTS		O&M Portion	16 DSF Portion	20 DSF Portion	Total	

11/18/24	
CURRENT DISTRIBUTION	
$15,147.45	
$777.15	
$287.41		
$0.00	
$14,082.89		
$3,460.80	
$9,231.53	
$1,390.56	
$14,082.89	
11/21/24	CURRENT DISTRIBUTION	$244,762.40	$9,790.31	$4,699.44		$0.00	$230,272.65		$56,588.40	$150,946.93	$22,737.32	$230,272.65	
12/10/24	CURRENT DISTRIBUTION	$1,017,216.60	$40,687.90	$19,530.57		$0.00	$956,998.13		$235,177.69	$627,325.62	$94,494.83	$956,998.13	
12/19/24	CURRENT DISTRIBUTION	$181,205.65	$7,068.92	$3,482.73		$0.00	$170,654.00		$41,937.40	$111,866.08	$16,850.52	$170,654.00	
01/07/25	CURRENT DISTRIBUTION	$20,666.00	$619.99	$400.91		$0.00	$19,645.10		$4,827.69	$12,877.64	$1,939.77	$19,645.10	
01/07/25	INSTALLMENTS	$7,105.86	$213.18	$137.87		$0.00	$6,754.81		$1,659.96	$4,427.87	$666.98	$6,754.81	
01/28/25	INTEREST	$0.00	$0.00	$0.00		$1,201.31	$1,201.31		$295.22	$787.48	$118.62	$1,201.31	
02/07/25	CURRENT DISTRIBUTION	$18,713.20	$374.26	$366.78		$0.00	$17,972.16		$4,416.57	$11,781.00	$1,774.59	$17,972.16	
02/07/25	INSTALLMENTS	$622.18	$9.33	$12.26		$0.00	$600.59		$147.59	$393.70	$59.30	$600.59	
03/08/25	INSTALLMENTS	$1,517.89	$0.00	$30.35		$0.00	$1,487.54		$365.56	$975.10	$146.88	$1,487.54	
03/08/25	CURRENT DISTRIBUTION	$5,369.05	$53.70	$106.31		$0.00	$5,209.04		$1,280.10	$3,414.60	$514.35	$5,209.04	
04/08/25	CURRENT DISTRIBUTION	$14,828.90	$18.24	$296.21		$0.00	$14,514.45		$3,566.86	$9,514.42	$1,433.17	$14,514.45	
04/08/25	INSTALLMENTS	$6,498.77	$0.00	$129.98		$0.00	$6,368.79		$1,565.10	$4,174.83	$628.86	$6,368.79	
04/30/25	INTEREST	$0.00	$0.00	$0.00		$68.97	$68.97		$16.95	$45.21	$6.81	$68.97	
	TOTAL	$1,533,653.95	$59,612.98	$29,480.82		$1,270.28	$1,445,830.43		$355,305.87	$947,762.01	$142,762.55	$1,445,830.43	

												GROSS	
												99.15%	
						$135,360.91	$900,400.00		$1,035,760.91				
ASSESSMENTS-DIRECT						FY 2025	FY2025		TOTAL				
						.36300.10100	.36300.10100						
						13.07%	86.93%						
	DATE	BILLED AMOUNT	AMOUNT RECEIVED	NET RECEIPTS		O&M	DSF Portion		Total				

NLV	
10/29/24	
$43,261.35	
$43,261.35	
$43,261.35		
$43,261.35	
$0.00		
$43,261.35				
NLV	12/4/24	$7,864.46	$7,864.46	$7,864.46		$7,864.46	$0.00		$7,864.46				
Pulte	12/18/24	$34,124.60	$34,124.60	$34,124.60		$34,124.60	$0.00		$34,124.60				
NLV	2/12/25	$19,565.18	$19,565.18	$19,565.18		$19,565.18	$0.00		$19,565.18				
Pulte	2/28/25	$257,843.07	$257,843.07	$257,843.07		$22,423.83	$235,419.24		$257,843.07				
NSV	3/19/25	$331,652.68	$331,652.68	$331,652.68		$0.00	$331,652.68		$331,652.68				
	TOTAL	$694,311.34	$694,311.34	$694,311.34		$127,239.42	$567,071.92		$694,311.34				

ASSESSMENTS COMBINED													
	GROSS AMOUNT ASSESSED	TAX COLLECTOR RECEIVED	DIRECT RECEIVED	
TOTAL COLLECTED		NET PERCENTAGE COLLECTED							
O & M	$515,461.21	$355,305.87	$127,239.42	$482,545.29		93.61%							
DEBT SERVICE	$2,067,025.00	$947,762.01	$567,071.92	$1,514,833.93		73.29%							
TOTAL	$2,582,486.21	$1,303,067.88	$694,311.34	$1,997,379.22									

Page 15

Section 2

Live Oak Lake
Community Development District

Unaudited Financial Reporting
April 30, 2025

	Table of Contents	

1

2-3

4

5

6

7

8

9-10

11

12-14

	Balance Sheet

	General Fund

	Impact Fee Fund

	Debt Service Fund Series 2016

	Debt Service Fund Series 2020

	Capital Projects Fund Series 2016

	Capital Projects Fund Series 2020

	Month to Month

	Long Term Debt Report

	Check Run Summary

15		Assessment Receipt Schedule

Live Oak Lake
Community Development District Combined Balance Sheet
April 30, 2025

	General		Impact Fee		Debt Service	Capital Projects		Totals	
	Fund		Fund		Fund		Fund			Governmental Funds	
Assets:												
Cash:												
Operating Account	$	270,844	$	104,541	$	-	$	-		$	375,385	
Due from Impact Fee Fund	$	39,561	$	-	$	-	$	-		$	39,561	
Due from General Fund	$	-	$	-	$	31,475	$	-		$	31,475	
Deposits	$	480	$	-	$	-	$	-		$	480	
Investments:												
Bank United	$	18,417	$	-	$	-	$	-		$	18,417	
Series 2016												
Reserve	$	-	$	-	$	476,288	$	-		$	476,288	
Revenue	$	-	$	-	$	1,165,002	$	-		$	1,165,002	
Prepayment	$	-	$	-	$	1,100	$	-		$	1,100	
Series 2020												
Reserve	$	-	$	-	$	989,553	$	-		$	989,553	
Revenue	$	-	$	-	$	850,256	$	-		$	850,256	
Construction	$	-	$	-	$	-	$		89	$	89	
Total Assets	$	329,302	$	104,541	$	3,513,674	$		89	$	3,947,606	
Liabilities:												
Accounts Payable	$	18,336	$	-	$	-	$	-		$	18,336	
Due to Debt Service	$	31,475	$	-	$	-	$	-		$	31,475	
Due to General Fund	$	-	$	39,561	$	-	$	-		$	39,561	
Total Liabilites	$	49,811	$	39,561	$	-	$	-	$	89,372	
Fund Balance:												
Nonspendable:												
Prepaid Items	$	480	$	-	$	-	$	-		$	480	
Restricted for:												
Impact Fee	$	-	$	64,981	$	-	$	-		$	64,981	
Debt Service - Series 2016	$	-	$	-	$	1,671,076	$	-		$	1,671,076	
Debt Service - Series 2020	$	-	$	-	$	1,842,598	$	-		$	1,842,598	
Capital Projects - Series 2020	$	-	$	-	$	-	$		89	$	89	
Unassigned	$	279,011	$	-	$	-	$	-		$	279,011	
Total Fund Balances	$	279,491	$	64,981	$	3,513,674	$		89	$	3,858,234	
												
Total Liabilities & Fund Balance	$	329,302	$	104,541	$	3,513,674	$		89	$	3,947,606	

Live Oak Lake
Community Development District General Fund
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending April 30, 2025

	Adopted	Prorated Budget	Actual		
	Budget	Thru 04/30/25	Thru 04/30/25	Variance	
Revenues:					
Assessments - Tax Collector (Net)	$	357,293	$	357,293	$	355,306	$	(1,987)	
Assessments - Off Roll (Platted)	$	95,439	$	95,439	$	95,439	$	-	
Assessments - Off Roll (Unplatted)	$	31,800	$	31,800	$	31,800	$	-	
Developer Deficit Funding	$	226,920	$	-	$	-	$	-	
Interest Income	$	-	$	-	$	376	$	376	
Total Revenues	$	711,452	$	484,532	$	482,922	$	(1,610)	
Expenditures:					
General & Administrative:					
Supervisor Fees	$	12,000	$	7,000	$	2,600	$	4,400	
FICA Expense	$	918	$	536	$	199	$	337	
Engineering	$	15,000	$	8,750	$	1,715	$	7,035	
Dissemination	$	5,250	$	3,063	$	3,163	$	(100)	
Assessment Roll	$	5,250	$	5,250	$	5,250	$	-	
Property Appraiser	$	600	$	350	$	133	$	217	
Arbitrage	$	1,150	$	671	$	-	$	671	
Attorney	$	30,000	$	17,500	$	9,241	$	8,259	
Annual Audit	$	5,100	$	2,975	$	2,500	$	475	
Trustee Fees	$	8,100	$	8,100	$	8,081	$	19	
Management Fees	$	42,500	$	24,792	$	24,792	$	(0)	
Information Technology	$	1,890	$	1,103	$	1,103	$	-	
Postage	$	1,450	$	846	$	961	$	(115)	
Copies	$	250	$	146	$	99	$	47	
Rentals and Leases	$	-	$	-	$	49	$	(49)	
Insurance	$	6,684	$	6,684	$	6,501	$	183	
Legal Advertising	$	2,500	$	1,458	$	246	$	1,213	
Other Current Charges	$	350	$	204	$	-	$	204	
Office Supplies	$	100	$	58	$	2	$	57	
Dues, Licenses & Subscriptions	$	175	$	175	$	175	$	-	
Website Hosting/Compliance	$	1,260	$	735	$	735	$	-	
Total General & Administrative	$	140,527	$	90,394	$	67,543	$	22,851	

Live Oak Lake
Community Development District General Fund
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending April 30, 2025

	Adopted	Prorated Budget	Actual		
	Budget	Thru 04/30/25	Thru 04/30/25	Variance	
Operations & Maintenance					
Field Expenditures
Field Management	
$	16,538	
$	9,647	
$	9,647	
$	(0)	
Property Insurance	$	5,000	$	5,000	$	4,050	$	950	
Aquatic Control	$	51,200	$	29,867	$	31,380	$	(1,513)	
Mitigation Maintenance	$	2,000	$	1,167	$	-	$	1,167	
Midge Management	$	20,000	$	11,667	$	9,890	$	1,777	
Contingency	$	9,384	$	5,474	$	-	$	5,474	
Landscape Maintenance	$	286,000	$	166,833	$	156,593	$	10,240	
Landscaping Replacements	$	50,000	$	29,167	$	3,249	$	25,917	
Pond Fountain Maintenance	$	15,000	$	8,750	$	1,440	$	7,310	
Irrigation Consultant Services	$	6,000	$	3,500	$	3,500	$	-	
Irrigation Repairs	$	15,000	$	8,750	$	10,253	$	(1,503)	
General Repairs and Maintenance	$	15,000	$	8,750	$	500	$	8,250	
Electricity-Street Lights	$	43,694	$	25,488	$	26,988	$	(1,500)	
Electricity-Fountains	$	57,600	$	33,600	$	393	$	33,207	
Water-Irrigation	$	67,144	$	39,167	$	57,123	$	(17,955)	
Capital Reserve	$	17,500	$	10,208	$	8,250	$	1,958	
Subtotal Field Expenditures	$	677,060	$	397,035	$	323,256	$	73,779	
					
Total Operations & Maintenance	$	677,060	$	397,035	$	323,256	$	73,779	
					
Total Expenditures	$	817,587	$	487,429	$	390,799	$	96,631	
					
Excess (Deficiency) of Revenues over Expenditures	$  (106,135)		$	92,123		
					
Net Change in Fund Balance	$  (106,135)		$	92,123		
					
Fund Balance - Beginning	$	106,135		$	187,367		
					
Fund Balance - Ending	$	-		$	279,491		

Live Oak Lake
Community Development District Impact Fee Fund
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending April 30, 2025

	Adopted	Prorated Budget	Actual		
	Budget	Thru 04/30/25	Thru 04/30/25	Variance	
Revenues:			
Impact Fees	$	-	$	-	$	-	$	-	
Interest	$	-	$	-	$	-	$	-	
Total Revenues	$	-	$	-	$	-	$	-	
Expenditures:			
Stormwater	$	-	$	-	$	788	$	(788)	
Total Expenditures	$	-	$	-	$	788	$	(788)	
			
Excess (Deficiency) of Revenues over Expenditures	$	-	$	(788)		
			
Net Change in Fund Balance	$	-	$	(788)		
			
Fund Balance - Beginning	$	-	$	65,768		
			
Fund Balance - Ending	$	-	$	64,981		

Live Oak Lake
Community Development District Debt Service Fund Series 2016
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending April 30, 2025

	Adopted	Prorated Budget	Actual		
	Budget	Thru 04/30/25	Thru 04/30/25	Variance	
Revenues:					
Assessments - Tax Roll	$	954,030	$	954,030	$	947,762	$	(6,267)	
Interest	$	5,000	$	2,917	$	31,614	$	28,697	
Total Revenues	$	959,030	$	956,946	$	979,376	$	22,430	
Expenditures:					
Interest - 11/1	$	308,991	$	308,991	$	308,991	$	(0)	
Special Call - 11/1	$	-	$	-	$	15,000	$	(15,000)	
Principal - 5/1	$	340,000	$	-	$	-	$	-	
Interest - 5/1	$	308,991	$	-	$	-	$	-	
Total Expenditures	$	957,981	$	308,991	$	323,991	$	(15,000)	
					
Excess (Deficiency) of Revenues over Expenditures	$	1,048		$	655,385		
Other Financing Sources/(Uses):					
Transfer In/(Out)	$	-	$	-	$  (476,288)	$  (476,288)	
Total Other Financing Sources/(Uses)	$	-	$	-	$  (476,288)	$  (476,288)	
					
Net Change in Fund Balance	$	1,048		$	179,098		
					
Fund Balance - Beginning	$	509,632		$ 1,491,978		
					
Fund Balance - Ending	$	510,681		$ 1,671,076		

Live Oak Lake
Community Development District Debt Service Fund Series 2020
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending April 30, 2025

Variance

Thru 04/30/25	Thru 04/30/25

Budget

Actual

Prorated Budget

Adopted

Revenues:		
Assessments - Tax Roll	$	143,562	$	143,562	$	142,763	$	(799)	
Assessments - Direct	$	846,376	$	567,072	$	567,072	$	-	
Interest	$	5,000	$	2,917	$	25,678	$	22,761	
Total Revenues	$	994,938	$	713,550	$	735,512	$	21,962	
Expenditures:					
Interest - 11/1	$	339,894	$	339,894	$	339,894	$	-	
Principal - 5/1	$	310,000	$	-	$	-	$	-	
Interest - 5/1	$	339,894	$	-	$	-	$	-	
Total Expenditures	$	989,788	$	339,894	$	339,894	$	-	
					
Excess (Deficiency) of Revenues over Expendit	$	5,150		$	395,619		
Other Financing Sources/(Uses):					
Transfer In/(Out)	$	-	$	-	$	2	$	2	
Total Other Financing Sources/(Uses)	$	-	$	-	$	2	$	2	
					
Net Change in Fund Balance	$	5,150		$	395,621		
					
Fund Balance - Beginning	$	452,102		$ 1,446,978		
					
Fund Balance - Ending	$	457,252		$ 1,842,598		

Live Oak Lake
Community Development District Capital Projects Fund Series 2016
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending April 30, 2025

Adopted	Prorated Budget	Actual	
Budget	Thru 04/30/25	Thru 04/30/25	Variance	

Revenues
Interest	

$	-	$	

-	$	1,138	

$	1,138	
Total Revenues	$	-	$	-	$	1,138	$	1,138	
Expenditures:
Capital Outlay	

$	-	$	

-	$	477,702	

$  (477,702)	
Total Expenditures	$	-	$	-	$	477,702	$  (477,702)	
				
Excess (Deficiency) of Revenues over Expenditures	$	-	$  (476,564)		
Other Financing Sources/(Uses)
Transfer In/(Out)	

$	-	$	

-	$	476,288	

$	476,288	
Total Other Financing Sources (Uses)	$	-	$	-	$	476,288	$	476,288	
				
Net Change in Fund Balance	$	-	$	(276)		
				
Fund Balance - Beginning	$	-	$	276		
				
Fund Balance - Ending	$	-	$	(0)		

Live Oak Lake
Community Development District Capital Projects Fund Series 2020
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending April 30, 2025

	Adopted	Prorated Budget	Actual		
	Budget	Thru 04/30/25	Thru 04/30/25	Variance	
Revenues
Interest	

$	-	$	-	$	2	

$	2	
Total Revenues	$	-	$	-	$	2	$	2	
Expenditures:
Capital Outlay	

$	-	$	-	$	-	

$	-	
Total Expenditures	$	-	$	-	$	-	$	-	
			
Excess (Deficiency) of Revenues over Expenditures	$	-	$	2		
Other Financing Sources/(Uses)
Transfer In/(Out)	

$	-	$	-	$	(2)	

$	(2)	
Total Other Financing Sources (Uses)	$	-	$	-	$	(2)	$	(2)	
			
Net Change in Fund Balance	$	-	$	(0)		
			
Fund Balance - Beginning	$	-	$	89		
			
Fund Balance - Ending	$	-	$	89		

Live Oak Lake
Community Development District Month to Month
FY 2025

	Oct-24	Nov-24	Dec-24	Jan-25	Feb-25	Mar-25	Apr-25	May-25	Jun-25	Jul-25	Aug-25	Sep-25	Total	
Revenues:																				
Assessments - Tax Collector (Net)	$	-	$	60,049  $	277,115  $	6,783  $	4,564  $	1,646  $	5,149  $	-	$	-	$	-	$	-	$	-	$	355,306	
Assessments - Off Roll (Platted)	$	43,261  $	-	$	-	$	41,989  $	-	$	10,189  $	-	$	-	$	-	$	-	$	-	$	-	$	95,439	
Assessments - Off Roll (Unplatted)	$	-	$	-	$	-	$	-	$	-	$	31,800  $	-	$	-	$	-	$	-	$	-	$	-	$	31,800	
Developer Deficit Funding	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	
Interest Income	$	69  $	63  $	63  $	62  $	56  $	62  $	-	$	-	$	-	$	-	$	-	$	-	$	376	
Total Revenues	$	43,331  $	60,113  $	277,178  $	48,834  $	4,620  $	43,697  $	5,149  $		-  $		-  $		-  $		-  $		-  $	482,922	
Expenditures:																				
General & Administrative:																				
Supervisor Fees	$	-  $	600  $	-  $	-  $	400  $	600  $	1,000  $		-  $		-  $		-  $		-  $		-  $	2,600	
FICA Expense	$	-  $	46  $	-  $	-  $	31  $	46  $	77  $		-  $		-  $		-  $		-  $		-  $	199	
Engineering	$	-  $	785  $	290  $	-  $	320  $	320  $	-  $		-  $		-  $		-  $		-  $		-  $	1,715	
Dissemination	$	538  $	438  $	438  $	438  $	438  $	438  $	438  $		-  $		-  $		-  $		-  $		-  $	3,163	
Assessment Roll	$	5,250  $	-  $	-  $	-  $	-  $	-  $	-  $		-  $		-  $		-  $		-  $		-  $	5,250	
Property Appraiser	$	-  $	-  $	-  $	133  $	-  $	-  $	-  $		-  $		-  $		-  $		-  $		-  $	133	
Arbitrage	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $		-  $		-  $		-  $		-  $		-  $	-	
Attorney	$	2,181  $	1,390  $	-  $	1,702  $	1,691  $	2,279  $	-  $		-  $		-  $		-  $		-  $		-  $	9,241	
Annual Audit	$	-  $	-  $	-  $	-  $	-  $	2,500  $	-  $		-  $		-  $		-  $		-  $		-  $	2,500	
Trustee Fees	$	4,041  $	4,041  $	-  $	-  $	-  $	-  $	-  $		-  $		-  $		-  $		-  $		-  $	8,081	
Management Fees	$	3,542  $	3,542  $	3,542  $	3,542  $	3,542  $	3,542  $	3,542  $		-  $		-  $		-  $		-  $		-  $	24,792	
Information Technology	$	158  $	158  $	158  $	158  $	158  $	158  $	158  $		-  $		-  $		-  $		-  $		-  $	1,103	
Postage	$	53  $	208  $	82  $	176  $	54  $	225  $	163  $		-  $		-  $		-  $		-  $		-  $	961	
Copies	$	18  $	-  $	-  $	66  $	-  $	14  $	1  $		-  $		-  $		-  $		-  $		-  $	99	
Rentals and Leases	$	49  $	-  $	-  $	-  $	-  $	-  $	-  $		-  $		-  $		-  $		-  $		-  $	49	
Insurance	$	6,501  $	-  $	-  $	-  $	-  $	-  $	-  $		-  $		-  $		-  $		-  $		-  $	6,501	
Legal Advertising	$	-  $	-  $	-  $	-  $	-  $	246  $	-  $		-  $		-  $		-  $		-  $		-  $	246	
Other Current Charges	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $		-  $		-  $		-  $		-  $		-  $	-	
Office Supplies	$	0  $	0  $	0  $	0  $	0  $	0  $	0  $		-  $		-  $		-  $		-  $		-  $	2	
Dues, Licenses & Subscriptions	$	175  $	-  $	-  $	-  $	-  $	-  $	-  $		-  $		-  $		-  $		-  $		-  $	175	
Website Hosting/Compliance	$	105  $	105  $	105  $	105  $	105  $	105  $	105  $		-  $		-  $		-  $		-  $		-  $	735	
Total Administrative	$	22,609  $	11,311  $	4,614  $	6,318  $	6,737  $	10,471  $	5,483  $		-  $		-  $		-  $		-  $		-  $	67,543	

Live Oak Lake
Community Development District Month to Month
FY 2025

	Oct-24	Nov-24	Dec-24	Jan-25	Feb-25	Mar-25	Apr-25	May-25	Jun-25	Jul-25	Aug-25	Sep-25	Total	

Operations & Maintenance															
Field Expenditures
Field Management	
$	
1,378  $	
1,378  $	
1,378  $	
1,378  $	
1,378  $	
1,378  $	
1,378  $	
-  $	
-  $	
-  $	
-  $	
-  $	
9,647	
Property Insurance	$	4,050  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	4,050	
Aquatic Control	$	4,264  $	5,240  $	4,375  $	4,375  $	4,375  $	4,375  $	4,375  $	-  $	-  $	-  $	-  $	-  $	31,380	
Mitigation Maintenance	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Midge Management	$	2,964  $	2,964  $	2,964  $	-  $	-  $	-  $	999  $	-  $	-  $	-  $	-  $	-  $	9,890	
Contingency	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Landscape Maintenance	$	23,263  $	23,263  $	23,263  $	21,701  $	21,701  $	21,701  $	21,700  $	-  $	-  $	-  $	-  $	-  $	156,593	
Landscaping Replacements	$	(4,101)  $	5,400  $	-  $	1,950  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	3,249	
Pond Fountain Maintenance	$	-  $	575  $	-  $	-  $	865  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	1,440	
Irrigation Consultant Services	$	500  $	500  $	500  $	500  $	500  $	500  $	500  $	-  $	-  $	-  $	-  $	-  $	3,500	
Irrigation Repairs	$	-  $	-  $	-  $	800  $	-  $	-  $	9,453  $	-  $	-  $	-  $	-  $	-  $	10,253	
General Repairs and Maintenance	$	-  $	500  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	500	
Electricity-Street Lights	$	-  $	-  $	11,517  $	3,866  $	3,879  $	3,847  $	3,879  $	-  $	-  $	-  $	-  $	-  $	26,988	
Electricity-Fountains	$	57  $	57  $	52  $	57  $	57  $	57  $	57  $	-  $	-  $	-  $	-  $	-  $	393	
Water-Irrigation	$	8,119  $	10,779  $	10,059  $	7,899  $	5,799  $	6,691  $	7,779  $	-  $	-  $	-  $	-  $	-  $	57,123	
Capital Reserve	$	-  $	-  $	-  $	-  $	-  $	-  $	8,250  $	-  $	-  $	-  $	-  $	-  $
$	8,250
-	
Total Field	$	40,494  $	50,656  $	54,108  $	42,526  $	38,554  $	38,549  $	58,369  $	-  $	-  $	-  $	-  $	-  $	323,256	
															
Total Expenditures	$	63,103  $	61,967  $	58,722  $	48,843  $	45,291  $	49,020  $	63,852  $	-  $	-  $	-  $	-  $	-  $	390,799	
															
Excess (Deficiency) of Revenues over Expenditures	$	(19,772)  $	(1,855)  $	218,457  $	(10) $	(40,671)  $	(5,323)  $	(58,703)  $	-  $	-  $	-  $	-  $	-  $	92,123	

LIVE OAK LAKE
COMMUNITY DEVELOPMENT DISTRICT
Long Term Debt Report FY 2025

Series 2016, Capital Improvement Revenue Bonds	

Interest Rate:	
4.50%		
Maturity Date:	5/1/36	$5,285,000.00	
Interest Rate:	4.625%		
Maturity Date:	5/1/47	$8,220,000.00	

Excess Revenues:	
Remain In Revenue Fund		
Reserve Fund Definition:	Maximum Annual Debt Assessments		
Reserve Fund Requirement:	$955,025.00		
Reserve Fund Balance:	$476,287.50		
Bonds outstanding - 9/30/2024		$13,505,000.00	
Less:	May 1, 2025 (Mandatory)	$0.00	
Less:	November 1, 2024 (Special Call)	($15,000.00)	
Current Bonds Outstanding		$13,490,000.00	
	
Series 2020, Capital Improvement Revenue Bonds	

Interest Rate:	
3.125%		
Maturity Date:	5/1/25	$310,000.00	
Interest Rate:	3.800%		
Maturity Date:	5/1/30	$1,745,000.00	
Interest Rate:	4.400%		
Maturity Date:	5/1/40	$4,810,000.00	
Interest Rate:	4.600%		
Maturity Date:	5/1/51	$8,525,000.00	

Excess Revenues:	
Remain In Revenue Fund		
Reserve Fund Definition:	Maximum Annual Debt Assessments		
Reserve Fund Requirement:	$989,553.13		
Reserve Fund Balance:	$989,553.13		

Bonds outstanding - 9/30/2024		
$15,390,000.00	
Less:	May 1, 2025 (Mandatory)	$0.00	
Current Bonds Outstanding		$15,390,000.00	

Total Current Bonds Outstanding	$28,880,000.00

Page 11

Section 3

MARY JANE ARRINGTON
OSCEOLA COUNTY SUPERVISOR OF ELECTIONS

April 21, 2025

Ms. Brittany Brookes Recording Secretary
Live Oak Lake Community Development District 219 E. Livingston St.
Orlando, FL 32801

RE:	Live Oak Lake Community Development District - Registered Voters Dear Ms. Brookes:
Thank you for your letter requesting confirmation of the number of registered voters within
the Live Oak Lake Community Development District as of April 15, 2025.
The number of registered voters within the Live Oak Lake CDD is 1,457 as of April 15, 2025.
If I can be of further assistance, please contact me at 407.742.6000. Respectfully yours,
-� M:�me Arrington Supervisor of Elections

2509 East Irlo Bronson Memorial Highway • Kissimmee, FL 34744 407.742.6000 • Fax: 407.742.6001 • www.voteosceola.com

Section 4

Updated Location Options for the Third Thursday at 2PM:

St. Cloud Branch Library- Barbara Thornton Room- Seats 15- available
Robert Fisk Room- Seats 70- NOT available

West Osceola Branch Library- Meeting Room- seats 10- available
Multipuprse Room- seats 60- available

City of St. Cloud Community House- 716 Indiana Ave, St. Cloud- available
4 hour minimum, $360 per meeting, $200 ongoing deposit

Ramada by Wyndham, Hotel and Waterpark- 2261 E Irlo Bronson Memorial Hwy, Kissimmee
$300 per meeting