Lake Lizzie
Community Development District Agenda
December 6, 2023

Agenda

Lake Lizzie
Community Development District
219 E. Livingston Street, Orlando, FL 32801 Phone: 407-841-5524 – Fax: 407-839-1526

November 29, 2023

Board of Supervisors Lake Lizzie Community Development District

Dear Board Members:

The regular meeting of the Board of Supervisors of the Lake Lizzie Community Development District will be held Wednesday, December 6, 2023, at 12:30 PM at the West Osceola Branch Library, 305 Campus St., Celebration, FL 34747. Following is the advance agenda for the regular meeting:

Board of Supervisors Meeting

Roll Call
Public Comment Period
Approval of Minutes of the November 1, 2023, Board of Supervisors Meeting
	Ratification of Agreement with Data Sharing and Usage Agreement with Osceola County
Appointment of Audit Committee
Staff Reports
Attorney
Engineer
District Manager’s Report
Balance Sheet & Income Statement
Ratification of Funding Requests 16 & 17
Ratification of Requisitions No. 1-3
Other Business
Supervisors Requests
Adjournment	Audit Committee Meeting

Roll Call
Public Comment Period
Audit Services
Approval of Request for Proposals and Selection Criteria
Approval of Notice of Request for Proposals for Audit Services
Public Announcement of Opportunity to Provide Audit Services
Adjournment

Board of Supervisors Meeting

Minutes

MINUTES OF MEETING LAKE LIZZIE
COMMUNITY DEVELOPMENT DISTRICT

The regular meeting of the Board of Supervisors of the Lake Lizzie Community Development District was held Wednesday, November 1, 2023 at 12:30 p.m. at the West Osceola Branch Library, 305 Campus Street, Celebration, Florida.

Present and constituting a quorum:

Tony Iorio	Chairman
Rocky Owen	Assistant Secretary
Tom Franklin	Assistant Secretary Also present were:
Tricia Adams	District Manager, GMS
Michelle Rigoni by Zoom	District Counsel, Kutak Rock
Alan Scheerer	Field Manager

FIRST ORDER OF BUSINESS	Roll Call
Mr. Iorio called the meeting to order and called the roll. Three Board members were present constituting a quorum.

SECOND ORDER OF BUSINESS	Public Comment Period
There were no members of the public present for the meeting and there were no members of the public on the Zoom line.

THIRD ORDER OF BUSINESS	Approval of Minutes of the July 5, 2023,
Board of Supervisors Meeting
Ms. Adams presented the minutes from July 5, 2023 Board of Supervisors meeting. She noted the minutes have been reviewed by District counsel and District management staff.

November 1, 2023	Lake Lizzie CDD

On MOTION by Ms. Franklin, seconded by Mr. Owen, with all in favor, the Minutes of the July 5, 2023 Board of Supervisors Meeting, were approved.

FOURTH ORDER OF BUSINESS	Consideration	of	Resolution	2024-01
Ratifying Series 2023 Bonds
Ms. Adams stated this resolution has been provided by District Counsel and ratifies all of the actions of the Board of Supervisors as well as District officers and all District staff. Ms. Rigoni stated this summarizes the Districts action taken leading up to the bond issuance that was closed back in July. She stated that it ratifies all of the closing documents that the District Chairman and District staff were authorized in the bond resolution to negotiate and execute. It also approves the cost of issuances that were disseminated from the bond proceeds as presented in the sources and uses of bond funds. She noted it generally approves, confirms, and ratifies all of the actions taken by various District personnel to effectuate bond issuance.

On MOTION by Mr. Franklin, seconded by Mr. Owen, with all in favor, Resolution 2024-01 Ratifying Series 2023 Bonds, was approved.

FIFTH ORDER OF BUSINESS	Consideration	of	Resolution	2024-02
Recognizing Developer Contribution of Infrastructure
Ms. Adams stated this is related to the issuance of the series 2023 project and the property that has been conveyed to the District regarding the value. She noted included is exhibit A which is the Engineers Certificate regarding infrastructure and also exhibit B is the summary chart of Phase 1 acquisition costs. Ms. Rigoni stated this ratifies and confirms Phase 1 acquisition that we completed in conjunction to the closing the bond. By the resolution, you will be accepting the District Engineers Certificate while confirming, ratifying and approving the acquisition.

On MOTION by Mr. Franklin, seconded by Mr. Owen, with all in favor, Resolution 2024-02 Recognizing Developer Contribution of Infrastructure, was approved.

November 1, 2023	Lake Lizzie CDD

SIXTH ORDER OF BUSINESS	Consideration  of  Disclosure  of  Public
Finance
Ms. Adams stated this is the disclosure of public finance related to the Series 2023 bonds. This is a recorded document that notifies property owners and perspective buyers regarding the debt associated with the 2023 bonds. It also notes that the O&M fees are collected from properties within the District boundaries. She noted this disclosure has been prepared by District Counsel.
Ms. Rigoni stated this is just to be in compliance with our Chapter 190 requirement to take affirmative action towards providing public disclosure of publicly financed improvements of the District. She noted she is looking for a motion to approve and authorize staff to record the disclosure.

On MOTION by Mr. Iorio, seconded by Mr. Owen, with all in favor, the Disclosure of Public Finance, was approved and staff authorized to record same.

SEVENTH ORDER OF BUSINESS	Consideration	of	Arbitrage	Rebate
Proposal with AMTEC
Ms. Adams stated this is included on page 39 of the agenda packet. She noted on page 40 it states the fee for the report preparation it is $450. She noted they have been using AMTEC a lot because they are the most competitive price wise and do a great job. She stated they do recommend approval and this will provide the Arbitrate Report in compliance with the IRS requirements for tax exempt bonds.

On MOTION by Mr. Franklin, seconded by Mr. Owen, with all in favor, the Arbitrage Rebate Proposal with AMTEC, was approved.

EIGHTH ORDER OF BUSINESS	Staff Reports
Attorney
Ms. Rigoni stated nothing further to note. She asked Ms. Adams to send the signature page of the disclosure to her so it can be recorded. Ms. Adams stated the original will be mailed to her office as well.

Engineer
Ms. Adams stated no engineer was in attendance.

November 1, 2023	Lake Lizzie CDD

District Manager’s Report
Balance Sheet & Income Statement
Ms. Adams presented the balance sheet that is included in the agenda packet. These are the unaudited financials through the end of September on page 45. The combined balance sheet is on page 47. She noted this is an overview of the first few months of operation where there were just administrative expenses funded by developer contributions. This is provided for informational purposes and no Board action is required.

Ratification of Requisitions No. 8 – 15
Ms. Adams stated all of these requisitions have been executed and processed in order to process accounts payable. Requisitions No.8-15 are in the agenda packet. She stated only one motion would be needed to approve all of these. These run up through the last printed page in the agenda packet.

On MOTION by Mr. Franklin, seconded by Mr. Owen, with all in favor, Requisitions No. 8-15, were approved.

NINTH ORDER OF BUSINESS	Other Business
Ms. Rigoni stated they typically like to get the actual bond requisition ratified. She asked to bring back the construction and acquisition requisitions back for Board ratification at the next meeting. It was previously authorized with the acquisition. Ms. Adams stated the bond requisitions could be added to the next agenda for ratification and memorialize that action.

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

ELEVENTH ORDER OF BUSINESS	Adjournment

On MOTION by Mr. Franklin, seconded by Mr. Owen, with all in favor, the meeting was adjourned.

Secretary/Assistant Secretary	Chairman/Vice Chairman

4

Section IV

Lake Lizzie COD

This Data Sharing And Usage Agreement, hereafter referred to as "Agreement," establishes the terms and conditions under which the Lake Lizzie COD, hereafter referred to as agency, can acquire and use Osceola County Property Appraiser (OCPA) data that is exempt from Public Records disclosure as defined in FS 119.071.
Please note the referenced statute has amended as of October 1, 2021. The paragraph below reflects the changes.

The confidentiality of personal identifying and location information including: names, mailing address, or any other descriptive property information that may reveal identity or home address pertaining to parcels owned by individuals that have received exempt/confidential status, hereafter referred to as confidential personal identifying and location information, will be protected as follows:
The agency will not release confidential personal identifying and location information that may reveal identifying and location information of individuals exempted from Public Records disclosure.
The agency will not present the confidential personal identifying and location information in the results of data analysis (including maps) in any manner that would reveal personal identifying and location information of individuals exempted from Public Records disclosure.
The agency shall comply with all State laws and regulations governing the confidentiality of personal identifying and location information that is the subject of this Agreement.
The agency shall ensure any employee granted access to confidential personal identifying and location information is subject to the terms and conditions of this Agreement.
The agency shall ensure any third party granted access to confidential personal identifying and location information is subject to the terms and conditions of this Agreement. Acceptance of these terms must be provided in writing to the agency by the third party before personal identifying and location information is released.
The terms of this Agreement shall commence on January 1, 2024 and shall run until December 31, 2024, the date if signature by the parties notwithstanding. This Agreement shall not automatically renew. A new agreement will be provided annually for the following year.
IN WITNESS THEREOF, both the Osceola County Property Appraiser, through its duly authorized representative, and the agency, through its duly authorized representative, have hereunto executed this Data Sharing and Usage Agreement as of the last below written date.

OSCEOLA COUNTY PROPERTY APPRAISER

Lakeuzz;eco.o/,•_	cf),�

Signature:	 _

S1gnatur

..,.,-_---.,_,.. --------------- 

Print:	Katrina S. Scarborough

Date:	 _

Print:	Trtu 'a	L  '	Ad a/111.s
Title: t))Sniot	Mttn	
Date: I),fI L/ / Z 2

Please returned signed original copy, no later than January 31, 2024.

2505 E IRLO BRONSON MEMORIAL HWY KISSIMMEE, FL 34744
(407) 742-5000
INFO@PROPERTY-APPRAISER.ORG • PROPERTY-APPRAISER.ORG

Section VI

Section C

Section 1

Lake Lizzie
Community Development District

Unaudited Financial Reporting
October 31, 2023

Table of Contents

	Balance Sheet

	General Fund

	Debt Service

	Capital Projects

	Month to Month

	Long-Term Debt

Lake Lizzie
Community Development District Combined Balance Sheet
October 31, 2023

General Fund

Debt Service Fund

Capital Projects Fund

Totals Governmental Funds

Assets:		
Operating Account	$	39,870	$	-	$	-	$	39,870	
Due from Developer
Investments:	$	9,801	$	-	$	-	$	9,801	
Series 2023			
Reserve	$	-	$	120,013	$	-	$	120,013	
Capital Interest	$	-	$	61,113	$	-	$	61,113	
Cost of Issuance	$	-	$	-	$	7,037	$	7,037	
Total Assets	$	49,671	$	181,125	$	7,037	$	237,833	
Liabilities:			
Accounts Payable	$	15,528	$	-	$	-	$	15,528	
Total Liabilites	$	15,528	$	-	$	-	$	15,528	

Fund Balance:
Restricted For:
Debt Service - Series 2022	

$	-	$	181,125	$	-	

$	181,125	
Capital Projects	$	-	$	-	$	7,037	$	7,037	
Unassigned	$	34,143	$	-	$	-	$	34,143	
Total Fund Balances	$	34,143	$	181,125	$	7,037	$	222,305	
					
Total Liabilities & Fund Balance	$	49,671	$	181,125	$	7,037	$	237,833	

Lake Lizzie
Community Development District General Fund
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending October 31, 2023

	Adopted	Prorated Budget	Actual		
		Budget	Thru 10/31/23	Thru 10/31/23	Variance	

Revenues:						
Assessments - On Roll		$	143,523	$	-	$	-	$	-	
Assessments - Direct		$	59,042	$	29,521	$	29,521	$	-	
Developer Contributions		$	-	$	-	$	13,795	$	13,795	
Total Revenues		$	202,566	$	29,521	$	43,316	$	13,795	

Expenditures:						
General & Administrative:						
Supervisors Fees		$	12,000	$	1,000	$	-	$	1,000	
FICA Expense		$	918	$	77	$	-	$	77	
Engineering		$	15,000	$	1,250	$	-	$	1,250	
Attorney		$	25,000	$	2,083	$	-	$	2,083	
Annual Audit		$	5,000	$	-	$	-	$	-	
Assessment Administration		$	5,000	$	5,000	$	5,000	$	-	
Arbitrage		$	450	$	-	$	-	$	-	
Dissemination		$	5,000	$	417	$	417	$	(0)	
Trustee Fees		$	5,000	$	-	$	-	$	-	
Management Fees		$	37,500	$	3,125	$	3,125	$	-	
Information Technology		$	1,800	$	150	$	150	$	-	
Website Maintenance		$	1,200	$	100	$	100	$	-	
Telephone		$	300	$	25	$	-	$	25	
Postage & Delivery		$	1,000	$	83	$	1	$	82	
Insurance		$	6,000	$	6,000	$	5,000	$	1,000	
Printing		$	1,000	$	83	$	2	$	81	
Legal Advertising		$	15,000	$	1,250	$	-	$	1,250	
Contingency		$	3,938	$	328	$	8	$	320	
Office Supplies		$	625	$	52	$	0	$	52	
Travel Per Diem		$	660	$	55	$	-	$	55	
Dues, Licenses & Subscriptions		$	175	$	-	$	175	$	(175)	
Total General & Administrative:		$	142,566	$	21,078	$	13,978	$	7,100	

Operation and Maintenance						
Field Expenditures						
Field Management		$	10,000	$	-	$	-	$	-	
Pond Mowing		$	30,000	$	-	$	-	$	-	
Pond Maintenance		$	10,000	$	833	$	552	$	281	
Contingency		$	10,000	$	-	$	-	$	-	
	Subtotal	$	60,000	$	833	$	552	$	281	
						
Total O&M Expenditures:		$	60,000	$	833	$	552	$	281	
						
Total Expenditures		$	202,566	$	21,912	$	14,530	$	7,382	
						
Excess Revenues (Expenditures)		$	-		$	28,786		
						
Fund Balance - Beginning		$	-		$	5,357		
						
Fund Balance - Ending		$	-		$	34,143		

Lake Lizzie
Community Development District Debt Service Fund - Series 2023
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending October 31, 2023

Adopted	Prorated Budget	Actual	
Budget	Thru 10/31/23	Thru 10/31/23	Variance	

Revenues:		
Interest	$	-	$	-	$	793	$	793	
Total Revenues	$	-	$	-	$	793	$	793	

Expenditures:					
Interest Expense 11/1	$	-	$	-	$	-	$	-	
Principal Expense 11/1	$	-	$	-	$	-	$	-	
Interest Expense 5/1	$	-	$	-	$	-	$	-	
Total Expenditures	$	-	$	-	$	-	$	-	
					
Excess Revenues (Expenditures)	$	-	$	793		
					
Fund Balance - Beginning	$	-	$	180,333		
					
Fund Balance - Ending	$	-	$	181,125		

Lake Lizzie
Community Development District Capital Projects Fund
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending October 31, 2023

Adopted	Prorated Budget	Actual	
Budget	Thru 10/31/23	Thru 10/31/23	Variance	

Revenues:

Interest	

$	

-	$	

-	$	31	

$	31	
Total Revenues	$	-	$	-	$	31	$	31	

Expenditures:

Capital Outlay-Construction	

$	

-	$	

-	$	-	

$	-	
Total Expenditures	$	-	$	-	$	-	$	-	
					
Excess Revenues (Expenditures)	$	-	$	31		
					
Fund Balance - Beginning	$	-	$	7,006		
					
Fund Balance - Ending	$	-	$	7,037		

Lake Lizzie
Community Development District Month to Month

	Oct	Nov	Dec	Jan	Feb	March	April	May	June	July	Aug	Sept	Total	

Revenues:														
Assessment - On Roll	$	-		$	-	$	-	$	-	$	-	
Assessment - Direct	$	29,521	$		$	-  $	-  $	-  $	29,521	
Developer Contributions	$	13,795	$		$	-  $	-  $	-  $	13,795	

$	-	$	-	$
-  $	-  $
-  $	-  $

-	$	-	$
-  $	-  $
-  $	-  $

-	$	-	$
-  $	-  $
-  $	-  $

-	$	-
-  $	-
-  $	-

Total Revenues

$

13,795  $

-  $

-  $

-  $

-  $

-  $

-  $

-  $

-  $

-  $

-  $

-  $

43,316

Expenditures:

General & Administrative:

Supervisor Fees FICA Expenditures Engineering Attorney
Annual Audit
Assessment Administration Arbitrage
Disemination Fees Trustee Fees Management Fees Information Technology Website Maintenance ** Telephone
Postage & Delivery Insurance  Printing
Legal Advertising Contingency Office Supplies Travel Per Diem
Dues, Licenses & Subscriptions

$	-  $	-  $
$	-  $	-  $
$	-  $	-  $
$	-  $	-  $
$	-  $	-  $
$	5,000  $	-  $
$	-  $	-  $
$	417  $	-  $
$	-  $	-  $
$	3,125  $	-  $
$	150  $	-  $
$	100  $	-  $
$	-  $	-  $
$	1  $	-  $
$	5,000  $	-  $
$	2  $	-  $
$	-  $	-  $
$	8  $	-  $
$	0  $	-  $
$	-  $	-  $
$	175  $	-  $

-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $

-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $

-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $

-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-	$
-  $	-  $
-  $	-  $
-  $	-  $

-  $	-
-  $	-
-  $	-
-  $	-
-  $	-
-  $	5,000
-  $	-
-  $	417
-  $	-
-  $	3,125
-  $	150
-  $	100
-  $	-
-  $	1
-  $	5,000
-  $	2
-  $	-
-	$	8
-  $	0
-  $	-
-  $	175

Total General & Administrative:	$	13,978  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	13,978

Operation and Maintenance

Field Expenses Field Management Pond Mowing Pond Maintenance Contingency

$
$
$
$
Subtotal  $

-  $	-  $
-  $	-  $
552  $	-  $
-  $	-  $
552  $	-  $

-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $

-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $

-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $

-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $

-
- 552
- 552

Total Expenditures	$	14,530  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	14,530

Excess Revenues (Expenditures)	$	(735)  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	28,786

Lake Lizzie
Community Development District Long Term Debt Report

Series 2023, Special Assessment Revenue Bonds	
Interest Rate:	4.500%, 4.600%, 5.300%, 5.500%	
Maturity Date:	5/1/2053	
Reserve Fund Definition	50% of Maximum Annual Debt Service	
Reserve Fund Requirement	$120,013	
Reserve Fund Balance	$120,013	
Bonds Outstanding - 07/07/2023	$3,535,000

Current Bonds Outstanding	$3,535,000	

Section 2

Lake Lizzie	
Community Development District	

Funding Request #16	
October 27, 2023	

Bill to:	Hanover Tyson, LLC	

General Fund	General Fund	
Payee	FY2023	FY2024	

1	Governmental Management Services	
	Invoice # 14 - Assessment Roll FY24	

$	5,000.00

2	Kutak Rock LLP	
	Invoice # 3295683 - General Counsel - September 2023	

$	470.00

$	470.00	$	5,000.00	

Total:

$	5,470.00

Please make check payable to:

Lake Lizzie Community Development District	
6200 Lee Vista Blvd, Suite 300	
Orlando, FL 32822	

GMS-Central Florida, LLC
1001 Bradford Way
Kingston, TN 37763

Invoice

Bill To:
Lake Lizzie COD 219 E Livingston St. Orlando, FL 32801

Invoice #: 14
Invoice Date: 9/30/23
Due Date: 9/30/23
Case:
P.O. Number:

Description	Hours/Qty	Rate	Amount

Assessment Roll Certification - FY 2024

5,000.00

5,000.00

Total	$5,000.00	
Payments/Credits	$0.00	
Balance Due	$5,000.00	

Received 10/18/23

K U T A K  R O C K  L L P
TALLAHASSEE, FLORIDA
Telephone 404-222-4600
Facsimile 404-222-4654

Federal ID 47-0597598

October 16, 2023

Check Remit To: Kutak Rock LLP PO Box 30057
Omaha, NE 68103-1157

ACH/Wire Transfer Remit To:
ABA #104000016
First National Bank of Omaha
Kutak Rock LLP A/C # 24690470
Reference: Invoice No. 3295683 Client Matter No. 29423-1
Notification Email: eftgroup@kutakrock.com

Mr. George Flint Lake Lizzie CDD
c/o Governmental Management Services-Central Flordia, LLC 219 East Livingston Street
Orlando, FL 32801	Invoice No. 3295683
29423-1

Re:	General Counsel

For Professional Legal Services Rendered

09/02/23    L. Whelan	0.10	30.00	Conduct research regarding meeting
and public hearing continuance; review case law and legislative updates regarding same
09/08/23    M. Rigoni	0.20	55.00	Confer  with  Brooks  regarding
maintenance agreements
09/11/23    M. Rigoni	1.20	330.00	Prepare   landscape   maintenance
	agreement with Florida Landscape
Service	
09/25/23	M. Rigoni	0.20	55.00	Review draft October agenda; confer	
				with Brooks	

TOTAL HOURS	1.70

Received 10/16/23

KUTAK ROCK LLP
Lake Lizzie CDD October 16, 2023
Client Matter No. 29423-1 Invoice No. 3295683
Page 2		
TOTAL FOR SERVICES RENDERED	$470.00	
TOTAL CURRENT AMOUNT DUE	$470.00	
UNPAID INVOICES:		
August 15, 2023	Invoice No. 3265513	559.00	
September 27, 2023	Invoice No. 3282425	535.69	
TOTAL DUE	$1,564.69	

Lake Lizzie	
Community Development District	

Funding Request #17	
November 10, 2023	

Bill to:	Hanover Tyson, LLC	

General Fund	
Payee	FY2024	

1	Florida Department of Economic Opportunity	
	Invoice # 89567 - Special District Fee FY24	

$	175.00

2	Supervisor Fees - 11/01/23 meeting	
	Duane "Rocky" Owen	
	Thomas Franklin	

$	215.30	
$	215.30	

Total:

$	605.60

Please make check payable to:

Lake Lizzie Community Development District	
6200 Lee Vista Blvd, Suite 300	
Orlando, FL 32822	

Florida Department of Economic Opportunity, Special District Accountability Program
Fiscal Year 2023 • 2024 Special District State Fee Invoice and Profile Update
Required by sections 189.064 and 189.018, Florida Statutes, and Chapter 73C-24, Florida Administrative Code
Date Invoiced: 10/02/2023				Invoice No: 89567	
Annual Fee: $175.00	1st late Fee: $0.00	2nd Late Fee: $0.00	Received: $0.00	Total Due, Postmarked by 12/01/2023:
$175.00	
STEP 1: Review the following profile and make any needed changes.

Special District's Name, Registered Agent's Name and Registered Office Address:

000932
Lake Lizzie Community Development District
-Ms Sf, Ee  Fl.. &8fl ci¥ I'/\1C,\-\et....LE- )L.	G:iDNI
Kutak Rock LLP
107 West College Avenue Tallahassee, Florida 32301

FLORIDA  DEPARTMENT ef
ECONOMIC OPPORTUNITY

Telephone:
Fax:
Email:
Status:
Governing Body:
Website Address:
County(ies):
Special Purpose(s):
1O. Boundary Map on File:
Creation Document on File:
Date Established:
Creation Method:
Local Governing Authority:
Creation Document(s):
Statutory Authority:
Authority to Issue Bonds:

850-692-7307 Ext:

850-692-7319
$:a1al1 Saiidy li(Ql3tfi!111 ,  rr
Independent Elected
Not on file - Due by the end of the first fiscal year after creation. Osceola
Community Development 11/30/2022
11/30/2022
10/25/2022
Local Ordinance Osceola County
County Ordinance 2022-108
Chapter 190, Florida Statutes Yes

Revenue Source(s):

Assessments

Received 11/8/23

STEP 2: Sign and date to certify accuracy and completeness.
By signing and dating below, I do hereby certify that the profile above (changes noted if necessary) is accurate and complete:

Registered Agent's Signature: 	 Date

11.8.2023
_

STEP 3: Pay the annual state fee or certify eligibility for zero annual fee.
Pay the Annual Fee: Pay the annual fee online by following the instructions atwww.Floridajobs.org/SpecialDistrictFee or by check payable to the Florida Department of Economic Opportunity.
Or, Certify Eligibility for the Zero Fee: By initialing both of the following items, I, the above signed registered agent, do hereby certify that to the best of my knowledge and belief, BOTH of the following statements and those on any submissions to the Department are true, correct, complete, and made in good faith. I understand that any information I give may be verified.
_	This special district is not a component unit of a general purpose local government as determined by the special district and its Certified Public Accountant; and,
_	This special district is in compliance with its Fiscal Year 2023 - 2024 Annual Financial Report (AFR) filing requirement with the Florida Department of Financial Services (DFS) and that AFR reflects $3,000 or less in annual revenues or, is a special district not required to file a Fiscal Year 2023 - 2024 AFR with DFS and has included an income statement with this document verifying $3,000 or less in revenues for the current fiscal year.
Department Use Only: Approved:	 Denied: 	 Reason:	

STEP 4: Make a copy of this document for your records.
STEP 5: Mail this document and payment (if paying by check) to the Florida Department of Economic Opportunity, Bureau of Budget Management, 107 East Madison Street, MSC #120, Tallahassee, FL 32399-4124. Direct questions to (850) 717-8430.

Attendance Confirmation
for
BOARD OF SUPERVISORS

District Name:		Lake Lizzie CDD	

Board Meeting Date:	November 1, 2023

i

-

No ($0)

2

3

	,_ .	

..-  LIULlg .u

-

0

-
4	Duane "Rocky" Owen D

5

Thomas Franklin

0

Yes ($200)

Yes ($200)

No ($0)

No ($0)

6

Anthony Iorio

Jason Lonas

Fee Involved Yes/No

In Attendance
Please

Name

I

The supervisors present at the above referenced meeting should be compensated accordingly.

Approved for Payment:

	 Date
**RETURN SIGNED DOCUMENT TO DISTRICT ACCOUNTANT**

Received 11/2/23

Section 3

REQUISITION FOR SERIES 2023 PROJECT
The undersigned, an Authorized Officer of Lake Lizzie Community Development District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture between the District and U.S. Bank Trust Company, National Association, Fort Lauderdale, Florida, as trustee (the "Trustee"), dated as of July 1, 2023 (the "Master Indenture"), as supplemented by the First Supplemental Trust Indenture between the District and the Trustee, dated as of July 1, 2023 (the "Supplemental Indenture" and together with the Master Indenture, the "Indenture") (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture):
Requisition Number: 1
Name of Payee: Kutak Rock LLP
Amount Payable: $6,941.00
Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments or state Costs of Issuance, if applicable): Invoice # 3252946 & 3264162 - Project Construction for June & July 2023

Fund or Account and subaccount, if any, from which disbursement to be made:

The undersigned hereby certifies that:
obligations in the stated amount set forth above have been incurred by the District, that each disbursement set forth above is a proper charge against the Series 2023 Acquisition and Construction Account referenced above, that each disbursement set forth above was incurred in connection with the acquisition and/or construction of the Series 2023 Project and each represents a Cost of the Series 2023 Project, and has not previously been paid out of such Account;
OR
D  this requisition is for costs of issuance payable from the Series 2023 Costs of Issuance Account that has not previously been paid out of such Account.
The undersigned hereby further certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

1

The undersigned hereby further certifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.
Originals or copies of the invoice(s) from the vendor of the property acquired or services rendered with respect to which disbursement is hereby requested are on file with the District.

LAKE LIZZIE COMMUNITY DEVELOPMENT DISTRICT

By: 		 Authorized Officer

CONSULTING ENGINEER'S APPROVAL FOR NON-COST OF ISSUANCE REQUESTS ONLY

If this requisition is for a disbursement from other than the Series 2023 Costs of Issuance Account, the undersigned Consulting Engineer hereby certifies that this disbursement is for a Cost of the Series 2023 Project and is consistent with (a) the applicable acquisition or construction contract, (b) the plans and specifications for the portion of the Series 2023 Project with respect to which such disbursement is being made, and (c) the report of the Consulting Engineer attached as an exhibit to the Supplemental Indenture, as such report shall have been amended or modified on the date hereof.

Consulting Engineer

2

KUTAK  ROCK  LLP
TALLAHASSEE, FLORIDA
Telephone 404-222-4600
Facsimile 404-222-4654

Federal ID 47-0597598

June 21, 2023

Check Remit To: Kutak Rock LLP PO Box 30057
Omaha, NE 68103-1157

ACH/Wire Transfer Remit To:
ABA #104000016
First National Bank of Omaha
Kutak Rock LLP
AJC # 24690470
Reference: Invoice No. 3238062 Client Matter No. 29423-3
Notification Email: eftgroup@kutakrock.com

Mr. George Flint Lake Lizzie CDD
c/o Governmental Management Services-Central Flordia, LLC 219 East Livingston Street
Orlando, FL 32801	Invoice No. 3238062
29423-3

Re:	Series 2023 Project Construction For Professional Legal Services Rendered
04/20/23	S. Sandy	0.30	96.00	Prepare for and attend project status
call	
04/24/23	D. Wilbourn	1.00	170.00	Prepare	acquisition	checklist	for
Phase 1 improvements	
05/01/23	S. Sandy	0.20	64.00	Confer regarding status of Phase 1
acquisition	
05/03/23	M. Rigoni	1.10	302.50	Confer	with	Adams	regarding	
anticipated acquisition scope and research same; prepare acquisition checklist
05/03/23	S. Sandy	0.20	64.00	Review	Phase	1	plat;	confer	
				regarding same	
05/04/23	M. Rigoni	0.20	55.00	Research development status	
05/04/23	S. Sandy	0.20	64.00	Confer regarding status of Phase 1	
				acquisition;  provide project status	

05/31/23	
M. Rigoni	
0.80	
220.00	update
Confer	with	Arvelo;	revise	
acquisition checklist

KUTAK ROCK LLP
Lake Lizzie CDD June 21, 2023
Client Matter No. 29423-3 Invoice No. 3238062
Page 2

TOTAL HOURS	4.00

TOTAL FOR SERVICES RENDERED TOTALCURRENTAMOUNTDUE

$1,035.50

$1,035.50

KUTAK  ROCK  LLP
TALLAHASSEE, FLORIDA
Telephone 404-222-4600
Facsimile 404-222-4654

Federal ID 47-0597598

July 24, 2023

Check Remit To: Kutak Rock LLP PO Box 30057
Omaha, NE 68103-1157

ACH/Wire Transfer Remit To:
ABA #104000016
First National Bank of Omaha
Kutak Rock LLP
AJC # 24690470
Reference: Invoice No. 3252946 Client Matter No. 29423-3
Notification Email: eftgroup@kutakrock.com

Mr. George Flint Lake Lizzie CDD
c/o Governmental Management Services-Central Flordia, LLC 219 East Livingston Street
Orlando, FL 32801	Invoice No. 3252946
29423-3

Re:	Series 2023 Project Construction For Professional Legal Services Rendered
06/01/23	D. Wilbourn	1.70	289.00	Prepare acquisition documents for
Phase 1 improvements	
06/02/23	M. Rigoni	0.60	165.00	Review Phase 1 acquisition back-up
documents; confer with Arvelo	
06/02/23	S. Sandy	0.40	128.00	Confer regarding Phase 1 acquisition	
06/07/23	D. Wilbourn	0.70	119.00	Prepare acquisition documents for
Phase 1 improvements	
06/09/23	M. Rigoni	0.80	220.00	Update	acqms1t10n	documents;
confer with Arvelo	
06/15/23	M. Rigoni	0.20	55.00	Update development and financing
status chart; attend financing status	
				call	
06/21/23	M. Rigoni	0.40	110.00	Update acquisition documents	
06/22/23	M. Rigoni	0.50	137.50	Work	sess10n	with	Wilbourn
regarding	acquisition	documents;	

06/22/23

Wilbourn

1.40

238.00

revise acquisition checklist; confer with Arvelo
Prepare	Phase	1	acquisition

KUTAK ROCK LLP
Lake Lizzie CDD July 24, 2023
Client Matter No. 29423-3 Invoice No. 3252946
Page 2

				documents	
06/26/23	M. Rigoni	0.40	110.00	Facilitate Phase 1 acquisition	
06/26/23	S. Sandy	0.10	32.00	Review Phase 1 acquisition amount	
06/27/23	M. Rigoni	4.40	1,210.00	Confer with Arvelo, Sandy and Tran;	
				finalize	Phase	1	acquisition
documents; confer with Hindle	
06/27/23	S. Sandy	0.40	128.00	Confer regarding Phase 1 acquisition	
06/29/23	M. Rigoni	0.20	55.00	Confer with Arvelo	
06/30/23	M. Rigoni	0.30	82.50	Revise	acqms1t10n	documents;	
follow up with Hindle

TOTAL HOURS	12.50
TOTAL FOR SERVICES RENDERED	$3,079.00
TOTAL CURRENT AMOUNT DUE	$3,079.00

K U T A K  R O C K  L L P
TALLAHASSEE, FLORIDA
Telephone 404-222-4600
Facsimile 404-222-4654

Federal ID 47-0597598

August 7, 2023

Check Remit To: Kutak Rock LLP PO Box 30057
Omaha, NE 68103-1157

ACH/Wire Transfer Remit To:
ABA #104000016
First National Bank of Omaha
Kutak Rock LLP A/C # 24690470
Reference: Invoice No. 3264162 Client Matter No. 29423-3
Notification Email: eftgroup@kutakrock.com

Mr. George Flint Lake Lizzie CDD
c/o Governmental Management Services-Central Flordia, LLC 219 East Livingston Street
Orlando, FL 32801	Invoice No. 3264162
29423-3

Re:	Series 2023 Project Construction For Professional Legal Services Rendered
07/05/23	M. Rigoni	0.20	55.00	Confer with TOHO team regarding	
				lift station transfer	
07/05/23	D. Wilbourn	0.20	34.00	Update	phase	1	acquisition	
				documents	
07/07/23	M. Rigoni	2.80	770.00	Revise description of improvements	
				and legal description for Phase 1	
				acquisition;	confer	with	Adams,	
				Hindle, Iorio and Arvelo	
07/10/23	S. Sandy	0.10	32.00	Review	Phase	1	acquisition	
				correspondence	
07/13/23	M. Rigoni	3.40	935.00	Confer  with  Hindle,  Arvelo  and	
				Iorio;	revise	improvement	
				description	and	acquisition	cost;	
				prepare acquisition documents	
07/18/23	M. Rigoni	0.20	55.00	Follow up with Hindle	
07/25/23	M. Rigoni	0.10	27.50	Update development status chart	
07/26/23	S. Sandy	0.10	32.00	Confer regarding status	
07/28/23	M. Rigoni	0.20	55.00	Confer with Hindle and Tran	
07/28/23	D. Wilbourn	0.50	85.00	Update	and	revise	acquisition	

KUTAK ROCK LLP
Lake Lizzie CDD August 7, 2023
Client Matter No. 29423-3 Invoice No. 3264162
Page 2

documents
08/01/23	M. Rigoni	0.80	220.00	Review	revised	acquisition
	documents; confer with
Hindle	Tran and	
08/01/23	D. Wilbourn	0.80	136.00	Revise  and  disseminate	Phase  1	
				acquisition documents		
08/02/23	M. Rigoni	0.40	110.00	Review	executed	developer	
documents; confer with Tran 08/02/23	D. Wilbourn	0.70	119.00	Compile	signed	acquisition
documents
08/03/23	M. Rigoni	0.20	55.00	Follow up with Gould, Cover and	
				Clough	regarding	lift	station	
				improvement conveyance to TOHO	
08/03/23	D. Wilbourn	0.30	51.00	Compile final acquisition package	
08/04/23	M. Rigoni	0.20	55.00	Confer with Clough re lift station	
				improvements  conveyance;  review	
				Swell	comments	on	release	
documents and confer with Tran
TOTAL HOURS	11.20
TOTAL FOR SERVICES RENDERED	$2,826.50
TOTAL CURRENT AMOUNT DUE	$2,826.50

REQUISITION FOR SERIES 2023 PROJECT
The undersigned, an Authorized Officer of Lake Lizzie Community Development District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture between the District and U.S. Bank Trust Company, National Association, Fort Lauderdale, Florida, as trustee (the "Trustee"), dated as of July 1, 2023 (the "Master Indenture"), as supplemented by the First Supplemental Trust Indenture between the District and the Trustee, dated as of July 1, 2023 (the "Supplemental Indenture" and together with the Master Indenture, the "Indenture") (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture):
Requisition Number: 2
Name of Payee: Hanover Tyson, LLC 605 Commonwealth Ave Orl FL 32803
Amount Payable: $17,590.29
	Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments or state Costs of Issuance, if applicable): Reimbursement for FR# 2, 4, 6, 8, 9 & 11

Fund or Account and subaccount, if any, from which disbursement to be made:

The undersigned hereby certifies that:
obligations in the stated amount set forth above have been incurred by the District, that each disbursement set forth above is a proper charge against the Series 2023 Acquisition and Construction Account referenced above, that each disbursement set forth above was incurred in connection with the acquisition and/or construction of the Series 2023 Project and each represents a Cost of the Series 2023 Project, and has not previously been paid out of such Account;
OR
D  this requisition is for costs of issuance payable from the Series 2023 Costs of Issuance Account that has not previously been paid out of such Account.
The undersigned hereby further certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further certifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.
Originals or copies of the invoice(s) from the vendor of the property acquired or services rendered with respect to which disbursement is hereby requested are on file with the District.

LAKE LIZZIE COMMUNITY DEVELOPMENT DISTRICT

By: 		 Authorized Officer

CONSULTING ENGINEER'S APPROVAL FOR NON-COST OF ISSUANCE REQUESTS ONLY

If this requisition is for a disbursement from other than the Series 2023 Costs of Issuance Account, the undersigned Consulting Engineer hereby certifies that this disbursement is for a Cost of the Series 2023 Project and is consistent with (a) the applicable acquisition or construction contract, (b) the plans and specifications for the portion of the Series 2023 Project with respect to which such disbursement is being made, and (c) the report of the Consulting Engineer attached as an exhibit to the Supplemental Indenture, as such report shall have been amended or modified on the date hereof.

Consulting Engineer

Lake Lizzie		
Community Development District		
		Funding Request #2	
		February 28, 2023	
Bill to:	Hanover Tyson, LLC	
CAPITAL PROJECTS (1)	

General Fund	
Payee	FY2023	FY2023	

1	Kutak Rock LLP			
Invoice # 3141312 - General Counsel		$	2,693.57	
Invoice # 3141313 - Bond Validation	$	542.50		
Invoice # 3156466 - Bond Validation	$	417.50		
Invoice # 3156467 - General Counsel		$	3,993.51	
Invoice # 3168584 - General Counsel		$	551.50	
Invoice # 3168586 - Bond Validation	$	2,067.50		
Invoice # 3182059 - General Counsel		$	3,362.50	
Invoice # 3182060 - Project Construction	$	928.00		
Invoice # 3182061 - Bond Validation	$	3,115.54		
2	Orlando Sentinel			
Invoice # 066346479000 - Legal Advertising		$	530.68	
Invoice # 066699713000 - Legal Advertising		$	2,081.00	
	$	7,071.04	$	13,212.76	

	Total:	$	20,283.80 

Please make check payable to:

Lake Lizzie Community Development District
6200 Lee Vista Blvd, Suite 300
Orlando, FL 32822

RECEIVED FF' 2'.7 2023

KUTAK  ROCK  LLP
TALLAHASSEE,FLORIDA
Telephone 404-222-4600
Facsimile 404-222-4654

Federal ID 47-0597598

November 29, 2022

Check Remit To: Kutak Rock LLP POBox30057
Omaha, NE 68103-1157

Wire Transfer Remit To:
ABA #104000016
First National Bank of Omaha
Kutak Rock LLP
AJC # 24690470
Reference: Invoice No. 3141313 Client Matter No. 29423-4

Mr. George Flint Lake Lizzie CDD
c/o Governmental Management Services-Central Flordia, LLC 219 East Livingston Street
Orlando, FL 32801	Invoice No. 3141313
29423-4

Re:	Validation

For Professional Legal Services Rendered

10/19/22	M. Rigoni	0.70	185.50	Revise validation complaint		
10/20/22	M. Rigoni	0.30	79.50	Review	Wilhelm	comments
validation complaint	on	
10/20/22	S.Sandy	0.30	96.00	Prepare complaint		
10/20/22	D. Wilbourn	0.60	102.00	Update and revise complaint		
10/24/22	M. Rigoni	0.30	79.50	Review validation complaint		

TOTALHOURS	2.20

TOTALFORSERVICESRENDERED TOTAL CURRENT AMOUNT DUE

$542.50
$542.50

KUTAK  ROCK  LLP
TALLAHASSEE, FLORIDA
Telephone 404-222-4600
Facsimile 404-222-4654

Federal ID 47-0597598

December 22, 2022

Check Remit To: Kutak Rock LLP PO Box30057
Omaha, NE 68103-1157

Wire Transfer Remit To:
ABA #104000016
First National Bank of Omaha
Kutak Rock LLP
NC # 24690470
Reference: Invoice No. 3156466 Client Matter No. 29423-4

:..I

,-, -...IV	".J  ...J
..,J .........

lJ[[  2 7 2022

Mr. George Flint Lake Lizzie CDD
c/o Governmental Management Services-Central Flordia, LLC 219 East Livingston Street
Orlando, FL 32801	Invoice No. 3156466
29423-4

Re:	Validation

For Professional Legal Services Rendered

11/02/22	D. Wilbourn	0.30	51.00	Update	and	reVIse	validation	
				complaint				
11/03/22	M. Rigoni	0.10	26.50	Update	status	chart;	attend	

11/04/22
11/09/22

M. Rigoni
S. Sandy

0.80
0.20

212.00
64.00

conference call
Finalize validation complaint
Review validation complaint; conduct follow-up regarding engineer's report for validation filing

11/16/22

S. Sandy	0.20	64.00

Follow-up	regarding	engineer's report for validation filing

TOTAL HOURS	1.60

KUTAK ROCK LLP
Lake Lizzie CDD		
December 22, 2022
Client Matter No. 29423-4 Invoice No. 3156466
Page 2		
TOTAL FOR SERVICES RENDERED	$417.50	
TOTAL CURRENT AMOUNT DUE	$417.50	
UNPAID INVOICES:		
November 29, 2022	Invoice No. 3141313	542.50	
TOTAL DUE	$960,00	

KUTAK	ROCK	LLP
TALLAHASSEE, FLORIDA
Telephone 404-222-4600
Facsimile 404-222-4654

Federal ID 47-0597598

January 18, 2023

Check Remit To: Kutak Rock LLP PO Box 30057
Omaha, NE 68103-1157

Wire Transfer Remit To:
ABA #104000016
First National Bank of Omaha
Kutak Rock LLP A/C # 24690470
Reference: Invoice No. 3168586 Client Matter No. 29423-4

RECEIVED
1 9 2023

Mr. George Flint Lake Lizzie CDD
c/o Governmental Management Services-Central Flordia, LLC 219 East Livingston Street
Orlando, FL 32801	Invoice No. 3168586
29423-4

Re:	Validation

For Professional Legal Services Rendered

12/08/22

M. Rigoni

0.80	212.00

Final review of finalized master engineer's report, complaint and exhibits for filing

12/08/22

12/09/22

S. Sandy

M. Rigoni

0.20

0.60

64.00

159.00

Confer regarding authorization resolution
Confer with Brookes regarding bond resolution; finalize bond validation complaint and exhibit for filing; prepare draft answer and acknowledgment of service and confer with Perry

12/09/22	D. Wilbourn	1.20	204.00	Prepare and file validation complaint	
12/12/22	D. Wilbourn	1.20	204.00	Compile	validation	materials	for	
				joint stipulation	
12/13/22	D. Wilbourn	1.00	170.00	Prepare validation documents and	

12/15/22	
D. Wilbourn	
0.70	
119.00	exhibits
Prepare	joint	stipulation	and	

12/16/22	
M. Rigoni	
0.20	
53.00	supporting documents
Review state's filings; confer with	
staff regarding status of validation

KUTAK ROCK LLP
Lake Lizzie CDD January 18, 2023
Client Matter No. 29423-4 Invoice No. 3168586
Page 2

12/16/22

D. Wilbourn

0.60	102.00

items; coordinate hearing times Communications regarding judicial assignment	and	coordination	of hearing date

12/19/22	S. Sandy	0.10	32.00	Review	correspondence	regarding	

12/19/22	
D. Wilbourn	
0.80	
136.00	show cause hearing
Coordinate show cause hearing	
12/20/22	M. Rigoni	0.30	79.50	Finalize notice and order to show	

12/20/22	
D. Wilbourn	
0.70	
119.00	cause and confer with Perry
Prepare notice and order to show	
				cause	

TOTAL HOURS	8.40

TOTAL FOR SERVICES RENDERED		$1,653.50	
DISBURSEMENTS			
Filing and Court Fees	414.00		
TOTAL DISBURSEMENTS		414.00	
TOTAL CURRENT AMOUNT DUE		$2,067.50	
UNPAID INVOICES:			
November 29, 2022	Invoice No. 3141313		542.50	
December 22, 2022	Invoice No. 3156466		417.50	
TOTAL DUE		$3,027.50	

RECEIVED FEB 212023

KUTAK  ROCK  LLP
TALLAHASSEE, FLORIDA
Telephone 404-222 4600
Facsimile 404-222-4654

Federal ID 47-0597598

February 20, 2023

Check Remit To: Kutak Rock LLP PO Box 30057
Omaha, NE 68103-1157

Wire Transfer Remit To:
ABA #104000016
First National Bank of Omaha
Kutak Rock LLP A/C # 24690470
Reference: Invoice No. 3182060 Client Matter No. 29423-3

Mr. George Flint Lake Lizzie CDD
c/o Governmental Management Services-Central Flordia, LLC 219 East Livingston Street
Orlando. FL 32801	Invoice No. 3182060
29423-3

Re:	Series 2023 Project Construction For Professional Legal Services Rendered
01/12/23	S. Sandy	0.10	32.00	Attend project status call	
01/23/23	S. Sandy	0.40	128.00	Review Trinity Place plat	
01/24/23	S. Sandy	2.40	768.00	Review Trinity Place plat; provide comments regarding same	

TOTAL HOURS	2.90

TOTAL FOR SERVICES RENDERED TOTAL CURRENT AMOUNT DUE

$928.00
$928.00

KUTAK	ROCK  LLP
TALLAHASSEE, FLORIDA
Telephone 404-222-4600
Facsimile 404-222-4654

Federal ID 47-0597598

February 20, 2023

RECEIVED FEB 212023
Check Remit To: Kutak Rock LLP PO Box 30057
Omaha, NE 68103-1157

Wire Transfer Remit To:
ABA #104000016
First National Bank of Omaha
Kutak Rock LLP A/C # 24690470
Reference: Invoice No. 3182061 Client Matter No. 29423-4

Mr. George Flint Lake Lizzie CDD
c/o Governmental Management Services-Central Flordia, LLC 219 East Livingston Street
Orlando, FL 32801	Invoice No. 3182061
29423-4

Re:	Validation

For Professional Legal Services Rendered

01/03/23	M. Rigoni	0.10	27.50	Follow	up	with	Perry	regarding	

01/03/23	
D. Wilbourn	
0.50	
85.00	notice and order to show cause
Follow-up on status of validation	

01/04/23	
M. Rigoni	
0.20	
55.00	materials
Research	status	of	outstanding	

01/04/23	
D. Wilbourn	
0.80	
136.00	validation pleadings
Prepare bond validation checklist	
01/05/23	M. Rigoni	0.20	55.00	Confer	with	Wilbourn	regarding	
				submittal of notice and order to show	

01/05/23	
D. Wilbourn	
0.80	
136.00	cause
Prepare  cover  letter  and  transmit	
				notice and order to show cause to	

01/09/23	
M. Rigoni	
0.20	
55.00	judge
Review state's filings	
01/09/23	D. Wilbourn	1.20	204.00	Update and revise joint stipulation	
01/13/23	M. Rigoni	0.10	27.50	Confer regarding status of validation	
01/17/23	M. Rigoni	0.30	82.50	Review executed notice and order to	
				show	cause;	confer	with	Iorio,	
Orosz, Hindle and Perry regarding judge reassignment

KUTAK ROCK LLP
Lake Lizzie CDD February 20, 2023
Client Matter No. 29423-4 Invoice No. 3182061
Page 2

01/17/23

S. Sandy

0.20

64.00

Facilitate	scheduling	validation hearing

01/17/23	D. Wilbourn	0.50	85.00	Confer	with	Rigoni	and	Sandy	
				regarding judicial assignment; revise	

01/18/23	
D. Wilbourn	
0.40	
68.00	notice and order to show cause
Coordinate publication of notice and	

01/23/23	
D. Wilbourn	
1.20	
204.00	order to show cause
Update and revise joint stipulation	

01/24/23	
D. Wilbourn	
0.70	
119.00	and supporting documents
Update and revise joint stipulation	

01/25/23	
D. Wilbourn	
1.70	
289.00	and supporting documents
Prepare pre-hearing memorandum of	

01/26/23	
D. Wilbourn	
1.00	
170.00	law; revise joint stipulation
Update and revise joint stipulation	
01/31/23	D. Wilbourn	0.80	136.00	Update and revise joint stipulation	

TOTAL HOURS	10.90

TOTAL FOR SERVICES RENDERED DISBURSEMENTS

$1,998.50

Miscellaneous

1,117.04	VENDOR:	TRIBUNE PUBLISHING COMPANY LLC

dba	ORLAN;	INVOICE#:	
067808941000;	DATE:	
	1/30/2023	- (2) Public Notices	
TOTAL DISBURSEMENTS		1.117.04	
TOTAL CURRENTAMOUNT DUE		$3,115.54	
UNPAID INVOICES:			
November 29, 2022	Invoice No. 3141313		542.50	
December 22, 2022	Invoice No. 3156466		417.50	
January 18, 2023	Invoice No. 3168586		2,067.50	
TOTAL DUE		04	

Lake Lizzie
Community Development District
	Funding Request #4
April 3, 2023	
Bill to:	Hanover Tyson, LLC	
CAPITAL PROJECTS (1)	

General Fund	
	Payee	FY2023	FY2023	

1	

Governmental Management Services			
	Invoice # 1 - November 2022		$	1,812.50	
	Invoice # 2 - December 2022		$	1,812.50	
	Invoice # 3 - January 2023		$	1,812.50	
	Invoice # 4 - February 2023		$	1,812.50	
	Invoice # 5 - March 2023		$	1,812.50	
2	Kutak Rock LLP			
	Invoice # 3196658 - General Counsel		$	964.00	
	Invoice # 3196660 - Bond Validation	$	4,746.00		
3	Rocky Owne			
	Board Meeting - 11/02/2022		$	215.30	
	Board Meeting - 02/01/2023		$	215.30	
4	Thomas Franklin			
	Board Meeting - 11/02/2022		$	215.30	
	Board Meeting - 02/01/2023		$	215.30	

		$	4,746.00	$	10,887.70	

	Total:	$	15,633.70 

Please make check payable to:

Lake Lizzie Community Development District
6200 Lee Vista Blvd, Suite 300

KUTAK  ROCK  LLP
TALLAHASSEE, FLORIDA
Telephone 404-222-4600
Facsimile 404-222-4654

Federal ID 47-0597598

March 28, 2023

RECEIVED MAR 2 8 2023
Check Remit To: Kutak Rock LLP PO Box 30057
Omaha, NE 68103-1157

ACH/Wire Transfer Remit To:
ABA #104000016
First National Bank of Omaha
Kutak Rock LLP A/C # 24690470
Reference: Invoice No. 3196660 Client Matter No. 29423-4
Notification Email: eftgroup@kutakrock.com

Mr. George Flint Lake Lizzie CDD
c/o Governmental Management Services-Central Flordia, LLC 219 East Livingston Street
Orlando, FL 32801	Invoice No. 3196660
29423-4

Re:	Validation

For Professional Legal Services Rendered

02/02/23	D. Wilbourn	1.80	306.00	Update and revise joint stipulation	

02/06/23	
D. Wilbourn	
1.10	
187.00	and exhibits thereto
Communications in connection with	
				affidavit	of  publication	of  show	
				cause notice; update joint stipulation	
02/07/23	D. Wilbourn	0.80	136.00	Update and revise joint stipulation	
02/08/23	S.Sandy	0.10	32.00	Review status of validation pleadings	
02/09/23	S.Sandy	0.60	192.00	Prepare joint stipulation	
02/10/23	D. Wilbourn	0.80	136.00	Communications	with	district	
				manager regarding joint stipulation	

02/13/23	
D. Wilbourn	
0.80	
136.00	exhibits; update joint stipulation
Coordinate	court  reporter;	update	
				and	revise	joint	stipulation;	
				coordinate payment of publication	

02/14/23	
S.Sandy	
0.10	
32.00	mv01ce
Review status of joint stipulation	
02/14/23	D. Wilbourn	2.00	340.00	Update and revise joint stipulation	
				and	exhibits	thereto;	prepare	
certificates for exhibits

KUTAK ROCK LLP
Lake Lizzie CDD March 28, 2023
Client Matter No. 29423-4 Invoice No. 3196660
Page 2

02/15/23	S.Sandy	0.20	64.00	Confer	with	Flint	and	Adams	
				regarding District records for joint	
				stipulation	
02/15/23	D. Wilbourn	1.60	272.00	Update and revise joint stipulation;	
				communications	with	district	

02/16/23	
S. Sandy	
1.80	
576.00	manager
Prepare Joint Stipulation	
02/16/23	D. Wilbourn	1.60	272.00	Update and revise joint stipulation;	
				communications	with	district	

02/17/23	
D. Wilbourn	
1.00	
170.00	manager
Finalize	joint	stipulation	for	

02/20/23	
S.Sandy	
0.50	
160.00	dissemination
Prepare joint stipulation	
02/20/23	D. Wilbourn	1.60	272.00	Prepare	proposed	final  judgment;	

02/21/23	
D. Wilbourn	
0.50	
85.00	update and revise joint stipulation
Prepare and transmit joint stipulation	

02/22/23	
D. Wilbourn	
0.70	
119.00	to state attorney for review
Update and revise joint stipulation	
02/24/23	S. Sandy	2.50	800.00	Prepare Prehearing Memorandum of	
				Law and proposed Final Judgment;	
				confer with Perry regarding same;	

02/24/23	
D. Wilbourn	
2.70	
459.00	prepare same for filing
Communications	with	judicial	
assistant; prepare memorandum of law and joint stipulation for filing; file same; prepare cover letter to judge; prepare hearing outline

TOTAL HOURS	22.80

TOTAL FOR SERVICES RENDERED TOTAL CURRENT AMOUNT DUE

$4,746.00
$4.746.00

Lake Lizzie
Community Development District

Funding Request #6
April 27, 2023

Bill to:	Hanover Tyson, LLC

CAPITAL PROJECTS (1)	General Fund

Payee	FY2023	FY2023

1	Kutak Rock LLP
Invoice # 3209773 - General Counsel Invoice # 3209775 - Bond Validation

$
$	1,404.00

500.00

$	1,404.00	$	500.00

	Total:	$	1,904.00 

Please make check payable to:

Lake Lizzie Community Development District
6200 Lee Vista Blvd, Suite 300
Orlando, FL 32822

K U T A K  R O C K  L L P
TALLAHASSEE, FLORIDA
Telephone 404-222-4600
Facsimile 404-222-4654

Federal ID 47-0597598

April 24, 2023

Check Remit To: Kutak Rock LLP PO Box 30057
Omaha, NE 68103-1157

ACH/Wire Transfer Remit To:
ABA #104000016
First National Bank of Omaha
Kutak Rock LLP A/C # 24690470
Reference: Invoice No. 3209775 Client Matter No. 29423-4
Notification Email: eftgroup@kutakrock.com

Mr. George Flint Lake Lizzie CDD
c/o Governmental Management Services-Central Flordia, LLC 219 East Livingston Street
Orlando, FL 32801	Invoice No. 3209775
29423-4

Re:	Validation

For Professional Legal Services Rendered

03/02/23	D. Wilbourn	1.00	170.00	Prepare for validation hearing	
03/07/23	S. Sandy	0.20	64.00	Prepare for validation hearing	
03/07/23	D. Wilbourn	1.70	289.00	Prepare for hearing; compile hearing	

03/08/23	

S. Sandy	

1.20	

384.00	notebook;	communications	with witnesses
Prepare  for  and  attend  validation	
				hearing; conduct follow-up regarding	
				same	
03/15/23	D. Wilbourn	0.70	119.00	Coordinate	payment	of	court	
				reporting fees; communications with	
				judicial	assistant	regarding	final	
				judgment	
03/20/23	S. Sandy	0.20	64.00	Confer	regarding	status	of	final	
				judgment	
03/21/23	D. Wilbourn	0.20	34.00	Conduct	follow-up	to	validation	
				hearing	

TOTAL HOURS	5.20

KUTAK ROCK LLP
Lake Lizzie CDD April 24, 2023
Client Matter No. 29423-4 Invoice No. 3209775
Page 2

TOTAL FOR SERVICES RENDERED	$1,124.00 DISBURSEMENTS
Miscellaneous	280.00 VENDOR: HUSEBY GLOBAL LITIGATION; INVOICE#: 781297;  DATE:  3/14/2023   -
Transcript of Hearing Held on March 8, 2023

TOTAL DISBURSEMENTS	280.00

TOTAL CURRENT AMOUNT DUE	$1,404.00

Lake Lizzie	
Community Development District	

Funding Request #8	
June 13, 2023	

CAPITAL PROJECTS (1)	General Fund	
Payee	FY2023	FY2023	

Bill to:	Hanover Tyson, LLC	

1	Governmental Management Services	
	Invoice #8 - June 2023	

$	1,822.70

2	Kutak Rock LLP	
	Invoice # 3225776 - General Counsel - April 2023	
	Invoice # 3225777 - Bond Validation - April 2023	

$

3	Supervisor Fees - 06/07/23 meeting	
	Duane "Rocky" Owen	
	Thomas Franklin	

Total:

$

$	215.30	
$	215.30	

254.75

$	254.75	$	2,771.30	

$

518.00

3,026.05

Please make check payable to:

Lake Lizzie Community Development District	
6200 Lee Vista Blvd, Suite 300	
Orlando, FL 32822	

K U T A K  R O C K  L L P
TALLAHASSEE, FLORIDA
Telephone 404-222-4600
Facsimile 404-222-4654

Federal ID 47-0597598

May 31, 2023

Check Remit To: Kutak Rock LLP PO Box 30057
Omaha, NE 68103-1157

ACH/Wire Transfer Remit To:
ABA #104000016
First National Bank of Omaha
Kutak Rock LLP A/C # 24690470
Reference: Invoice No. 3225777 Client Matter No. 29423-4
Notification Email: eftgroup@kutakrock.com

Mr. George Flint Lake Lizzie CDD
c/o Governmental Management Services-Central Flordia, LLC 219 East Livingston Street
Orlando, FL 32801	Invoice No. 3225777
29423-4

Re:	Validation

For Professional Legal Services Rendered

04/04/23	S. Sandy	0.10	32.00	Review executed final judgment	
04/18/23	D. Wilbourn	0.30	51.00	Prepare Certificate of No Appeal	
04/19/23	D. Wilbourn	0.70	119.00	Prepare and coordinate mailing of	
				Certificate of No Appeal for filing	

TOTAL HOURS	1.10

KUTAK ROCK LLP
Lake Lizzie CDD May 31, 2023
Client Matter No. 29423-4 Invoice No. 3225777
Page 2		
TOTAL FOR SERVICES RENDERED			$202.00	
DISBURSEMENTS				
Freight and Postage	45.15			
Reproduction Costs	0.60			
Miscellaneous	7.00	VENDOR:	OSCEOLA	
COUNTY	COURT	CLERK; INVOICE#:		041923;		DATE:
4/19/2023	-	Certificate of No Appeal
TOTAL DISBURSEMENTS	52.75
TOTAL CURRENT AMOUNT DUE	$254.75

Lake Lizzie	
Community Development District	

Bill to:	Hanover Tyson, LLC	

Funding Request #9	
June 30, 2023	

CAPITAL PROJECTS (1)	General Fund	
Payee	FY2023	FY2023	

1	Kutak Rock LLP	
	Invoice # 3238060 - General Counsel - May 2023	
	Invoice # 3238062 - Project Construction - April 2023	

$
$	1,035.50

2,029.50

$	1,035.50	$	2,029.50	

Total:

$	3,065.00

Please make check payable to:

Lake Lizzie Community Development District	
6200 Lee Vista Blvd, Suite 300	
Orlando, FL 32822	

K U T A K  R O C K  L L P
TALLAHASSEE, FLORIDA
Telephone 404-222-4600
Facsimile 404-222-4654

Federal ID 47-0597598

June 21, 2023

Check Remit To: Kutak Rock LLP PO Box 30057
Omaha, NE 68103-1157

ACH/Wire Transfer Remit To:
ABA #104000016
First National Bank of Omaha
Kutak Rock LLP A/C # 24690470
Reference: Invoice No. 3238062 Client Matter No. 29423-3
Notification Email: eftgroup@kutakrock.com

Mr. George Flint Lake Lizzie CDD
c/o Governmental Management Services-Central Flordia, LLC 219 East Livingston Street
Orlando, FL 32801	Invoice No. 3238062
29423-3

Re:	Series 2023 Project Construction For Professional Legal Services Rendered
04/20/23	S. Sandy	0.30	96.00	Prepare for and attend project status
call
04/24/23	D. Wilbourn	1.00	170.00	Prepare	acquisition	checklist	for	
				Phase 1 improvements	
05/01/23	S. Sandy	0.20	64.00	Confer regarding status of Phase 1	
				acquisition	
05/03/23	M. Rigoni	1.10	302.50	Confer	with	Adams	regarding	
anticipated acquisition scope and research same; prepare acquisition checklist
05/03/23	S. Sandy	0.20	64.00	Review	Phase	1	plat;	confer	
				regarding same	
05/04/23	M. Rigoni	0.20	55.00	Research development status	
05/04/23	S. Sandy	0.20	64.00	Confer regarding status of Phase 1	
				acquisition;  provide  project  status	
				update	
05/31/23	M. Rigoni	0.80	220.00	Confer	with	Arvelo;	revise	
acquisition checklist

KUTAK ROCK LLP
Lake Lizzie CDD June 21, 2023
Client Matter No. 29423-3 Invoice No. 3238062
Page 2

TOTAL HOURS	4.00

TOTAL FOR SERVICES RENDERED	$1,035.50

TOTAL CURRENT AMOUNT DUE	$1,035.50

Lake Lizzie	
Community Development District	

Funding Request #11	
July 28, 2023	

CAPITAL PROJECTS (1)	General Fund	
Payee	FY2023	FY2023	

Bill to:	Hanover Tyson, LLC	

1	Kutak Rock LLP	
	Invoice # 3252928 - General Counsel - June 2023	
	Invoice # 3252946 - Project Construction - June 2023	

$
$	3,079.00

2,056.00

$	3,079.00	$	2,056.00	

$	5,135.00

Please make check payable to:

Lake Lizzie Community Development District	
6200 Lee Vista Blvd, Suite 300	
Orlando, FL 32822	

K U T A K  R O C K  L L P
TALLAHASSEE, FLORIDA
Telephone 404-222-4600
Facsimile 404-222-4654

Federal ID 47-0597598

July 24, 2023

Check Remit To: Kutak Rock LLP PO Box 30057
Omaha, NE 68103-1157

ACH/Wire Transfer Remit To:
ABA #104000016
First National Bank of Omaha
Kutak Rock LLP A/C # 24690470
Reference: Invoice No. 3252946 Client Matter No. 29423-3
Notification Email: eftgroup@kutakrock.com

Mr. George Flint Lake Lizzie CDD
c/o Governmental Management Services-Central Flordia, LLC 219 East Livingston Street
Orlando, FL 32801	Invoice No. 3252946
29423-3

Re:	Series 2023 Project Construction For Professional Legal Services Rendered
06/01/23	D. Wilbourn	1.70	289.00	Prepare acquisition documents for	
				Phase 1 improvements	
06/02/23	M. Rigoni	0.60	165.00	Review Phase 1 acquisition back-up	
				documents; confer with Arvelo	
06/02/23	S. Sandy	0.40	128.00	Confer regarding Phase 1 acquisition	
06/07/23	D. Wilbourn	0.70	119.00	Prepare acquisition documents for	
				Phase 1 improvements	
06/09/23	M. Rigoni	0.80	220.00	Update	acquisition	documents;	
				confer with Arvelo	
06/15/23	M. Rigoni	0.20	55.00	Update development and financing	
				status chart; attend financing status	
				call	
06/21/23	M. Rigoni	0.40	110.00	Update acquisition documents	
06/22/23	M. Rigoni	0.50	137.50	Work	session	with	Wilbourn	
				regarding	acquisition	documents;	
revise acquisition checklist; confer with Arvelo
06/22/23	D. Wilbourn	1.40	238.00	Prepare	Phase	1	acquisition
documents
06/26/23	M. Rigoni	0.40	110.00	Facilitate Phase 1 acquisition	
06/26/23	S. Sandy	0.10	32.00	Review Phase 1 acquisition amount	

KUTAK ROCK LLP
Lake Lizzie CDD July 24, 2023
Client Matter No. 29423-3 Invoice No. 3252946
Page 2

06/27/23	M. Rigoni	4.40	1,210.00	Confer with Arvelo, Sandy and Tran;	
				finalize	Phase	1	acquisition	
				documents; confer with Hindle	
06/27/23	S. Sandy	0.40	128.00	Confer regarding Phase 1 acquisition	
06/29/23	M. Rigoni	0.20	55.00	Confer with Arvelo	
06/30/23	M. Rigoni	0.30	82.50	Revise	acquisition	documents;	
follow up with Hindle

TOTAL HOURS	12.50
TOTAL FOR SERVICES RENDERED	$3,079.00
TOTAL CURRENT AMOUNT DUE	$3,079.00

REQUISTION FOR SERIES 2023 PROJECT
The undersigned, an Authorized Officer of Lake Lizzie Community Development District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture between the District and U.S. Bank Trust Company, National Association, Fort Lauderdale, Florida, as trustee (the "Trustee"), dated as of July 1, 2023 (the "Master Indenture"), as supplemented by the First Supplemental Trust Indenture between the District and the Trustee, dated as of July 1, 2023 (the "Supplemental Indenture" and together with the Master Indenture, the "Indenture") (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture):
Requisition Number:
Name of Payee:	HLC Edge Holdings, LLC
Pay per attached wiring instructions Contact: Scott Hoopes (407) 988-1409
Amount Payable:	$2,994,716.29, plus all residual interest in the Series 2023 Acquisition and Construction Account
NOTE: Summary of eligible Acquisition Cost and Amount Payable requested hereunder below. See Table 1 attached hereto for additional information.
Phase 1 Acquisition Cost (Total Eligible)	$8,375,016.10	
Amount Payable by this Requisition (Estimated)	$2,994 716.29	
Unpaid Requisition Amount	$5,380,299.81	

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments or state Costs of Issuance, if applicable): Acquisition of Trinity Place - Phase 1 Infrastructure Improvements
Fund or Account and subaccount, if any, from which disbursement to be
made:
The undersigned hereby certifies that:
!XI	obligations in the stated amount set forth above have been incurred by
the District, that each disbursement set forth above is a proper charge against the Series 2023 Acquisition and Construction Account referenced above, that each disbursement set forth above was incurred in connection with the acquisition and/or construction of the Series 2023 Project and each represents a Cost of the Series 2023 Project, and has not previously been paid out of such Account;
OR

C-1

this requisition is for costs of issuance payable from the Series 2023 Costs of Issuance Account that has not previously been paid out of such Account.
The undersigned hereby further certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.
The undersigned hereby further certifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.
Originals or copies of the invoice(s) from the vendor of the property acquired or services rendered with respect to which disbursement is hereby requested are on file with the District.

LAKE LIZZIE COMMUNITY DEVELOPMENT DISTRICT

By: 		 Authorized Officer

[continue onto next page]

CONSULTING ENGINEER'S APPROVAL FOR NON-COST OF ISSUANCE REQUESTS ONLY

If this requisition is for a disbursement from other than the Series 2023 Costs of Issuance Account, the undersigned Consulting Engineer hereby certifies that this disbursement is for a Cost of the Series 2023 Project and is consistent with (a) the applicable acquisition or construction contract, (b) the plans and specifications for the portion of the Series 2023 Project with respect to which such disbursement is being made, and (c) the report of the Consulting Engineer attached as an exhibit to the Supplemental Indenture, as such report shall have been amended or modified on the date hereof.

Consulting Engineer

Summary of Phase 1 Acquisition Costs

Trinity Place – Phase 1 Improvements	Eligible Costs	Retainage1
(10%)	Acquisition Cost	
Master Stormwater, Potable Water, Reclaimed Water, Sanitary Sewer, Lift Station and Roadway
Improvements	$9,469,286.95	$945,800.85	$8,523,486.10	
Electrical Conduit	$471,530	$0	$471,530.00	
				
Less Required Developer Contribution2	($620,000.00)	--	($620,000.00)	
TOTAL ELIGIBLE
PHASE 1 ACQUISITION COST3	$9,940,816.95		$8,375,016.10	
Less Amount Payable by this Requisition4	($2,994,716.29)		($2,994,716.29)	
Unfunded Requisition Amount5	$6,946,100.66		$5,380,299.81	

Table 1 Footnotes:
1 Any Retainage related to the Acquisition Cost shall be requisitioned by the District only upon notice from the District Engineer that the Retainage has been released to the contractor(s).
2 Required Developer Contribution as required and as set forth in that certain Completion Agreement (Series 2023 Bonds – Phase 1) dated July 7, 2023, and the First Supplemental Assessment Methodology Report for the Series 2023 Bonds, dated June 29, 2023.
3 Note, this Requisition represents Acquisition Cost for the Trinity Place – Phase 1 Improvements eligible for payment out of the Series 2023 Acquisition and Construction Account in the total amount of $8,375,016.10 (or $9,940,816.95 once retainage is paid), which exceeds the amount available for payment in the Series 2023 Acquisition and Construction Account as of the date of this Requisition.
4Represents estimated balance of the Series 2023 Acquisition and Construction Account, plus all residual interest on the Series 2023 Acquisition and Construction Account, as of the date of payment of this Requisition. Final amount to be determined by Trustee on the date of payment.
5 Represents the remaining Acquisition Cost not paid pursuant to this Requisition and eligible to be paid as future funds may be released and deposited in the Series 2023 Acquisition and Construction Account, under Section 403 of the First Supplemental Trust Indenture, dated as of July 1, 2023, all in accordance therewith.

DOCUMENT CHECKLIST FOR LAKE LIZZIE CDD
ACQUISITION OF PUBLIC INFRASTRUCTURE IMPROVEMENTS (TRINITY PLACE PHASE 1)
	CDD DOCUMENTS	
☒	Letter from Hanover Tyson, LLC Requesting Acquisition	
☒	Affidavit of Costs Paid	
☒	Affidavit for Deed	
☒	Special Warranty Deed
☒ Developer to CDD (SMF and lake bank Open Space tracts only*)
*lift station costs included in Swell contract, but underlying fee owned by neighboring property owner (American Homes 4 Rent or its affiliate); title to be conveyed directly to TOHO from
American Homes to TOHO (per Andres Arvelo’s conversation with American Homes For Rent & TOHO; awaiting confirmation from Corey Clough at TOHO via Arvelo e-mail on 6/27/2023)
*ROW dedicated via plat to public (County)	
☒	Contractor Release & Warranty Agreements – These documents acknowledge that the District may rely upon any work product being acquired and is entitled to any warranties and rights under the respective work product and improvement contracts.

Contractors (Improvements)
☒ Swell Construction Group (Stormwater, Water/Reuse/Waste, Lift Station, Roadway)
☒ Kissimmee Construction Management (Electrical)

Professionals (WP)
☒ Hanson, Walters (Engineering)	
☒	Lien Releases
☒ Swell Construction Group – partial lien releases 1 through 17
☒ Kissimmee Construction Management – Final with respect to completed Phase 1	
☒	Release of Restrictions for As-Builts.

☒ Swell Construction Group (Stormwater, Water/Reuse/Waste, Lift Station, Roadway)	
☐	Bills of Sale

☒ Developer to CDD (Stormwater, ROW, all Utilities)
CDD to County (ROWs)
CDD to TOHO (lift station, Potable/Reclaim Water System)
CDD to Orlando Utility Commission (Electrical)	
☒	Engineering Certification – Certification from the District Engineer regarding the acquisition	
	Requisition – to be submitted to Trustee upon acquisition completion, against Series 2023
Acquisition and Construction Account	

	SUPPORTING DOCUMENTS	
☒	Contract(s) for Construction Services - A copy of any contract(s) entered into by and between the developer and the construction contractor under which the District Improvement was constructed, including any change orders, work authorizations, amendments, etc.

☒ Swell Construction Group + Change Order
☒ Kissimmee Construction Management
☒ Hanson, Walter	
☒	Documentation of Costs Paid – Includes copies of pay applications, cancelled checks, etc.

☒ Swell Construction Group – Contract, Change Orders & Pay App. Nos. 15 and 16
☒ Kissimmee Construction Management – Contract & Invoices	
	Copy of Warranty/Maintenance Bond (if any)

water/sewer, pavement (on ROW) and stormwater (TBD – anticipated 4-6 weeks)
☒ performance bond (utilities) – City
performance bond (storm & ROW) – County (TBD – anticipated 4-6 weeks)	
	As-Builts.

☒ Stormwater
☒ Water/Reuse/Waste
Lift Station - TBD
Roadway -TBD	
☒	Final Inspections and Agency Sign-Off

☒ Site Development Plan permit SDP 21-0091 (County and Utility Provider / TOHO)
☒ FDEP (Potable/Waste Water)
☒ SFWMD (Hanover Tyson)	

HANOVER TYSON, LLC
605 COMMONWEALTH AVENUE, ORLANDO, FL 32814
August 1, 2023

Lake Lizzie Community Development District c/o Tricia Adams, District Manager
Governmental Management Services – Central Florida, LLC 219 East Livingston Street
Orlando, Florida 32801

Re:	Lake Lizzie Community Development District (the “District”)
Acquisition of Trinity Place - Phase 1 Improvements Dear Tricia:
Pursuant to the Agreement between the Lake Lizzie Community Development District and Hanover Tyson, LLC, Regarding the Acquisition of Certain Work Product, Improvements and Real Property, dated April 11, 2023, as amended and restated by that certain Amended and Restated Acquisition Agreement (Master Project), effective April 11, 2023, you are hereby notified that Hanover Tyson, LLC (“Hanover”), has completed and wishes to sell to the Lake Lizzie Community Development District (the “District”) those certain improvements described in Exhibit A attached hereto (the “Improvements”).

Hanover wishes to convey the Improvements, which were included in the District’s Amended and Restated Master Engineer’s Report dated November 2, 2022, as updated May 31, 2023 (the “Engineer’s Report”), to the District in exchange for the payment of the sum of
$8,995,016.10, as more particularly described in Exhibit A attached hereto, representing the actual cost of constructing the Improvements (the “Acquisition Cost”). Please requisition the amount of the Acquisition Cost to HLC Edge Holdings, LLC, on Hanover’ behalf.

Notwithstanding anything to the contrary herein, certain amounts may still be owed to contractor(s) (balance to finish and retainage), including the approximate amount of the Retainage shown in Exhibit A. Hanover acknowledges that any Retainage related to the Acquisition Cost shall be requisitioned by the District only upon notice from the District Engineer that the Retainage has been released to the contractor(s) or Hanover shall be fully responsible for payment of same. Hanover agrees to timely make payment for all remaining amounts owed, and to ensure that no liens are placed on the Improvements. Additionally, to the extent the Acquisition Cost exceeds the amounts available for payment of such in the District’s Series 2023 Acquisition and Construction Account at the time of requisition, the Developer requests that the District join in the request that unpaid portions of the Acquisition Cost be (i) first, applied against Hanover’s required Developer Contribution1; and (ii) second, treated as an unpaid requisition and paid in the future as funds may be deposited in the Series 2023 Acquisition and Construction Account, including but not limited to any residual interest and/or Series 2023 Reserve Account release amounts2.

1 As required and set forth in that certain Completion Agreement (Series 2023 Bonds – Phase 1), dated July 7, 2023, and the First Supplemental Assessment Methodology for the Series 2023 Bonds, dated June 29, 2023.
2 All as further provided in Section 403 of the First Supplemental Trust Indenture, dated as of July 1, 2023.

Hanover herein requests that funds in the amount of the Acquisition Cost be made payable to Hanover from the proceeds of the Series 2023 Bonds.

Sincerely,

HANOVER TYSON, LLC

By:_- 	,	­

Name: Stephen	. Orosz Its: Vice President

cc:		District Counsel District Engineer

Enclosure

Exhibit A

Acquisition Costs:

Improvement	Contract / Invoices	Total Contract Costs	Eligible Costs•	Retalnage	Acquisition Cost	
Stormwater, Potable Water, Reclaimed Water, and Sanitary Sewer, Lift Station, Roadway
Improvements	Swell Construction Group	$12,269,659.38	$9,469,286.95	$945,800.85	$8,523,486.10	
Electrical Conduit	Kissimmee Construction Management (with Hanover Homes)	$471,530	$471,530	$0	$471,530.00	
	Total:	$12,741,189.38	$9,940,816.95	$945,800.85	$8,995,016.10	
*COD-eligible costs paid up to date
Note: Acquisition NTE $12,742,491.07 authorized based on total Eligible Costs (including portions of the COD-eligible contract costs not yet paid to date)

Description of Improvements to be Acquired:

Phase 1 Stormwater: All ponds/stormwater management facilities together with master drainage pipes, structures, inlets, manholes, mitered end sections, headwalls, water control structures, catch-basins, publicly-owned pipes providing drainage, curb and gutter providing drainage for streets and right-of-ways, dry stormwater retention basins, if any, and related stormwater facilities in and for the development Trinity Place Phase 1, all located on portions of the real property described in the following legal description:
TRACTS E, F, G AND N AS SHOWN ON THE PLAT KNOWN AS TRINITY PLACE PHASE 1, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 33, PAGES 175 THROUGH 181, INCLUSIVE.

ALSO INCLUDING

Phase 1 Roadway Improvements: Roadway improvements including paving, curb, gutter, storm piping, and sidewalks constructed in and for the development of Trinity Place Phase 1, located in public right-of­ ways known as Crooked Creek Street, Sophieann Street, Iorio Street, Ali Grace Drive, Vision Road, Education Street and Success Way as described in the following legal description:
ALL STREETS AS SHOWN ON THE PLAT KNOWN AS TRINITY PLACE PHASE 1, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 33, PAGES 175 THROUGH 181, INCLUSIVE.

ALSO INCLUDING

Phase 1 Water and Electrical Utilities: All water, reclaimed water, wastewater facilities and electrical conduit from the points of delivery or connection, including the potable water system, fire protection lines and hydrants, wastewater manholes, sewer lines, publicly owned reclaimed water mains and lines, publicly owned pipes, road crossings for undergrounded electrical service and lighting conduit in and for

the development ofTrinity Place Phase 1, located in the utility easements and public right-of-ways known as Crooked Creek Street, Sophieann Street, Iorio Street, Ali Grace Drive, Vision Road, Education Street and Success Way as described in the following legal description:
ALL STREETS, AND THAT CERTAIN 10' DRAINAGE AND UTILITY EASEMENT (ABBREVIATED "D.U.E.") ADJACENT TO RIGHT-OF-WAYS AS SHOWN ON THE PLAT KNOWN AS TRINITY PLACE PHASE 1, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 33, PAGES 175 THROUGH 181, INCLUSIVE.

ALSO INCLUDING

Lift Station and improvements: Lift station improvements including pipes, lines, gate valves, valve boxes, fittings, thrust blocks, hydrants, pump, and related equipment comprising the lift station constructed in and for neighboring development and development of Trinity Place Phase 1, located in the neighboring property owned by American Homes 4 Rent or its affiliated entity as described in the following legal description:	•

SKETCH OF DESCRIPTION
SEE SHEET 2 Of" 2 FOR Sl<ErCH

LEGAL DESCRIPTION:

A parcel of land being a portion of Section 3, Townsnip 26 Soutn. Range 31 East, Osceola County, Florido, being more particularly described as follows:
Commence ot the Narthwe,t corr,er of Lot 8, PINE GROVE ESTATES UNIT ONE, according to the pla thereof, os recorded tn Plot Boal. 7. Page 91 of \he Public Records of Osceiila County, Florida; thence sas·H:2B"'W, a distance of 342.16 1eet; thi,nce 00"05'28-W, a distance of 24.48 feet to th Pain of B"<Jlnnlhg: thi,nce continue N001l5'28'W, a di•tance of 62.00 feet; thence 589"54'32-W, a di.tonce of
105.00 feet; tnence 5001)5'281:, a dia,ance of 62,00 feet; thence Na9· ·J20:, o distance of 105.00 feet to the Point of Beginning.

Containing 6,510 square feet or 0.15 acres, more or less,

I.) ICN!IHC$ A1 ,No• Hll!tCN 'IC ,ASV>°" llfE Flqlll.. ITA"ll:'."L'l<t COCll!qi;,,i: rffll<. EA$!" t.  (IIM)01 1ot0 AOM1llE)jl) A$
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Description of Work Product to be Acquired:

Any and all site plans, construction and development drawings, plans and specifications, documents, surveys, engineering and soil reports and studies, licenses, permits, zoning approvals, entitlements, permits, drainage rights, bonds, and similar or equivalent private and governmental documents of every kind and character whatsoever pertaining or applicable to or in any way connected with the Series 2023 Project of the Lake Lizzie Community Development District also known as Trinity Place Phase 1, Site Development Plan permit SDP 21-0091.

AFFIDAVIT REGARDING COSTS PAID

STATE OF FLO'aA COUNTY OF	Y'an.5L
I, Stephen W. Orosz, as Vice President of Hanover Land Company, LLC, as Manager of Hanover Tyson, LLC, a Florida limited liability company, being first duly sworn, do hereby state for my affidavit as follows:

I have personal knowledge of the matters set forth in this affidavit.

My name is Stephen W. Orosz, and I am Vice President of Hanover Land Company, LLC, as Manager of Hanover Tyson, LLC, a Florida limited liability company (the "Developer"). I have authority to make this affidavit on behalf of Developer.

Developer is the developer of certain lands within the Lake Lizzie Community Development District, a special purpose unit of local government established pursuant to Chapter 190, Florida Statutes ("District").

The District's Amended and Restated Master Engineer's Report dated November 2, 2022, as updated May 31, 2023 (the "Engineer's Report"), describes certain public infrastructure improvements and/or work product that the District intends to finance, fund, plan, establish, acquire, construct or reconstruct, enlarge or extend, equip, operate, or maintain pursuant to Chapter 190, Florida Statutes.

Pursuant to contracts in place between Developer and certain contractors and construction related professionals, as may be more particularly identified on the attached Exhibit A, Developer has expended funds to develop improvements that are included and described in the Engineer's Report and are part of the District's capital improvement plan. The attached Exhibit A accurately identifies the completed improvements and states, at least in part, the amounts that Developer has spent on the completed improvements.

Notwithstanding anything to the contrary herein, certain amounts may still be owed to contractor(s) (balance to finish and retainage), including the approximate amount of the Retainage shown in Exhibit A. Developer acknowledges that any Retainage related to the Acquisition Cost shall be requisitioned by the District only upon notice from the District Engineer that the Retainage has been released to the contractor(s) or Hanover shall be fully responsible for payment of same. Hanover agrees to timely make payment for all remaining amounts owed, and to ensure that no liens are placed on the Improvements.

In making this affidavit, I understand that the District intends to rely on this affidavit for purposes of acquiring the completed improvements that Developer has developed consistent with the Engineer's Report.

To the extent Tohopekaliga Water Authority has not provided a final certificate of completion ("COC") for the applicable completed improvements identified in Exhibit A as of the date hereof, the Developer certifies that it shall use all commercially reasonable efforts to obtain such COC at Developer's sole cost and expense, as soon as possible and provide copies to the District.

Under penalties of perjury, I declare that I have read the foregoing and the facts alleged are true and correct to the best of my knowledge and belief.
Executed this ) av of AJu"s+	,2023.

HANOVER TYSON, LLC

By: _ 	......::;;  ---'ti<-+-+-_..,_,	­

z

Name: Stephen W. Or Its: Vice President

STATE OF FLORIDA COUNTY OF	lJ(111't;<..

The foregoing instrument was acknow ed before me by mt,ans of al presence or o online notarization, this   -  day of A%µ," T	, 2023, by Stephen W. Orosz, as Vice President of Hanover Land Company, LLC, a Florida limited liability company, as Manager of Hanover Tyson, LLC, a Florida limited liability company,

-

on behalf of said company and who has personally appeared before me and is personally known to me.

Notary Public Signature

---	-	--- - -
Notary Public State of Aorlda

I  iimWD e:;. g r o25

4

-

Douglas s. Beasley

My't:ommisslon	1

(NOTARY SEAL)

!

v 5
(Name typed, print Notary Public, Stat
Commission No	<-'--+,'  --'l'-,,-y--
MCyommission Expires: -J....,L..L...J'---'--•-

Exhibit A

Acquisition Costs:

Improvement	Contract / Invoices	Total Contract Costs	Eligible Costs*	Retainage	Acquisition Cost	
Stormwater, Potable Water, Reclaimed Water, and Sanitary Sewer, lift Station, Roadway
Improvements	Swell Construction Group	$12,269,659.38	$9,469,286.95	$945,800.85	$8,523,486.10	
Electrical Conduit	Kissimmee Construction Management (with
Hanover Homes)	$471,530	$471,530	$0	$471,530.00	
	Total:	$12,741,189.38	$9,940,816.95	$945,800.85	$8,995,016.10	
*COD-eligible costs paid up to date
Note: Acquisition NTE $12,742,491.07 authorized based on total Eligible Costs (including portions of the COD-eligible contract costs not yet paid to date)

Description of Improvements to be Acquired:

Phase 1 Stormwater: All ponds/stormwater management facilities together with master drainage pipes, structures, inlets, manholes, mitered end sections, headwalls, water control structures, catch-basins, publicly-owned pipes providing drainage, curb and gutter providing drainage for streets and right-of-ways, dry stormwater retention basins, if any, and related stormwater facilities in and for the development Trinity Place Phase 1, all located on portions of the real property described in the following legal description:
TRACTS E, F, G AND N AS SHOWN ON THE PLAT KNOWN AS TRINITY PLACE PHASE 1, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 33, PAGES 175 THROUGH 181, INCLUSIVE.

ALSO INCLUDING

Phase 1 Roadway Improvements: Roadway improvements including paving, curb, gutter, storm piping, and sidewalks constructed in and for the development of Trinity Place Phase 1, located in public right-of­ ways known as Crooked Creek Street, Sophieann Street, Iorio Street, Ali Grace Drive, Vision Road, Education Street and Success Way as described in the following legal description:
ALL STREETS AS SHOWN ON THE PLAT KNOWN AS TRINITY PLACE PHASE 1, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 33, PAGES 175 THROUGH 181, INCLUSIVE.

ALSO INCLUDING

Phase 1 Water and Electrical Utilities: All water, reclaimed water, wastewater facilities and electrical conduit from the points of delivery or connection, including the potable water system, fire protection lines and hydrants, wastewater manholes, sewer lines, publicly owned reclaimed water mains and lines, publicly owned pipes, road crossings for undergrounded electrical service and lighting conduit in and for

the development ofTrinity Place Phase 1, located in the utility easements and public right-of-ways known as Crooked Creek Street, Sophieann Street, Iorio Street, Ali Grace Drive, Vision Road, Education Street and Success Way as described in the following legal description:
ALL STREETS, AND THAT CERTAIN 10' DRAINAGE AND UTILITY EASEMENT (ABBREVIATED "D.U.E.") ADJACENT TO RIGHT-OF-WAYS AS SHOWN ON THE PLAT KNOWN AS TRINITY PLACE PHASE 1, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 33, PAGES 175 THROUGH 181, INCLUSIVE.

ALSO INCLUDING

Lift Station and improvements: Lift station improvements including pipes, lines, gate valves, valve boxes, fittings, thrust blocks, hydrants, pump, and related equipment comprising the lift station constructed in and for neighboring development and development of Trinity Place Phase 1, located in the neighboring property owned by American Homes 4 Rent or its affiliated entity as described in the following legal description:

SKETCH OF DESCRIP770N
SEE SHEET 2 OF 2 FOR 51<ETCH

LEGAL DESCRIPTION:

A parcel of land being a portion of Section 3, Township 26 South, Range 31 East, Osceola County, Rori-do, being more porticulcrly described cs follows:

Comm enc" D1 the Northwost corn,or of Lot B. PINE GROVE ESTAlES UNIT ONE, according to lha pl1>t !hereof, as recorded in Plot Book 7. Pog., 91 of :he Public
ecords o· Osceola County, Florido; thence S89'◄◄-26·w. o disto"ce Oi 342 16 feet; thence N00'05'28'W, o dls1once of 24.4B leet to ·he Poln of Beglrinlng; hence continue NOO'OS'2B'W, a distance of 62.00 ffft; thence S89 4'32'W, a dist,mce of
105.00 feet: thence S00'05'2S'E, a distance of 62.00 feet; thence Ns9·44'J2'E, a distance of 105.00 feet to the Point of Beginning.

Containing 6,510 square feet or 0.15 acres, more or less.

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Description of Work Product to be Acquired:

Any and all site plans, construction and development drawings, plans and specifications, documents, surveys, engineering and soil reports and studies, licenses, permits, zoning approvals, entitlements, permits, drainage rights, bonds, and similar or equivalent private and governmental documents of every kind and character whatsoever pertaining or applicable to or in any way connected with the Series 2023 Project of the Lake Lizzie Community Development District also known as Trinity Place Phase 1, Site Development Plan permit SOP 21-0091.

AFFIDAVIT FOR DEED
STATE OF	f:'101/dt...
COUNTY OF	{)(,-v1fll,
\,.:
I, Stephen W. Orosz ("Affiant"), on being duly sworn, state:

I am a Vice President of HANOVER LAND COMPANY, LLC, a Florida limited liability company and Manager of HANOVER TYSON, LLC, a Florida limited liability company (the "Company").

The management of the Company is vested in Affiant.

There has been no dissolution of the Company resulting from transfers of interests in the Company or otherwise. The Company has never been a debtor in a bankruptcy proceeding.

On behalf of the Company, I am authorized to transfer, convey, exchange, assign, mortgage or otherwise deal with or dispose of the property more particularly described on the attached Exhibit A (the "Property") or any interests therein.

On behalf of the Company, I am authorized to execute, acknowledge, and deliver instruments of any kind that are necessary, convenient, or incidental to the transfer of any interest in real property owned or controlled by the Company.

On behalf of the Company, I acknowledge this affidavit may be relied upon by the Lake Lizzie Community Development District (the "District") for the purpose of acquiring the Pro'perty and specifically,/consent to such refliance by the District.
Executed this cJ day of�A���""'5��---�

AFFIANT

SWORN TO AND S,V SCRIBED befor e by means of	physical presence or D online notarization, this c:2	day of A!f.,J"'-'T	.  2023, by Stephen W. Orosz, as Vice

President, of Hanover Land Company, LLC, a Florida limited liability company, as Manager of Hanover Tyson, LLC, a Florida limited liability com	,
  --	-	-	-	-

Type of Identification 	_

Exhibit "A" Legal Description

TRACTS E, F, G AND N AS SHOWN ON THE PLAT KNOWN AS TRINITY PLACE PHASE 1, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA ATPLATBOOK33,PAGES 175 THROUGH 181,INCLUSIVE.

PREPARED BY AND RETURN TO:

KUTAK ROCK LLP
107 West College Avenue Tallahassee, Florida 32301

SPECIAL WARRANTY DEED

THIS SPECIAL WARRANTY DEED is executed as of this  .:l "''  day of 2023, by HANOVER TYSON, LLC, a Florida limited liability company
whose address is 605 Commonwealth Avenue, Orlando, Florida 32803, (hereinafter called the "grantor"), in favor of LAKE LIZZIE COMMUNITY DEVELOPMENT DISTRICT, a local unit of special-purpose government, with a mailing address of 219 East Livingston Street, Orlando, Florida 32801 (hereinafter called the "grantee").

[Wherever used herein, the terms "grantor" and "grantee" shall include the singular and plural, heirs, legal representatives, successors and assigns ofindividuals, and the successors and assigns of corporations, as the context requires.]

WIT  NESSETH:

That the grantor, for and in consideration of the sum of $10.00 and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee, all that certain land situate in Lake County, Florida, further described in Exhibit A. Subject to restrictions, covenants, conditions and easements, of record; however, reference hereto shall not be deemed to reimpose same.

TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining.

TO HAVE AND TO HOLD, the same in fee simple forever.

AND the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; and hereby warrants the title to said land and will defend the same against the lawful claims of all persons or entities whomsoever claiming by, through or under grantor.

Grantor represents that grantor has complied with the requirements of Section 196.295,
Florida Statutes.

IN WITNESS WHEREOF, the grantor has hereunto set its hand and seal the day and year first above written.

Note to Recorder: This deed conveys unencumbered property to a local unit of special-purpose government for no taxable consideration. Accordingly, pursuant to Rule 12B-4.014, F.A.C., only minimal documentary stamp tax is being paid hereon.

"GRANTOR"

Signed, sealed and delivered	HANOVER	TYSON,	LLC,	a	Florida limited liability company

By: Hanover Land Company, LLC, a Florida limited liability ,,,..,.,,........0	its Manager

Print Name:

By:_ "'------v------w------->,,	­

Name: Stephen
Its: Vice President

STATE OF FLOJtIDA COUNTYOF	O;e..�L

rJu

The foregoing instrument was,acknowl ed be fe me by means ofsical presence or D online notarization this  ,ti day of • UJ.t,«.5 , 2023, by Stephen W. Orosz as Vice President of Hanover Land Company, LLC, a Floncla limited liabH  company, as Manager of
Hanover Tyson, LLC, a Florida limited liability company, who &ns personally known to me or
D produced 	 as identification.

&

...,,.

Notary Public State of Florida

""'61111Uilililil	HH 180579

_..,.	,,_Douglas S. B_easley

My 'Comminion
Exp. 912912025

NOTARY	• LIC, STATE OF FLO
Dou	ft:..	S.
(Print, Ty e or Notary Public)

Exhibit A Legal Description

TRACTS E, F, G AND N AS SHOWN ON THE PLAT KNOWN AS TRINITY PLACE PHASE 1, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK33, PAGES 175 THROUGH 181, INCLUSIVE.

ACKNOWLEDGMENT OF ACQUISITION OF CERTAIN INFRASTRUCTURE IMPROVEMENTS AND THE RIGHT TO RELY UPON ANY WARRANTIES AND CONTRACT TERMS FOR THE CONSTRUCTION OF SAME
THIS ACQUISITION AND WARRANTY ACKNOWLEDGMENT is made the g_ day of	 «	
2023, by BRUCE MAYBERRY, D/B/A KISSIMMEE CONSTRUCTION MANAGEMENT, with a
mailing address of 4043 Winderlakes Drive, Orlando, Florida 32835 ("Contractor''), in favor of the Lake Lizzie Community Development District ("District"), which is a local unit of special­ purpose government situated in Osceola County, Florida, and having offices located 219 East Livingston Street, Orlando, Florida 32801.

SECTION 1.	DESCRIPTION OF CONTRACTOR'S SERVICES. Contractor has provided construction services as general contractor in connection with the construction of certain infrastructure improvements (the "Improvements"), identified in Exhibit A, for Hanover Tyson, LLC, a Florida limited liability company, a developer of lands within the District (the "Developer"). A copy of the contract for the construction of said Improvements is attached as Exhibit 8 ("Construction Contract").

SECTION 2.	ACQUISmoN OF IMPROVEMENTS. Contractor acknowledges that the District is or has acquired the Improvements, constructed by Contractor in connection with the Construction Contract attached as Exhibit B, from Developer, and thereby securing the unrestricted right to rely upon the terms of the Construction Contract for same.

SECTION 3.	WARRANTY. Contractor hereby expressly acknowledges the District's right to enforce the terms of the Construction Contract, including any warranties provided therein and to rely upon and enforce any other warranties provided under Florida law.

SECTION 4.	INDEMNIFICATION. Contractor indemnifies and holds the District harmless from any claims, demands, liabilities, judgments, costs, or other actions that may be brought against or imposed upon the District in connection with the Improvements identified in Exhibits A and B because of any act or omission of, whether caused in whole or in part by, Contractor, its agents, employees, or officers. Said indemnification shall include, but not be limited to, any reasonable attorney's fees and costs incurred by the District.

SECTION s.  CERTIFICATE OF PAYMENT. Contractor hereby acknowledges that it has been fully compensated for its services and work related to completion of the Improvements. Contractor further certifies that no outstanding requests for payment exist related to the Improvements identified in Exhibit A, including any payments to subcontractors, materialmen, suppliers or otherwise, and that there is no disagreement as to the appropriateness of payment made for the Improvements. This document shall constitute a final waiver and release of lien for any payments due to Contractor by Developer or District for the Improvements.

4880-8695-2556.1

SECTION 6.	EFFECTIVE DATE. This Acquisition and Warranty Acknowledgement shall take effect upon execution.

BRUCE MAYBERRY, D/B/A KISSIMMEE CONSTRUCTION MANAGEMENT

[print name]

By: Bruce Mayberry Its: Self/ Owner

})04_j,-Ji_,,£=')/

[print name]

2
4880-8695-2556.I

EXHIBIT A

Phase 1 Electrical Utilities: All electrical conduit from the points of delivery or connection, including the road crossings for undergrounded electrical service and lighting conduit in and for the development of Trinity Place Phase 1, located in the utility easements and public right-of-ways known as Crooked Creek Street, Sophieann Street, Iorio Street, Ali Grace Drive, Vision Road, Education Street and Success Way as described in the following legal description:
ALL STREETS, AND THAT CERTAIN 10' DRAINAGE AND UTILITY EASEMENT (ABBREVIATED "D.U.E.") ADJACENT TO RIGHT-OF-WAYS AS SHOWN ON THE PLAT KNOWN AS TRINITY PLACE PHASE 1, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 33, PAGES 175 THROUGH 181, INCLUSIVE.

Acquisition Costs:

Improvement	Contract/ Invoices	Total Contract Costs	Eligible Costs*	Retainage	Acquisition Cost	
Electrical Conduit	Kissimmee Construction Management (with
Hanover Homes)	$471,530	$471,530	$0	$471,530.00	

3
4880-8695-2556.1

EXHIBITB

PROPOSAL.	

Prooosal No. 2286	
SheetNo. 1	
Date 07/15/2022	

KISSIMMEE CONSTRUCTION MANAGEMENT
4043 WINDERLAKES DRIVE
ORLANDO FL 32835 PHONE 407-427-0762

PROPOSAL SUBMITTED TO·	WORK TO BE P[:;RFORMEDAT·

Name HANOVER HOMES

DIVISION 1045	
Address	
Phone No.	

 
Address LAKE LIZZIE
OUCCONDUJT	
Date of Plans	
Architect	

We m-ooose to furnish material and 11erfom1 the labor 10 install OUC electricul	
4900'- 6" schedule fortv conduit	
I 9-o' rhdd steel 90's	
142-3" ri!a!.id steel 90's	
28.703'- 3" schedule fonv conduit	PHASE I	$411530	
324- 2" standard nvc 90's	All conduit and associated material for lift station	
23.000'- 2500/i test mule strap	\\ill be installed first and cost included in Ph I orice	
27..200'- red wamini.t tape	
6.480'- 2" schedule forty condujt	PHASE2	$J49.2IO	
248- 3" ovc standard 90's	
3- 5'x7' OUC precast oull boxes	
55- 40"x 40" transfonner pads	
116- 13x24 OUC secondary junction boxes	
2- OUC switch 11.ear pads	
2-Three phase pads

ALL STAKING BY OWNER AND ALL ROAD CROSSINGS BY SITE CONTRACTOR
All material is guaranteed to be as specified, and the above work to be performed in accordance with the drawings and specifi-
cations submitted for above work and completed in a substantial workmanlike manner for the sum of	
 SIX HUNDRED TWENTY THOUSAND SEVEN HUNDRED FORTY----	Dollars($  620,740.00	)
with payments to be made as follows: 	 WEEKLKY AS JOB PROGRESSES

Respectfully submitted	 BRUCE MAYBERRY	
Any alteration or deviation from above specifications involeing extra costs
will be e ecutcd only upon written order. and will become an extra charge	Per	A  -  -  ,//z1 .,_,,,,})£)
over and above the estimate. All agrctmcnts contingent upon strikes, accidents	.,-	vv,	-	L--  1/
or delays beyond our control.	Note--This proposal may be withdrawn	1
	./		by us if not accepted within	days.	

  A_ 
[7

Date 	 l_l_-_l_fl_ _1,_'2--	 Signature 	

ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work ns specified. Payments will be made as outlined above.
Signature

4
4880-8695-2556.I

ACKNOWLEDGMENT OF ACQUISITION OF CERTAIN INFRASTRUCTURE IMPROVEMENTS AND THE RIGHT TO RELY UPON ANY WARRANTIES AND CONTRACT TERMS FOR THE CONSTRUCTION OF SAME
THIS	ACQUISITION	AND	WARRANTY	ACKNOWLEDGMENT	is	made	the	...:L	day	of
 us t.	, 2023, by SWELL CONSTRUCTION GROUP INC., having offices located at 1726
W adway Street, Oviedo, Florida 32765 ("Contractor"), in favor of the Lake Lizzie Community Development District ("District"), which is a local unit of special-purpose government situated in Osceola County, Florida, and having offices located 219 East Livingston Street, Orlando, Florida 32801.

SECTION 1.  DESCRIPTION OF CONTRACTOR'S SERVICES. Contractor has provided construction services as general contractor in connection with the construction of certain infrastructure improvements (the "Improvements"), identified in Exhibit A, for Hanover Tyson, LLC, a Florida limited liability company, a developer of lands within the District (the "Developer"). A copy of the contract for the construction of said Improvements is attached as Exhibit B ("Construction Contract").

SECTION 2. ACQUISITION OF IMPROVEMENTS. Contractor acknowledges that the District is or has acquired the Improvements, constructed by Contractor in connection with the Construction Contract attached as Exhibit B, from Developer, and thereby securing the unrestricted right to rely upon the terms of the Construction Contract for same.

SECTION 3.  WARRANTY. Contractor hereby expressly acknowledges the District's right to enforce the terms ofthe Construction Contract, including any warranties provided therein and to rely upon and enforce any other warranties provided under Florida law.

SECTION 4.  INDEMNIFICATION. Contractor indemnifies and holds the District harmless from any claims, demands, liabilities, judgments, costs, or other actions that may be brought against or imposed upon the District in connection with the Improvements identified in Exhibits A and B because of any act or omission of, whether caused in whole or in part by, Contractor, its agents, employees, or officers. Said indemnification shall include, but not be limited to, any reasonable attorney's fees and costs incurred by the District.

SECTION 5. CERTIFICATE OF PAYMENT. Contractor hereby acknowledges that it has been fully compensated for its services and work related to completion of the Improvements. Contractor further certifies that except as set forth herein, no outstanding requests for payment exist related to the Improvements identified in Exhibit A, including any payments to subcontractors, materialmen, suppliers or otherwise, and that there is no disagreement as to the appropriateness of payment made for the Improvements. Except as set forth herein, this document shall constitute a final waiver and release of lien for any payments due to Contractor by Developer or District for the Improvements.

Notwithstanding anything to the contrary herein, Contractor is owed approximately the

4889-2397-8604.l

amount identified as Retainage in Exhibit A under the Contract and understands that such amounts shall be paid by Developer.

SECTION 6.	EFFECTIVE DATE. This Acquisition and Warranty Acknowledgement shall take effect upon execution.

WITNESS

 J!.	
¥£,1,'3G.JM,:k.1	
[print name]

4889-2397-8604.I

, "-

By: t-/lichael C. Wren Its: President

2

EXHIBIT A

District-eligible improvements within that Standard Form of Agreement Between Owner and Contractor, by and between Hanover Tyson, LLC and Swell Construction Group, dated January 21, 2022, as amended and supplemented by Change Orders 1 through 25, as more particularly described as follows:

Phase 1 Stormwater: All ponds/stormwater management facilities together with master drainage pipes, structures, inlets, manholes, mitered end sections, headwalls, water control structures, catch-basins, publicly-owned pipes providing drainage, curb and gutter providing drainage for streets and right-of-ways, dry stormwater retention basins, if any, and related stormwater facilities in and for the development Trinity Place Phase 1, all located on portions of the real property described in the following legal description:
TRACTS E, F, G AND N AS SHOWN ON THE PLAT KNOWN AS TRINITY PLACE PHASE 1, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 33, PAGES 175 THROUGH 181, INCLUSIVE.

ALSO INCLUDING

Phase 1 Roadway Improvements: Roadway improvements including paving, curb, gutter, storm piping, and sidewalks constructed in and for the development of Trinity Place Phase 1, located in public right-of­ ways known as Crooked Creek Street, Sophieann Street, Iorio Street, Ali Grace Drive, Vision Road, Education Street and Success Way as described in the following legal description:
ALL STREETS AS SHOWN ON THE PLAT KNOWN AS TRINITY PLACE PHASE 1, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 33, PAGES 175 THROUGH 181, INCLUSIVE.

Phase 1 Water Utilities: All water, reclaimed water, wastewater facilities from the points of delivery or connection, including the potable water system, fire protection lines and hydrants, wastewater manholes, sewer lines, publicly owned reclaimed water mains and lines, and publicly owned pipes, in and for the development of Trinity Place Phase 1, located in the utility easements and public right-of-ways known as Crooked Creek Street, Sophieann Street, Iorio Street, Ali Grace Drive, Vision Road, Education Street and Success Way as described in the following legal description:
ALL STREETS, AND THAT CERTAIN 10' DRAINAGE AND UTILITY EASEMENT (ABBREVIATED "D.U.E.") ADJACENT TO RIGHT-OF-WAYS AS SHOWN ON THE PLAT KNOWN AS TRINITY PLACE PHASE 1, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 33, PAGES 175 THROUGH 181, INCLUSIVE.

ALSO INCLUDING

Lift Station and improvements: Lift station improvements including pipes, lines, gate valves, valve boxes, fittings, thrust blocks, hydrants, pump, and related equipment comprising the lift station constructed in and for neighboring development and development of Trinity Place Phase 1, located in the neighboring property owned by American Homes 4 Rent or its affiliated entity as described in the following legal description:

3
4889-2397-8604.l

SKETCH OF DESCRIPTION
SEE SHEET 2 OF 2 FOR Sl<ETCH

LEGAL DESCRIPTION:
A parcel of lond being o portion of Section 3, Township 26 South, Range 31 Eost, O ceolo County, Florido, being more particularly described os follows:

Commence ot the Northwest corner of Lot 8, PINE GROVE ESTATES UNIT ONE, according to the plot thereof, as recorded in Plat Book 7, Page 91 of the Public Records of Osceola County, Florida; thence S69'44'26'W, a distance of 342.16 feet; thence N00'05'28'W, a distance of 24.48 feet to the Point of Beglnnlng: thence
contin"'e N00'05'28'W, a di5tcince of 62.00 feet; thence S89'S4'32'W, a distance of
105.00 feet; thence SOOiJ5'28C:, a distance of 62.00 feet; thence N89'44'32C:, a distance of 105.00 feet to the Point of Beginning.

Containing 6,510 square feet or 0.15 acres, more or less.

SURVEYOR'S NOTES;
1,) eEMINGIS 1,1 SHOii!! H!IIECN « e	CN lHE FLCIII ST"lE Pt.AN£ COOllaN"l[ S'rSTEil, EAST zo.lE, (IIMIQ. 1990 AOMTIIENl} A'S Drn:IMIC IIIOIY GLDeOI.. POSm0NNC S'rSlEJol (CP$).
U lHS Dl!A'III Rfl'IIU,f)ITS " $l<ETOt CIF COCIIIPTlOlol Joll0 IS NaT " ICUN)IIRT 9,/"'f'.l', JJ NO OORN[IIS '!OE $ET AS A PNIT ()f !HIS SkEltH

RIJll.&IB> 11'1" AY-l 0Evn.a>IE(T, LLC

-

-

ICllll[ w Ollnt'I  J/27/2023	lll'!l!ICM
!le.II!	1" = 50•	•E'IB t,/\1/l!W
P.JL

J

.......

TIIP,  26	1,, ... 0  31	e:.
16-282B

SHEET 1 OF 2
ln-lt-6fCNS

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J	IC
toO lnl•-,-	111....,_ Florid<! ­
Toi, ("G7) 1•7-2119 F• (4G)') .. 7-+l4G

	&.	

p	4-12-23
RICHARD D. BROWN, P.S.t,t 15700	(OAlE)
RiDT 'Oi.t). W11'HIJT&I.BZD sur s 51'.AL

4
4889-2397-8604.I

SKETCH OF DESCRIPTION
SEE SHEET 1 OF 2 FOR LEGAL DESCRIPllON

SCALE: 1" = so·

*

N

s

UNPLAT1EO LANDS

POINT OF
 BEGINNING

INOO'Ofl'U"W
---- 24.48'

 11'44':zij"W 342.l T OF--­
CO!NENCFWENT
"""1HIIEST ._  ..
LOT11.-Gf!O\'E

7.-:-

PUT llQOI: 1. PAIGE tn

ESr"lCS i.,,i:n OME.

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I

PINE GROVE ESTATES UNIT ONE PLAT 7,PAGE 91

UNPLATIED L,t,,NOS

I fGF'NO ANO /188BfvlAIIOH$
..... - 1CIN5HP RNll.. - RANCE NO. - NWEElil

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R/W = <HT el'" Wll'Y
P.s.M. - IFESslC.,t,L.
SIJ:l'«YCFI AND WAPPER

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91;1(ji awt.	fl'lirpq ICIAmlNI\ A:HIOl $41+1
Till. (407) M7-!119 Fllt. (..aT,I 1147-8140
SHEET 2 OF 2

Acquisition Cost:

Improvement	Contract/ Invoices	Total Contract Costs	Eligible Costs*	Retainage	Acquisition Cost	
Stormwater,	Swell Construction	$12,269,659.38	$9,469,286.95	$945,800.85	$8,523,486.10	
Potable Water,	Group					
Reclaimed Water,						
and Sanitary						
Sewer, Lift						
Station, Roadway						
Improvements						
*amounts shown based on District-eligible line-item costs as certified by the District Engineer

EXHIBIT B
Standard Form of Agreement Between Owner and Contractor, by and between Hanover Tyson, LLC and Swell Construction Group, dated January 21, 2022, as amended and supplemented by Change Orders 1 through 25

IAIA Document A101® - 2017
Standard Form of Agreement Between Owner and Contractor where the basis of
payment is a Stipulated Sum

AGREEMENT made as of the Twenty First in the year Two Thousand Twenty Two (In words, indicate day, month and year.)
BETWEEN the Owner:

day of January

This document has important legal consequences.

(Name, legal status, address and other information)
Hanover Tyson, LLC
605 Commonwealth Ave.
Orlando, FL 32803

and the Contractor:
(Name, legal status, address and other information)
Swell Construction Group 1726 W Broadway St.
Oviedo, FL 32765

Consultation with an attorney is encouraged with respect to its completion or modification.

The parties should complete A101•-2017, ExhibitA, Insurance and Bonds, contemporaneously with this Agreement.

AIA Document A201•-2011, General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use with other general conditions unless this document is modified.

for the following Project:
(Name, location and detailed description)
Trinity Place Osceola County FL

The Architect:
(Name, legal status, address and other information)
Hanson, Walter & Associates 8 Broadway, Suite 4
Kissimmee, FL 34741

The Owner and Contractor agree as follows.

I it.	AIA DocumentA101•- 2017, CopyrightC 1915. 1918, 1925, 1937, 1951, 1958. 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017 by The

it

n	American Institute of An:hitects. Aft rights reseived. The "American Institute of Architects,' "AIA," the AIA Logo, •A101," and "AIA Contract Documents" are	1
registered trademarks and may not be used without pennission. This document was created on  01/21/2022 13:10:56	under !he tenns of AIA
Documents on Demand Order No, 2114282001  , is not for resale, is licensed for one-time use only, and may only be used In accordance with theAIA Conlract Documents® Documenfs-(Jn-Demand - End User License Agraemant To report copyright vlolations.lMT!ailcopyrighl@ala.org

TABLE OF ARTICLES

THE CONTRACT DOCUMENTS

THE WORK OF THIS CONTRACT

DATE OF COMMENCEMENT ANO SUBSTANTIAL COMPLETION

CONTRACTSUM

PAYMENTS

DISPUTE RESOLUTION

TERMINATION OR SUSPENSION

MISCELLANEOUS PROVISIONS

ENUMERATION OF CONTRACT DOCUMENTS EXHIBIT A INSURANCE AND BONDS

ARTICLE 1 THE CONTRACT DOCUMENTS
The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary, and other Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement, and Modifications issued after execution of this Agreement, all of which fonn the Contract. and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations, or agreements, either written or oral. An enumeration of the Contract Documents, other than a Modification, appears in Article 9.

ARTICLE 2 THE WORK OF THIS CONTRACT
The Contractor shall fully execute the Work described in the Contract Documents, except as specifically indicated in the Contract Documents to be the responsibility of others.

ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION
§ 3.1 The date of commencement of the Work shall be:
(Check one of the follfJWing boxes.)
The date of this Agreement.

□

A date set forth in a notice to proceed issued by the Owner.
Established as follows:
(Insert a date or a means to determine the date of commencement of the Work.)

Ifa date of commencement of the Work is not selected, then the date of commencement shall be the date of this Agreement.

§ 3.2 The Contract Time shall be measured from the date of commencement of the Work.

lnit.
i

AIA Document A101• - 2D17. Copyright Cl 1915. 1918. 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017 by The

2

American Institute of ArchlledS. All Jigl1ts reserved. ine 'Amencan lns11ni1e of Arct,,tec1,. "AIA • the AIA Logo, ·.Ao101 • and "AIA Conlract Occurr.ents· ar• tagis1ered tradl!marks ana may not be used#rth<l111permlu1on Thi$ document was crealed on 01121/2022 13:10:56	under tile tanns of AIA Documents on Demand• Order No. 2114282001  , Is not for resale, Is lieen•ed for one-time uae only, and may only be used in aceordance with the AJA Contract Oocumenb411 Documents-on-Demand• End User l.il:erlse AgreemenL To report copyright violations. e-mail copynghl@aia.org

§ 3.3 Substantial Completion
§ 3.3.1 Subject to adjustments of the Contract Time as provided in the Contract Documents, the Contractor shall achieve Substantial Completion of the entire Work:

□

(Check one of the following boxes and complete the necessary information.)

Not later than
the date of commencement of the Work.
D	By the following date:

(	) calendar days from

§ 3.3.2 Subject to adjustments of the Contract Time as provided in the Contract Documents, if portions of the Work are to be completed prior to Substantial Completion of the entire Work, the Contractor shall achieve Substantial Completion of such portions by the following dates:

Portion of Work
NIA

Substantial Completion Date

§ 3.3.3 Iftbe Contractor fails to achieve Substantial Completion as provided in this Section 3.3, liquidated damages, if any, shall be assessed as set forth in Section 4.5.

ARTICLE4 CONTRACTSUM
§ 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor·s performance of the
Contract. The Contract Sum shall be ElevenMillion,OneHundredEightyTwoThousand,SixJ-lundredNinety.SeventyTw ($ I1,182,690.72 ), subject to additions and deductions as provided in the Contract Documents.

§ 4.2 Alternate,
§ 42.1 Alternates, if any, included in the Contract Sum:

Item
NIA

Price

§ 4.2.2 Subject to the conditions noted below, the following alternates may be accepted by the Owner following execution of this Agreement. Upon acceptance, the Owner shall issue a Modification to this Agreement.
(Insert belaw each alternate and the conditions that must be met for the Owner lo accept the alJernate.)

Item
NIA

AJA Document A101• -2017. CopyrightO 1915. 1918, 1925, 1937, 1951. 1958, 1981. 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017 by The
American Institute of Archilecls. All righls reser...ed. Tre,_.,merican lnsntute of .-.1ehim<:b.•'AIA. 1hit AIA to-30. 'A 101 'and"N,\ C0n1ract Ooeum.,n1s· 3re tegJ$ll!red lrad,,mark and may not ti;' U$e.<i WllhGut permis11<,n This document was created an 01/21/2022 13:10:56	under !hi!! terms of AJA DooJments on Demand• Order No. 2114282001  , ii; not fur ruale, ls licansed ror one-lime use arily, and may only be use<I irl KCordance with the AIA Contract Oocumenlsill Ooc:umerttMln-Oemand• End User Uc:ense Agn,emenL Ta report copyright violallans, e-man copyri'Jt,l@ala.org

·i

Price	Conditions for Acceptance

3

§ 4.3 Allowances, if any, included in the Contract Sum:
(Identify each allowance.)

Item
NIA

Price

§ U Unit prices, if any:
(Identify the item and state the unit price and quantity limitations, if any, to which the unit price will be applicable.)

Item
NIA

Units and Limitations	Price per Unit ($0.00)

§ 4.5 Liquidated damages, if any:
(Insert terms and condilions for liquidated damages, if any.)

§ 4.6 Other:
(Insert provisions for bonus or other incentives, if any, that might result in a change to the Contract Sum.)

ARTICLES PAYMENTS
§ 5.1 Progress Payments
§ 5.1.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents.

§ 5.11The period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as follows:

lnit.
¥

§ 5.1.3 Provided that an Application for Payment is received by the Architect not later than the 20th	day of a month, the Owner shall make payment of the amount certified to the Contractor not later than the 20th
day of the following	month. If an Application for Payment is received by the Architect after the application date fixed above, payment of the amount certified shall be made by the Owner not later than
( 20 ) days after the Architect receives the Application for Payment.
(Federal, state or local laws may require payment within a certain period of time.)

AJA DocumentA101"-2D17,Copyright el 1915. 1918. 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991. 1997, 2007 and 2017 by The

4

Ammic:an lnslilt,le d Ard!ile,;ts. AJI rights reserved, r:,. "Ameriun lns ruh! cf Arc:Mcet • "AIA," th" AIA Logo, A101: and AIA ContraC'I Oocurnenls· ate reg-ore rad lrademarks and may not bi, !.l.3!!d witl>out permission This i:Joc:umenl was created on 01/21/2022 13:10:56	under the lenns or AIA Documents on Demand• On:ll!f No. 2114282001 , is f\Ot for rasafe, fs licensed ror one-time use only, and may only be usedIn accordance with the AIA Contract Documents® Documenls-on-Demand - End IJsar License Ag,.,emenl To report·copyright llialafions, e-mail c:opyrighl@aia.org

§ 5.1.4 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work. The schedule of values shall be prepared in such form, and supported by such data to substantiate its accuracy, as the Architect may require. This schedule of values shall be used as a basis for reviewing the Contractor's Applications for Payment.

§ 5.1.5 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment.

§ 5.1.6 In accordance with AlA Document A2018-2017, General Conditions of the Contract for Construction, and subject to other provisions of the Contract Documents, the amount of each progress payment shall be computed as follows:

§ 5.1.6.1 The amount of each progress payment shall first include:
That portion of the Contract Sum properly allocable to completed Work;
	That portion of the Contract Sum properly alJocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction, or, if approved in advance by the Owner, suitably stored otftbe site at a location agreed upon in writing; and
That portion of Construction Change Directives that the Architect determines, in the Architect's professional judgment, to be reasonably justified.

§ 5.1.6.2 The amount of each progress payment shall then be reduced by:
The aggregate of any amounts previously paid by the Owner;
The amount, if any, for Work that remains uncorrected and for which the Architect has previously withheld a Certificate for Payment as provided in Article 9 of AIA Document A201-2017;
	Any amount for which the Contractor does not intend to pay a Subcontractor or material supplier, unless the Work has been perfonned by others the Contractor intends to pay;
For Work performed or defects discovered since the last payment application, any amount for which the Architect may withhold payment, or nullify a Certificate of Payment in whole or in part, as provided in Article 9 of AlA Document A201-2017; and
Retainage withheld pursuant to Section 5.1.7.
§ 5.1.7 Retainage
§ 5.1.7.1 For each progress payment made prior to Substantial Completion of the Work, the Owner may withhold the following amount, as retainage, from the payment otherwise due:
(Insert a percentage or amount to be withheld as retainage from each Application for Payment. The amount of retainage may be limited by governing law.)
10% (Ten Percent} retainage to be withheld.

§ 5.1.7.1.1 The following items are not subject to retainage:
(Insert any items not subject to the withholding of retainage, such as general conditions, insurance, etc.)
NIA

AIA Docum11nt A101°-2017. Copyright@ 1915. 1918, 1925, 1937, 1951, 1958, 1961. 1963, 1967, 1974, 19TT. 1987, 1991, 1997, 2007 and 2017 by The

··

5

American Institute of ArcMeds. All righ1s reseNed. The "American lnsUtute of Architects,' •AIA," the AIA Logo. ·A101,• and "AIA Contract Documents· are registered trademarks and may not be used without permission This dOC1Jment was created on 01/21/2022 13:10:56	under the terms of AIA Documents on Demand• Order No. 2114282001 , is not for resale, ls licensed for one-time use only, and may orly be used in accordance with theAIA Contract Documents® Documents-on-Demand- End User License Agreement To report copyright violations, e-maa copyright@aia.org

§ 5.1.7.2 Reduction or limitation ofretainage, if any, shall be as follows:
(/flhe retainage established in Section 5.1.7.1is to be inml!fieil prior to Substantial Completion of the entire Work, including modifications for Substantial Completion of portion.1· of the Work as provided in Section 1.3.2, insert provisions for such modifications.)
NIA

§ 5.1.7.3 Except as set forth in this Section 5.1.7.3, upon Substantial Completion of the Work, the Contractor may
submit an Application for Payment that includes the retainage withheld from prior Applications for Payment pursuant to this Seetion 5.1.7. The Application for Payment submitted at Substantial Completion shaJI not include retainage as follows:
(lnserl any other conditions for release of retainage upon Substantial Completion.)
NIA

§ 5.1.8 If final completion of the Work is materially delayed through no fault of the Contractor, the Owner shall pay the Contractor any additional amounts in accordance with Article 9 of AJA Document A20l-2017.

§ 5.1.9 Except with the Owner's prior approval, the Contractor shall not make advance payments to suppliers for materials or equipment which have not been delivered and stored at the site.
§ 5.2 Final Payment
§ 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum. shall be made by the Owner to the Contractor when
	the Contractor has fully perfonned the Contract except for the C'.ontractor•s responsibility to correct Work as provided in Article 12 of AlA Document A20l-20l 7. and to satisfy other requirements, if any, which extend beyond fmal payment; and
a final Certificate for Payment bas been issued by the Architect.

§ 5.2.2 The Owner's final payment to the Contractor shall be made no later than 30 days after the issuance of the Architect's final Certificate for Payment, or as follows:

§ 5.3 Interest
Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located.
(Insert rate of interesl agreed upon, if any.)

%	NIA

ARTICLE 6 DISPUTERESOLUTION
§ 6,1 lnitlalDecisionMaker
The Architect will serve as the Initial Decision Maker pursuant to Article 15 of AlA Document A201-2017, unless the parties appoint below another individual, not a party to this Agreement, to serve as the Initial Decision Maker.
(lf the parties mutually agree, insert the name, address and other contact i,iformaJion of the Initial Decision Maker, if other than the Architect.)

lnit.

AIA OocumenlA101• - 2017. Copyrighte 1915. 1913, 1925, 1937, 1951, 1958, 1961, 1963; 1967, 1974, 1gn', 1987. 1991. 1997, 2007 and 2017 by The

i

6

American lnstilule of AR:llitedL All right$ reaeived. Tne ·.;\JT:er.c:.it, lnsUtute of 6-;chuects, 'AJA. the AJAogo. 'A101,' and.,., Contr.tcl Documilnrl· .ire regisft!1t.J :r.i ame, and may nol e used w,lhr;:u: ,: um'"'°n This document was created on 01/21/2022 13:10:56	under the terms of A1A Documents on Demand On:!er No. 2114282001 , I&not far resale, Is ricen!led for one-lime use only, and may only be used In acconlance.with the AIA CCllllract DoclllTlO!!nls® OocumenbHln•Oemand • End User llcanse Agreement To report co11ynghl violations.e-ma copyright@aia.org

§ 6,2 Binding Dispute Resolution
For any CJaim subject to, but not resolved by, mediation pursuant to Article 15 of AIA Document A20l-2017, the method of binding dispute resolution shall be as follows:
(Check the appropriate box.)
! I  Arbitration pursuantto Section 15.4 of AlA Document A201-2017
D	Litigation in a court of competent jurisdiction
D	Other (Specify)

If the Owner and Contractor do not select a method of binding dispute resolution, or do not subsequently agree in writing to a binding dispute resolution method other than litigation, Claims will be resolved by litigation in a court of competent jurisdiction.

ARTICLE 7 TERMINATION OR SUSPENSION
§ 7.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AJA Document A201-2017.

§7.1.1 ffthe Contract is tenninated for the Owner's convenience in accordance with Article 14 of AIA Document A201-2017, then the Owner shall pay the Contractor a termination fee as follows:
(Iruert the amount of. or method/or determining, the.fee, if any, payable to the Contractor fallowing a termination/or the Owner's convenience.)

§ 7.2 The Work may be suspended by the Owner as provided in Article 14 of AJA Document A201-2017.

ARTICLE 8 MISCELLANEOUS PROVISIONS
§ 8.1 Where reference is made in this Agreement to a provision of AIA Document A201-2017 or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents.

§ 8.2 The Owner's representative:
(Name, address, email address, and other information)
Andres Arvelo aarvelo@hcpland.com 407-988-1403

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AIA Document A101• -2017. Copyright Cl 1915, 1918, 1925, 1937. 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997. 2007 and 2017 by The

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American tnsUIU!eof Archltecb. All rigtlls reserved. Tire'Jlmencan lnsliluk of Arcfiile	•.:;1A," !he MA l o 'AIOI. Md "AIA CQ11tract Documents· 3re ishued lrademarl<:saml may not be used N,tnout pe,mln1;;n This document was crealed on 01/2112022 13:10:56	under lhe terms of AIA Documents an Demand·' Order No. 2114282001 , It not for rwale, i$ licensed rorone,.time use on!y, and may only be used In aecordance with lhe AIA

§ 8.3 The Contractor's representative:
(Name, address, email address, and other information)
M.Chad Wren Chad@swellconstruction.com 407-971-0434

§ 8.4 Neither the Owner's nor the Contractor's representative shall be changed without ten days' prior notice to the other party.

§ 8.5 Insurance and Bonds
§ 8,5.1 The Owner and the Contractor shall purchase and maintain insurance as set forth in AIA Document AlOlTl'oL 2017, Standard Fonn of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum, Exhibit A, Insurance and Bonds, and elsewhere in the Contract Documents.
§ 8,5.2 The Contractor shall provide bonds as set forth in AIA Document Al0l™-2017 Exhibit A, and elsewhere in the Contract Documents.

§ 8.6 Notice in electronic format, pursuant to Article 1 of AlA Document A201-2017, may be given in accordance with AIA Document E203nL2013, Building lnfonnation Modeling and Digital Data Exhibit, if completed, or as otherwise set forth below:
(If other than in accordance with AJA Document £203-1013, insert requirements for delivering notice in electronic format mch as name, litle, and email address of the recipient and whether and how the sys/em will be required to generate aread receipt.for the tl'an.imission.)
NIA

§ 8.7 Other provisions:
NIA

ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS
§ 9.1 This Agreement is comprised of the following documents:
AlA Document Al0}TJ\L2017. Standard Form of Agreement Between Owner and Contractor
AlA Document AIOITIIL2017,ExhibitA, rnsuranceand Bonds
AIA Document A20I™--2017, General Conditions of the Contract for Construction
AIA Document E20JHL2013, Building Information Modeling and Digital Data Exhibit, dated as
indicated below:
(Insert the date of the E201-101J incorporated into this Agreement.)

AIA DocumantA101• - 2017, CopyrightO 1915. 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017 by The

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American lr,stitute Of ArcllitedS. Pl rights reseived. The'American Institute of Architects: 'AIA." the AIA Logo, "A1O1." and •AIA Contract Documents' are registered trademarks and may not be used without permission This document was created on 01/21/2022 13:10:56	under the terms of AIA Documents on Demand• Order No. 2114282001  . Is not for resale, Is licensed for one-time use only, and may only be used in accordance with the AlA

Drawings

Number
See below 9.l.9 "Other Documents"

Specifications

Section

Addenda, if any:

Number

TIUe	Date

Title	Date	Pages

Date	Pages

Portions of Addenda relating ti) bidding or proposal requirements are not part of the Contract Documents unless the bidding or proposal requirements are also enumerated in this Article 9.

Other Exhibits:

□

(Check all boxes that apply and include appropriate information identifying the exhibit where required)

AIA Document E204TI\L2017, Sustainable Projects Exhibit, dated as indicated below:
(Insert the date of the £204-2017 incorporated into this Agreement.)

The Sustainability Plan:
Title	Date	Pages

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AJA Document A101• -2017. Copyright C 1915. 19111, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974. 19n, 1987, 1991, 1997, 2007 and 2017 by The

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American tnstltule of Architects. All rtgh1s reserved. The ·Anumc. n lnstrtul1 of 'lrci!itects • AIA.' lhe AIA Logo "A101•• 0nd 'AJA Contract Oocum!mls' are reg,st reo:1trnaemarks ond may nQt be used wi:hm,1 p-arm;ssio!I. Thia dOCtJment was cieated on 01/21/2022 13:10:56	Ul'lder Iha terms or AJA Documents on Demand• Order No.2114282001  , Is nat fur resale, is licensed for one-lime use only. and may only be used in accordance with Ille AIA

D	Supplementary and other Conditions of the Contract:
Document	Title	Date	Pages

Other documents, if any, listed below:
(List here any additional documents that are intended to form part of the Contract Documents. AJA Document A201™-2017 provides that the advertisement or invitation to bid, Instructions to Bidders, sample forms, the Contractor's bid or proposal, portions of Addenda relating to bidding or proposal requirements, and other infom,ationfurnished by the Owner in anticipation of receiving bids or proposals, are not part of the Contruc:l Documents unless enumerated in this Agreement. Any such
documents should be listed here only if intended to be part of1he Contract Documents.)
Swell Construction Group, Inc - Proposal Dated 1/19/2022
Swell Construction Group, Inc - Estimate Qualifications Dated 1119/22
ID. This Estimate is based on Plans prepared by Hanson, Walter & Associates, Inc. titled "Trinity Place" June 2021.
Exhibit I: Plan Cover Sheet Exhibit II: Sod Plan
Exhibit Ill: Sidewalk Plan
Exhibit IV: Off-site Sod & Sidewalk Plan Exhibit V: Schedule

C
M.

fthe day and year first written above.

	"-\ . I I ,(JJ:ff'l,,.I Un	:,--t_..
(Prinlea name and title)

AtA OocumentAt0t•-2011. CopyrightO 1915.1918.1925, 1937, 1951. 1958, 1961, 1963. 19fi7, 1974, 19n, 1987, 1991, 1997, 2007 and2017 by The

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Amertcan lnslttu!e of Atchltect$. AU rlghis rwserved. The Amenc;un t,uuhlte ol Arc..-,,1ects,• AJA• the Alt\ Logo,·A,tOI an •.>.fA Canlt act Ooc.umenl• .lr!! r IS'!ered trad m3rko ond <nay not be useo w,cricut pem11ssIon This document was created on 01/21/2022 13:10:56	under the terms of AIA Oocumenl$ on Demand• Order No. 2114282001  , is not for !'E!s;ile, Is ffcensed for one-time \IS& only, and may only be used in accordance with the AfA

IAI.ADocument A101® - 2017 Exhibit A
Insurance and Bonds

This Insurance and Bonds Exhibit is part of the Agreement, between the Owner and the Contractor, dated the Twenty First	day of January	in the year Two Thousand Twenty Two
(In words. indicate day, month and year.)

for the following PROJECT:
(Name and location or address)
Trinity Place Osceola County FL

THE OWNER:
(Nome, legal status and address)
Hanover Tyson, LLC 605 Commonwealth Ave.
Orlando, FL 32803

THE CONTRACTOR:
(Name, legal status and address)
Swell Construction Group 1726 W Broadway St.
Oviedo, FL 32765

TABLE OF ARTICLES

GENERAL

OWNER'S INSURANCE

CONTRACTOR'S INSURANCE AND BONDS

SPECIAL TERMS AND CONDITIONS

This document has Important legal consequences.
ConsuHation with an attomey is encouraged with respect to its completion or modification.

This document is intended to be used in conjunction with AJA Document A201•-2017, General Conditions of the Contract for Constructlon. Article 11 of A201-2017 contains additional Insurance provisions.

ARTICLE A.1 GENERAL
The Owner and Contractor shall purchase and maintain insurance, and provide bonds, as set forth in this Exhibit. As used in this Exhibit, the term General Conditions refers to AIA Document A201.,-2017, General Conditions of the Contract for Construction.

ARTICLE A.2 OWNER'S INSURANCE
§ A.2.1 General
Prior to commencement of the Work, the Owner shall secure the insurance, and provide evidence of the coverage, required under this Article A.2 and, upon the Contractor's request. provide a copy of the property insurance policy or policies required by Section A.2.3. The copy of the policy or policies provided shall contain all applicable conditions, definitions, exclusions, and endorsements.

§ A.2.2 Uability Insurance

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The Owner shall be responsible for purchasing and maintaining the Owner's usual general liability insurance.

AJA Document A101• - 2017 Exhibit A. Copyright 10 2017 by	American Institute al A11:hitecls. All rights reserved. The ·,,mcnca11 rns1t1111e o ArchiteeU' ·,•JA 01/lof ,..,IA loge. "A101, ano "AIA Contr..ict Dor:umen · a,a r;;gisterP.d lr.ildemarl<s and may not pe use<;wJ ithout pem,,,;sIon. Thts document was (:ll!ated on 01/21/2022 13:10:56	under the bmns of AJA Documenb on Oemand® Order No.2114282001 , Is notror resale, rs fic:ensed fer one-time use only, and may only be used in accordan,;e will! Ille AIA Connet Documents® Documents-on-Demand• End User License Agreement To

§ A.2.3 Required Property Insurance
§ A.2.3.1 Unless this obligation is placed on the Contractor pursuant to Section A.3.3.2.1, the Owner shall purchase and maintain, from an insurance company or insurance companies lawfully authorized to issue insutance in the jurisdiction where the Project is located, property insurance written on a builder's risk "all-risks" completed value or equivalent policy fonn and sufficient to cover the total value ofthe entire Project on a replacement cost basis. The Owner's property insurance coverage shall be no less than the amount oftbe initial Contract Sum, plus the value of subsequent Modifications and labor performed and materials or equipment supplied by others. The property insurance shaJI be
maintained until Substantial Completion and thereafter as provided in Section A,2.3.1.J, unless otherwise provided in the Contract Documents or otheiwise agreed in writing by the parties to this Agreement This insurance shaJI include the interests of the Owner, Contractor, Subcontractors, and Sub-subcontractors in the Project as insureds. This insurance shall include the interests of mortgagees as loss payees.

§ A.2.3.1.1 Causes of Loss. The insurance required by this Section A.2.3.1 shall provide coverage for direct physical loss or damage, and shall not exclude the risks offire, explosion, theft, vandalism, malicious mischief, collapse, earthquake, flood. or windstonn. The insurance shall also provide coverage for ensuing loss or resulting damage from error, omission, or deficiency in construction methods, design, specifications. workmanship, or materials. Sub-limits, if any, are as follows:
(Indicate below the cause of loss and aey applicable sub-limit.)
Cause of Loss	Sub,Limit

§ A.2.3.1.2 SpecificRequiredCoverages.The insurance required by lhis Section A.2.3.l shall provide coverage for loss or damage to falsework and other temporary structures, and to building systems from testing and startup. The insurance shall also cover debris removal, including demolition occasioned by enforcement of any applicable legaJ requirements, and reasonable compensation for the Architect's and Contractor's services and expenses required as a result of such insured Joss, including claim preparation expenses. Suh-limits, if any, are as foJlows:
(Indicate below type of coverage and any applicable sub-limit for specific required coverages.)

Coverage	Sub-Limit

§ A.2.3.1.3 Unless the parties agree otherwise, upon Substantial Completion, the Owner shall continue the insurance requiredby Section A.2.3.l or. if necessary, replace the insurance policy required under Section A.2.3. J with property insurance written for the total value of the Project that shall remain in effect until expiration of the period for correction of the Work set forth in Section 122.2 of the General Conditions.

§ A.2.3.1.4 Deductiblesand Self-Insured Retentions. If the insurance required by this Section A.2.3 is subject to deductibles or self-insured retentions, the Owner shall be responsible for all loss not covered because of such deductibles or retentions.

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§ A.2.3.2 Occupancy or UsePrior to Substantial Completion, The Owner's occupancy or use of any completed or partially completed ponion of the Work prior to Substantial Completion shall not commence until the insurance company or companies providing the insurance under Section A.2.3.1 have consented in writing to the continuance of coverage. The

AIA Document A101• - 2017 Exhibit A. Copyright C 2017 by The Amerlc;.an lnslitule or Architects, All rights reserved. The "Ameneon I11s11tu1e cl Arct.1tects •'AIA • !he I-IA l»go, "A1() I a-,.-l'AIA C0ntr,ic: 00Gum,:n1s· are regi lered trademarks and ma:, not 1"' u ed wilhout perm,ss,on This document was crea1edon 01121/2022 13:10:56	under the 1erms of AIA Documents on Oemand® Order No.2114282001 . i!$ not for resale. is licensed for cne-tfme use only, and may only be U$ed in aa;ordance with the AJA CQntract Occuments® Dac::uments-on-Oemand • End User Ucense Agreement To report copyright vialatlons, e-maa copyright@aia.019

Owner and the Contractor shall take no action with respect to partial occupancy or use that would cause cancellation, lapse, or reduction of insurance, unless they agree otherwise in writing.

§ A.2.3.3 Insurance for Existing Structures
If the Work involves remodeling an existing structure or constructing an addition to an existing structure, the Owner shall purchase and maintain, until the expiration of the period for correction of Work as set forth in Section 12.2.2 of the General Conditions, "all-risks" property insurance, on a replacement cost basis, protecting the existing structure against direct physical loss or damage from the causes of loss identified in Section A.2.3.1, notwithstanding the undertaking of the Work. The Owner shall be responsible for all co-insurance penalties.

§ A.2.4 Optional Extended Property Insurance.
The Owner shall purchase and maintain the insurance selected and described below.

□

(Select the types of insurance the Owner is required to purchctse and maintain by placing an X in the box(es) next to the descriplion(s}of selected insurance. For each type qfinsurance selected, indicate applicable limits of coverage or other conditions in the fill point below the selected item.)

§ A.2.4.1 Loss of Use, Business Interruption, and Delay in Completion Insurance, to reimburse the Owner for loss of use of the Owner's property, or the inability to conduct normal operations due to a covered cause ofloss.

□

§ A.2.4.2 Ordinance or Law Insurance, for the reasonable and necessary costs to satisfy the minimum requirements of the enforcement of any law or ordinance regulating the demolition, construction, repair, replacement or use of the Project.

□

§ A.2.4.3 Expediting Cost Insurance, for the reasonable and necessary costs for the temporary repair of damage to insured property, and to expedite the permanent repair or replacement of the damaged property.

□

§ A.2.4.4 Extra Expense Insurance, to provide reimbursement of the reasonable and necessary excess costs incurred during the period of restoration or repair of the damaged property that are over and above the total costs that would nonnally have been incurred during the same period of time had no loss or damage occurred.

□

3

§ A.2.4.5 Civil Authority Insurance, for losses or costs arising from an order of a civil authority prohibiting access to the Project, provided such order is the direct result of physical damage covered under the required property insurance.

AIA Document A1G1• - 2017Exhibit A. Copyright O 2017 by The Amencan lnstlMe o1 Ardli!a<:U.All rightsMd, The "Amer'can lnsbtull!! cf

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Azch,tt!,13• . ·,;1;; tne AIA Lego ·A101 and ·t1.1A Contract Documents are reg ,ter,,d Uildarr,aru and m:iy not be used without eem11ss1on.This dccumenl was created on 01/21/2022 13:10:56	under lhe terms of AIA Oo<:uments on Demand® Order No2114282001  . is not ror resale. is licensed for one-lime use only, and may only be used in aci:ordance with the AIA Contract Documents® Oceuments-on-Demand - End User License Agreement To report copyright violations, IH!laM copyrighl@aia.01g

□

§ A.2.4.6 Ingress/Egress Insurance, for loss due to the necessary interruption of the insured's business due to physical prevention of ingress to, or egress from, the Project as a direct result of physical damage.

□

§ A.2.4.7 Soft Costs Insurance, to reimburse the Owner for costs due to the delay of completion orthe Work, arising out of physical loss or damage covered by the required property insurance: including construction loan fees; leasing and marketing expenses; additional fees, including those of architects, engineers, consultants, attorneys and acCQuntants, needed for the completion of the construction, repairs. or reconstruction; and carrying costs such as property ta.xes, building permits, additional interest on loans, realty taxes, and insurance premiums over and above normal expenses.

§ A.2.5 Other Optional Insurance.
The Owner shall purchase and maintain the insurance selected below.

□

(Select the types of insurance the Owner Is required to prrrchase and maintain by placing an X in the box(es) next to the description(s) of selected insurance.)

§ A.2.5.1 Cyber SecurityInsurance for loss to the Owner due to data security and privacy breach, including costs of investigating a potential or actual breach of confidential or private information. (Indicate applicable limits of coverage or other conditions in the fill point below.)

□

§ A.2.5.2 Other Insurance
(List below any other insurance coverage to be provided by the Owner and any applicable limits.)

Coverage	Limits

ARTICLE A.3 CONTRACTOR'S INSURANCE AND BONDS
§ A.3.1 General
§ A.3.1.1 Certificatesof Insurance.The Contractor shall provide certificates of insurance acceptable to the Owner evidencing compliance with the requirements in this Article A3 at the following times: ( l) prior to commencement of the Work; (2J upon renewal or replacement of each required policy of insurance; and (3) upon the Owner's written request. An additional certificate evidencing continuation of commercial liability coverage, including coverage for completed operations, shall be submitted with the final Application for Payment and thereafter upon renewal or replacement of such coverage until the expiration of the periods required by Section A.3.2.1 and Section A.3.3.1. The certificates will show the Owner as an addjtional insured o.n the Contractor's Commercial General Liability and excess or umbrella liability policy or policies.

§ A.3.1.2 Deductibles and Self-InsuredRetentions. The Contractor shall disclose to the Owner any deductible or self­ insured retentions applicable to any insurance required to be provided by the Contractor.

AIA Docurmnt A101• - 2017 Exhibit A. Copyright C 2017 by The American lnstitule of Architeds. All rights reunied. 11e ·.i.mew::tn loslltul-. .:it

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Arui,te t, ·•AJA· the AIA Logo A!Ct • and ",\IA C:ortnct Document:.· va r69istered tJUdemark!i and mat rot be used w1tho111iarm sloo. This documenl
wH created on 01/21/2022 13:10:56   under the terms of AIA Documents on Demand® Qfdcr No.2114282001 . hi not for resale. is licensed for one-time use only, and may only be used In accordance wi1h the AIA Contract □ocuments«I Oocuments-on-Oemand • End User License Agreement To report copyright vfolafions, e-ma capyrfgtrt@aia.Otg

§ A.3.1.3 Additional Insured Obligations. To the fullest extent permitted by law, the Contractor shall cause the commercial general liability coverage to include (I) the Owner, the Architect, and the Architect's consultants as additional insureds for claims caused in whole or in part by the Contractor's negligent acts or omissions during the Contractor's operations; and (2) the Owner as an additional insured for claims caused in whole or in part by the Contractor's negligent acts or omissions for which loss occurs during completed operations. The additional insured coverage shall be primary and non-contributory to any of the Owner's general liability insurance policies and shall apply to both ongoing and completed operations. To the extent commercially available, the additional insured coverage shall be no less than that provided by Insurance Services Office, Inc. (ISO) forms CG 20 10 07 04, CG 20 37 07 04, and, with respect to the Architect and the Architect's consultants, CG 20 32 07 04.

§ A.3.2 Contractor's RequiredInsurance Coverage
§ A.3.2.1 The Contractor shall purchase and maintain the following types and limits of insurance from an insurance company or insurance companies lawfully authorized to issue inswance in the jurisdiction where the Project is located. The Contractor shall maintain the required insurance until the expiration of the period for correction of Work as set forth in Section 12.2.2 of the General Conditions, unless a different duration is stated below:
(Jfthe Contractor is required to maintain insurance for a duration other than the expiration of the period for correction
of Work, state the duration.)

§ A.3.2.2 Commercial General Liability
§ A.3.2.2.1 Commercial General Liability insurance for the Project written on an occurrence form with policy limits of not less than	($	) each occurrence,
($	) general aggregate, and	($	) aggregate for products- completed operations hazard, providing coverage for claims including
damages because of bodily injwy, sickness or disease, including occupational sickness or disease, and
death of any person;
personal injury and advertising injury;
	damages because of physical damage to or destruction of tangible property, including the loss of use of such property;
bodily injury or property damage arising out of completed operations; and
the Contractor's indemnity obligations under Section 3.18 of the General Conditions.
§ A.3.2.2.2 The ContractQr's Commercial General Liability policy under this Section A.3.2.2 shall not contain an exclusion or restriction of coverage for the following:
Claims by one insured against another insured, if the exclusion or restriction is based solely on the fact
that 1he claimant is an insured, and there would otherwise be coverage for the claim.
	Claims for property damage to the Contractor's Work arising out of the products-completed operations hazard where the damaged Work or the Work out of which the damage arises was performed by a Subcontractor.
Claims for bodily injury other than to employees of the insured.
Claims for indemnity under Section 3.18 of the General Conditions arising out ofinjury to employees of the insured.
Claims or loss excluded under a prior work endorsement or other similar exclusionary language.
Claims or loss due to physical damage under a prior injury endorsement or similar exclusionary language.
	Claims related to residential, multi-family, or other habitational projects, if the Work is to be performed on such a project.
.B	Claims related to roofing, if the Work involves roofing.
	Claims related to exterior insulation finish systems (EIFS), synthetic stucco or similar exterior coatings or surfaces, if the Work involves such coatings or surfaces.
Claims related to earth subsidence or movement, where the Work involves such hazards.
Claims related to explosion, collapse and underground hazards, where the Work involves such hazards.
§ A.3.2.3 Automobile Liability covering vehicles owned, and non-owned vehicles used, by the Contractor, with policy limits ofnot less than	($	) per accident, for bodily injury, death ofany person, and property damage arising out of the ownership, maintenance and use of those motor vehicles along with any other statutorily required automobile coverage.
AIA Document "101• - 2017 Exhibit A. Copyright@ 2017 by rne American lnslituto of An:hilects. AJI rfgh!S reserwd, The "Amr.1Can fnslltuu: of

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.<lrcnrtects..•,.IA. 1/l,o AJA Logu,·/, 10 I • a d ..\JA Contract Occuments· are regl terad trademarks and may not be 1.1sed w,1hcut perm1sslo11Tois document was created an 01/211202213:10:56	under Ille tenn, of AIA Documents on Demand® Order No.2114282001 , is not for R!Sale, Is llcensitd for one-time use onl . and may only be usedin acccrdance with Ille AIA Contract Oocumenls® Document!l-0!1-Detnand - End User License Agreement. To report copyright violations, e-maij copyrfght@ala.org

§ A.3.2.4 The Contractor may achieve the required limits and coverage for Commercial General Liability and Automobile Liability through a combination of primary and excess or umbrella liability insurance, provided such primary and excess or umbrella insurance policies result in the same or greater coverage as the coverages required under Section A.3.2.2 and A3.2.3, and in no event shall any excess or umbrella liability insurance provide narrower coverage than the primary policy. The excess policy shall not require the exhaustion of the underlying limits only through the actual payment by the underlying insurers.

§ A.3.2.5 Workers' Compensation at statutory limits.

§ A.3.2.6 Employers' Liability with policy limits not less than
accident,		($	) each employee, and ($	) policy limit.

($	)each

§ A.3.2.7 Jones Act, and the Longshore & Harbor Workers' Compensation Act, as required, if the Work involves hazards arising from work on or near navigable waterways, including vessels and docks

§ A.3.2.8 If the Contractor is required to furnish professional services as part of the Work, the Contractor shall procure Professional Liability insurance covering performance of the professional services, with policy limits of not less than
($	) per claim and	{$	) in the
aggregate.

§ A.3.2.9 If the Work involves the transport, dissemination, use, or release ofpoJJutants, the Contractor shall procure Pollution Liability insurance, with policy limits of not less than	($	) per claim and	($	) in the aggregate.

§ A.3.2.10 <;:overage under Sections A.3.2.8 and A.3.2.9 may be procured through a Combined Professional Liability and Pollution Liability insurance policy, with combined policy limits ofnot less than
($	) per claim and	($	) in the aggregate.

§ A.3.2.11 Insurance for maritime liability risks associated with the operation of a vessel, if the Work requires such activities, with policy limits of not less than	($	) per claim and
($	) in the aggregate.

§ A.3.2.12 Insurance for the use or operation of manned or unmanned aircraft, if the Work requires such activities, with policy limits of not less than	($	) per claim and
($	) in the aggregate.

§ A.3.3 Contractor's Other Insurance Coverage
§ A.3.3.1 lnsurance selected and described in this Section A.33 shall be purchased from an insurance company or insurance companies lawfully authorized to issue insurance in the jurisdiction where the Project is located. The Contractor shall maintain the required insurance until the expiration of the period for correction of Work as set forth in Section 12.22 of the General Conditions, unless a different duration is stated below:
(If the Contractor is required to maintain any ofthe types of insurance selected below for a duration other than the expiration of the periodfnr co"eclion of Work. slate the duration.)

§ A.3.3.2 The Contractor shall purchase and maintain the following types and limits of insurance in accordance with Section A.3.3.l.

□

(Select the types of insurance the Contractor is req11i1·ed to purchase and maintain by placing an X in the box(es) ne.--ct to the description(s) of selected insurance. Where policy limits (JJ'e provided, include the policy limit in the apprupriatefi/1 point.)

§ A.3.3.2.1 Property insurance of the same type and scope satisfying the requirements identified in Section A.2.3, which, if selected in this section A.3.3.2.1, relieves the Owner of the responsibility to purchase and maintain such insurance except insurance required by Section A2.3.l.3 and Section

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A.2.3.3. The Contractor shall comply with all obligations of the Owner under Section A.23 except to the extent provided below. The Contractor shall disclose to the Owner the amount of any deductible,
AIA Documant A101• - 2017 Exhibit A. Copyright© 2017 by The Amencan ln tilute of Al'ehitects. All righ!Sserved. The "Amer!c:a11Institute of P.Jch,tects. "AJA ll\e AJA LC{lo, 'AIOI• and "AIA Contract Documents" are reglslerecl tra<iomarl<s and may not !le uu.,J•,ithcu1permlnlon. This dacumenl was c:reated on 01/21/2022 13;10:56	under the tenns of AlA Documents on Demand® Onler No.i!114282001 , is rn,t for resale. ls licensed for one-lime use only, and may only be used in accordance with the AIA Contract D=ments® Oocuments.-on-Oemand• End User Uunse Agre.ment To

and the Owner shall be responsible for losses within the deductible. Upon request, the Contractor shall provide the Owner with a copy of the property insurance policy or policies required. The Owner shall adjust and settle the loss with the insurer and be the trustee of the proceeds of the property insurance in accordance with Article 11 of the General Conditions unless otherwise set forth below:
(Where lhe Contractor's ohligotfrm to provide property insurance differs from the Owner's obligations as described under Section A.2.3, indicate such differences in the space below. Additionally, if a party other than Jhe Owner wi/f be responsible for ar:Qustingand settling a loss with the insurer and acting as the trustee of the proceeds of property insurance in ae:cordance with Article 11 of the General Conditions, indicate the responsible party below.)

□

§ A.3.3.2.2 Railroad Protective Liability Insurance, with policy limits ofnot less than
($	) per claim and

□

($	) in the aggregate, for Work within fifty (50) feet of railroad property.

§ A.3.3.2.3 Asbestos Abatement Uability Insurance, with policy limits of not less than
($	) per claim and

□

($	) in the aggregate, for liability arising from the encapsulation, removal, handling, storage, transportation, and disposal of asbestos-containing materials.

□

§ A.3.3.2.4 Insurance for physical damage to property while it is in storage and in transit to the construction site on an "all-risks" completed value fonn.

□

§ A.3.3.2.5 Property insurance on an "all-risks" completed value form, covering property owned by the Contractor and used on the Project, including scaffolding and other equipment.

§ A.3.3.2.6 Other Insurance
(List below any other insurance coverage Lo be provided by the Contractor and any applicable limits.)

Coverage	Limits

§ A.3.4 Performance Bond and Payrnent Bond
The Contractor shall provide surety bonds, from a company or companies lawfully authorized to issue surety bonds in the jurisdiction where the Project is located, as follows:
(Specify type and penal sum of bonds.)

Type
Payment Bond Perfonnance Bond

Penal Sum ($0.00)

Payment and Performance Bonds shall be AJA Document A312™, Payment Bond and Perfonnance Bond, or contain provisions identical to AIA Document A312™, current as of the date of this Agreement.

AIA Oocurn9nt A101• - 2017 Exhibit A. Copyright 2017 by The American ln$1ilute of Architeets. All rights te5er.ied. The Americar lmwrute o

lnlt.

7

Alch,:ecu• 'Ali'. the AIA Le-go 'A10' and AJA Con1n1ct Ooc1Jments- are rcgl tered tradsmark& and may not be use1Jwithout p;,rmls,:a,-. Thi.s document was created on 01/21/2022 13:10:56	under the terms of AlA Documents en Demand® Order Nc.21142820°'  , Is not for rasale, is ncem1ed for one-time use only. and may only be used In acc;onlance wilh the NA Contract Oocuments® Oocumenrs,on-Oemand - End User License Agreement. To

lnlt

8

ARTICLE A.4 SPECIAL TERMS AND CONDITIONS
Special tenns and conditions that modify this Insurance and Bonds Exhibit, if any, are as follows:

AIA Document A101• - 2017 Exhibit A. Copyright Cl 2017 by The American Institute of Architects. All righls reserved. The "American Institute of Architects," "AIA, lheAIA Logo,"A101," and 'AJA Contract Documents· are registered trademarks and may not be used without permission This document was created on 01/21/2022 13:10:56	under the tenns of AIA Documents on Demand® Order No2114282001  , is not for resale, is licensed ror one-time use only, and may only be used in acconlance with the AIA Contract Document91> Oocumenls-on-Demand - End User Ucense Agreement To report copyright violations, e-mail copyright@aia.org

e;:;a:	1726 West Broadway St

 """'	Swell Construction Group

SWi=LL

'--"'
CDNGROUP

Trinity Place Phase 1 1.19.2022

Oviedo, FL 32765

Biditem Description	Bid Quantity	Units	Unit Price	Extended Price	
100 MOBILIZATION	1	LS	s	49,371.00	$	49,371.00	
200 CONSTRUCTION LAYOUT	1	LS	$	37,260.00	$	37,260.00	
300 CERTIFIED AS-BUilTS	1	LS	$	34,776.00	$	34,776.00	
400 GEOTECHNICAL TESTING	1	LS	$	63,000.00	$	63,000.00	
500 CONSTRUCTION ENTRANCE	1	EA	$	7,542.08	$	7,542.08	
550 SECURITY	1	LS	$	12,500.00	$	12,500.00	
600 M.O.T.	1	LS	$	6,053.34	$	6,053.34	
GENERAL CONDITIONS				$  210,502.42	

700 EROSION CONTROL MAINTENANCE	
1	
LS	
$	19,776.67	
$	19,776.67	
8005WPPP	1	LS	$	12,271.13	$	12,271.13	
900 SILT FENCE	8,540	LF	$	1,33	$	11,358.20	
1000 INLET PROTECTION	64	EA	$	156.60	$	10,022.40	
1100 CLEAR & GRUB (BURN DEBRIS ONSITE)	60	AC	$	4,200.00	$  252,000.00	
1200 DISK SITE	73	AC	$	383.04	$	27,961.92	
1300 DEWATERING	1	LS	$  296,144.00	$  296,144.00	
1400 EXCAVATION TO EMBANKMENT ONSITE	257,064	CY	$	2.06	$  529,551.84	
1500 MUCK EXCAVATION (TO REMAIN ONSITE)	28,550	CY	$	4.09	$  116,769.50	
1600 TRACT GRADING	25,935	SY	$	0.65	$	16,857.75	
1700 POND GRADING	55,842	SY	$	0.65	$	36,297.30	
1800 PAD GRADING (PHASE 1)	193	EA	$	447.61	$	86,388.73	
1900 MASS PAD GRADING (PHASE 2)	118	EA	$	223.81	$	26,409.58	
2000 R.O.W. GRADING	19,464	SY	$	0.65	$	12,651.60	
2100 ROADWAY GRADING	23,660	SY	$	0.65	$	15,379.00	
2200 BAHIA SOD	21,615	SY	$	2.81	$	60,738.15	
2300 SEED & MULCH	31	AC	$	1,080.00	$	33,480.00	
2400 SEED & MULCH PHASE 2 MASS GRADE AREA	21	AC	$	1,080.00	$	22,680.00	
2500 RETAINING WALL	2,827	SF	$	24.30	$	68,696.10	
2600 RETAINING WALL GROUT	1	LS	s	20,610.00	$	20,610.00	
2700 RETAINING WALL PERMIT	1	LS	$	4,080.00	$	4,080.00	
2800 RETAINING WALL FALL PROTECTION	191	LF	s	75.55	$	14,430.81	
EARTHWORK				$ 1,694,554.68	

2900 15" RCP 0-6	
923 LF	
$	32.60	
$	30,089.80	
3000 15" RCP 6-8	354 LF	$	35.32	$	12,503.28	
3100 15" RCP 8-10	94 LF	$	37.87	$	3,559.78	
3200 18" RCP 0-6	506 LF	$	41.26	$	20,877.S6	
3300 18" RCP 6-8	342 LF	$	44.83	$	15,331.86	
3400 18" RCP 8-10	581 LF	$	45.40	$	26,377.40	
3500 18" RCP 10-12	143 LF	$	48.00	$	6,864.00	
3600 24" RCP 6-8	611 LF	$	59.95	$	36,629.45	
3700 24" RCP 8-10	490 LF	$	61.67	$	30,218.30	
3800 24" RCP 10-12	877 LF	$	64.49	$	56,557.73	
3900 24" RCP 12-14	153 LF	$	73.89	$	11,305.17	
4000 30" RCP 8-10	213 LF	$	84.73	$	18,047.49	
4100 30" RCP 10-12	209 LF	$	86.79	$	18,139.11	
4200 30" RCP 12-14	227 LF	$	95.93	$	21,776.11	
4300 36" RCP 10-12	200 LF	$	120.28	$	24,056.00	
4400 36" RCP 14-16	128 LF	$	134.11	$	17,166.08	
4500 42" RCP 6-8	357 LF	$	141.59	$	50,547.63	
4600 42" RCP 8-10	300 LF	$	144.52	$	43,356.00	
4700 42" RCP 10-12	187 LF	$	150.03	$	28,055.61	
4800 42" RCP 12-14	51 LF	$	157.99	$	8,057.49	
4900 42" RCP 14-16	162 LF	$	167.29	$	27,100.98	
5000 42" RCP 16-18	125 LF	$	175.29	$	21,911.25	

5100 48" RCP 12-14	129	LF	$	194.59	$	25,102.11	
5200 48" RCP 14-16	514	LF	$	198.98	$  102,275.72	
5300 48" RCP 16-18	81	LF	$	219.36	$	17,768.16	
5400 54" RCP 16-18	222	LF	$	265.93	$	59,036.46	
5500 54" RCP 18-20	517	LF	$	277.50	$  143,467.50	
5600 60" RCP 16-18	595	LF	$	327.86	$  195,076.70	
5700 60" RCP 18-20	195	LF	$	347.03	$	67,670.85	
5800 6" HDPE N-12	112	LF	$	13.77	$	1,542.24	
5830 8" HDPE N-12	277	LF	$	22.44	$	6,215.88	
5860 12" HDPE N-12	112	LF	$	29.55	$	3,309.60	
5900 MANHOLE 0-8	2	EA	$	4,409.00	$	8,818.00	
6000 MANHOLE 8-10	2	EA	$	6,689.00	$	13,378.00	
6100 MANHOLE 10-12	1	EA	$	6,813.00	$	6,813.00	
6200 MANHOLE 12-14	3	EA	$	6,911.00	$	20,733.00	
6300 MANHOLE 14-16	3	EA	$	7,108.00	$	21,324.00	
6400 MANHOLE 16-18	3	EA	$	7,302.00	$	21,906.00	
6500 MANHOLE 18-20	1	EA	$	7,500.00	$	7,500.00	
6600 P-5 INLET 0-8	2	EA	$	5,253.00	$	10,506.00	
6800 P-5 INLET 14-16	1	EA	$	9,386.00	$	9,386.00	
6900 P-6 INLET 0-8	23	EA	$	5,536.00	$  127,328.00	
7000 P-6 INLET 8-10	12	EA	$	6,291.00	$	75,492.00	
7100 P-6 INLET 10-12	5	EA	$	6,488.00	$	32,440.00	
7200 P-6 INLET 12-14	1	EA	$	10,923.00	$	10,923.00	
7300 P-6 INLET 14-16	1	EA	$	11,118.00	$	11,118.00	
7400 P-6 INLET 16-18	4	EA	$	11,314.00	$	45,256.00	
7500 P-6 INLET 18-20	2	EA	$	11,509.00	$	23,018.00	
7600 YARD DRAINS 0-6	7	EA	$	1,013.00	$	7,091.00	
7700 TYPE C INLET 16-18	1	EA	$	12,859.00	$	12,859.00	
7800 TYPED INLET 0-8	1	EA	$	4,307.00	$	4,307.00	
7900 TYPE E BUBBLEUP 0-8	1	EA	$	5,623.00	$	5,623.00	
8000 TYPE F INLET 0-8	3	EA	$	3,873.00	$	11,619.00	
8100 TYPE H CONTROL STRUCTURE 0-8	1	EA	$	10,176.00	$	10,176.00	
8200 42" M.E.S,	1	EA	$	4,809.00	$	4,809.00	
8300 54" M.E.S.	1	EA	$	9,029.00	$	9,029.00	
8400 60" M.E.S.	3	EA	$	10,680.00	$	32,040.00	
8500 STORM SEWER TESTING	9,786	LF	$	4.05	$	39,633.30	
8600 WELLPOINTS	!l,786	LF	$	11.33	$  U0,875.38	
5TORMSEWER				$ 1,843,993.98	

8700 8" PVC 0-6	
2,519	
LF	
$	37.02	
$	93,253.38		
8800 8" PVC 6-8	1,177	LF	$	39.47	$	46,456.19		
8900 8" PVC 8-10	1,086	LF	$	40.38	$	43,852.68		
9000 8" PVC 10-12	762	LF	$	42.56	$	32,430.72		
9100 8" PVC 12-14	560	LF	$	49.92	$	27,95S.20		
9200 8" PVC 16-18	481	LF	$	64.85	$	31,192.85		
9300 10" HOPE 18-20	69	LF	$	118.00	$	8,142.00		
9400 SANITARY MANHOLE 0-6	10	EA	$	7,888.00	$	78,880.00		
9500 SANITARY MANHOLE 6-8	4	EA	$	8,299.00	$	33,196.00		
9600 SANITARY MANHOLE 8-10	3	EA	$	9,031.00	$	27,093.00		
9700 SANITARY POLYMER MANHOLE 8-10 {01,05)	2	EA	$	21,412.00	$	42,824.00		
9800 SANITARY MANHOLE 10-12	1	EA	$	9,614.00	$	9,614.00		
9900 SANITARY POLYMER MANHOLE 10-12 (04)	1	EA	$	28,111.00	$	28,111.00		
10000 SANITARY MANHOLE 12-14	1	EA	$	13,620.00	$	13,620.00		
10100 SANITARY POLYMER MANHOLE 14-16 (32)	1	EA	$	32,616.00	$	32,616.00	DROP MH NOT CALLED POLYMER	
10200 SANITARY MANHOLE 16-18	1	EA	$	16,048.00	$	16,048.00		
10300 SANITARY POLYMER MANHOLE 16-18 (29)	1	EA	$	34,097.00	$	34,097.00		
10400 SANITARY POLYMER MANHOLE 20-22 (30)	1	EA	$	34,138.00	$	34,138.00		
10500 SANITARY SINGLE LATERAL	193	EA	$	902.00	$  174,086.00		
10600 SANITARY CLUBHOUSE SERVICE	l	EA	$	1,523.00	$	1,523.00		
10700 SANITARY TESTING	6,6S4	LF	$	3.67	$	24,420.18		
10800 LIFT STATION	1	EA	$  980,422.50	$  980,422.50		
10900 8" FORCE MAIN	4,127	LF	$	42.16	$  173,994.32		
11000 6" FORCE MAIN	12	LF	$	35.18	$	422.16		
11100 8" PLUG VALVE	8	EA	$	1,818.00	$	14,544.00		
11200 CONNECT TO EXIST FORCEMAIN	1	EA	$	837.35	$	837.35		
11300 FORCE MAIN FITTINGS/TEST	1	LS	$	28,000.00	$	28,000.00		
SANITARY SEWER				$ 2,031,769.53		

11400 2" PE TUBING - WATER	276	LF	$	9.57	$	2,641.32	
11500 8" PVC WATER LINE	5,172	LF	$	42.16	$  218,051.52	
11600 12" PVC WATER LINE	2,983	LF	s	80.64	$  240,549.12	
11700 16" PVC WATER LINE	2,959	LF	$	129.24	$  382,421.16	
11800 8" GATE VALVE	25	EA	$	2,035.00	$	S0,87S.OO	
11900 12" GATE VALVE	21	EA	$	3,598.00	$	75,558.00	
12000 16" GATE VALVE	6	EA	$	9,493.00	$	56,958.00	
12100 JUMPER ASSEMBLY	1	EA	$	1,393.00	$	1,393.00	
12200 WATER SINGLE SERVICE	17	EA	$	554.00	$	9,418.00	
12300 WATER DOUBLE SERVICE	88	EA	$	1,027.00	$	90,376.00	
12400 FIRE HYDRANT ASSEMBLY	12	EA	$	6,080.00	$	72,960.00	
12500 TEMP BLOW OFF ASSEMBLY	4	EA	$	1,624.00	$	6,496.00	
12600 AUTO FLUSHING DEVICE	2	EA	$	7,763.00	$	15,526.00	
12700 WATER FITTINGS/TEST	1	LS	$  121,701.00	$  121,701.00	
12800 CONN TO EXIST WATERLINE	1	EA	$	837.35	$	837.35	
12900 WATER BACKFLOW ASSEMBLY (METER BY OTHERS)	1	EA	$	4,057.00	$	4,057.00	
WATER MAIN				$ 1,349,818.47	

13000 12" PVC RECLAIM LINE	
6,013 LF	
$	80.64	
$  484,888.32	
13100 6" PVC RECLAIM LINE	4,835 LF	$	29.25	$  141,423.75	
13200 2" PE TUBING - RECLAIM	215 LF	$	9.57	$	2,057.55	
13300 12" GATE VALVE	26 EA	$	3,659.00	$	95,134.00	
13400 6" GATE VALVE	26 EA	$	1,S26.00	$	39,676.00	
13500 JUMPER ASSEMBLY	1 EA	$	1,393.00	$	1,393.00	
13600 RECLAIM SINGLE SERVICE	20 EA	$	554.00	$	11,080.00	
13700 RECLAIM DOUBLE SERVICE	87 EA	$	1,027.00	$	89,349.00	
13800 2" IRRIGATION SERVICE	2 EA	$	3,540.00	$	7,080_00	
13900 1" RECLAIM METER ASSEMBLY (METER BY CITY)	1 EA	$	991.00	$	991.00	
14000 RECLAIM FITTINGS/TEST	1 LS	$	89,620.00	$	89,620.00	
14100 BLOW OFF ASSEMBLY	4 EA	$	1,624.00	$	6,496.00	
14200 AUTO FLUSHING DEVICE	2 EA	$	7,763.00	$	15,526.00	
14300 CONN TO EXIST RECLAIM LINE	1 EA	$	838.00	$	838.00	
14400 RECLAIM BACKFLOW ASSEMBLY (METER BY OTHERS)	1 EA	$	4,057.00	$	4,057.00	
RECLAIM WATER			$  989,609.62	

14500 2" TYPE SP-12.S ASPHALT	
2,927 SY	
$	13.24 $	
38,753.48	
14600 1.5" TYPE SP-9.5 ASPHALT	20,733 SY	$	10.04 $	208,1S9.32	
14700 8" LIMEROCK BASE	2,927 SY	$	16.99 $	49,729.73	
14800 6" LIMEROCK BASE	20,733 SY	$	14.26 $	295,6S2.58	
14900 12" STABILIZED SUBGRADE	23,660 SY	$	5.33 $	126,107.80	
15000 STABILIZED CURB PAD	7,060 SY	$	5.33 $	37,629.80	
15100 TYPE A CURB	275 LF	$	18.55 $	5,101.25	
15200 TYPE F CURB (24")	3,386 LF	$	18.SS $	62,810.30	
15300 TYPE D CURB	185 LF	$	14.40 $	2,664.00	
15400 RIBBON CURB	1,953 LF	$	20.00 $	39,060.00	
15500 MIAMI CURB	9,852 LF	$	1S.2S $	150,243.00	
15600 THICKENED EDGE SIDEWALK	181 LF	$	14.40 $	2,606.40	
15700 SIDEWALK (4" THICK)	18,434 SF	$	5.10 $	94,013.40	
15800 POND A & B SIDEWALK (4" THICK)	19,083 SF	s	5.75 $	109,727.25	
15900 H.C.RAMP	35 EA	$	960.00 $	33,600.00	
16000 STRIP SOD - 2' WIDE	4,713 SY	$	2.81 $	13,243.53	
16100 UTILITY EASEMENT ROW GRADING	18,107 SY	$	0.65 $	11,769.55	
16200 UTILITY EASEMENT STABILIZED PATH	5,604 SY	$	5.33 $	29,869.32	
16300 UTILITY EASEMENT SOD	12,503 SY	$	2.81 $	35,133.43	
16400 PAVEMENT MARKINGS & SIGNS	1 LS	$	32,253.00 $	32,253.00	
PAVEMENT		$	1,378,127.14	
TRINITY PLACE PHASE 1 TOTAL		$	9,498,375.84	

-	.s

Swell Construction Group 1726 West Broadway St

Oviedo, FL 32765

.S.\.1.'\.°/.E'.L.-L-
Trinity Place Pine Grove Road 1.19.22

Biditem  Description	Bid Quantity  Units  Unit Price	Extended Price
100 CONSTRUCTION LAYOUT	1 LS	$ 12,000.00  $	12,000.00
200 CERTIFIEDAS-BUILTS	1 LS	$  10,000.00 $	10,000.00
300 GEOTECHNICALTESTING	1 LS	$  5,280.00  $	5,280.00
400 CONSTRUCTION ENTRANCE	1 EA	$  7,542.08  $	7,542.08
500 M.O.T.	l LS	S 15,000.00  $	15,000.00
GENERAL CONDITIONS	$	49,822.08

600 SILT FENCE	3,540 LF	$	1,33	$	4,708.20	
700 EROSION CONTROL MAINTENANCE	l LS	$  5,ooo_oo	s	5,000.00	
800 INLET PROTECTION	2 EA	$	156.60	$	313.20	
900 R.O.W. GRADING	6,584 SY	$	1.20	$	7,900.80	
1000 ROADWAY GRADING	1,889 SY	$	3.00	$	5,667.00	
1100 BAHIA SOD	6,584 SY	s	2.81 $	18,501.04
EARTHWORK	$	42,090.24

1200 15" RCP 0-6	91 LF	$	32.60  $	2,966.60
1300 18" RCP 0-6	802 LF	$	41.26  $	33,090.52
1400 24" RCP 0-6	63 LF	$	59.95  $	3,776.85
1500 24" RCP 6-8	79 LF	$	61.40  $	4,850.60
1600 MANHOLE 0-8	l EA	$  4,409.00 $	4,409.00
1700 P-5 INLET 0-8	5 EA	$  5,253.00 $	26,265.00
1800 P-6 INLET 0-8	1 EA	$  5,536.00 $	5,536.00
1900 24" ENDWALL	1 EA	$  4,402.00 $	4,402.00
2000 TYPE F INLET 0-8	1 EA	$  3,873.00 $	3,873.00
2100 18" M,E.S.	1 EA	$  1,588.00 $	1,588.00
2200 CONNECT TO 24" RCP	1 EA	$  4,650.00  $	4,650.00
2250 OPEN CUT PINE GROVE	80 SY	$	158.00  $	12,640.00
2300 OEMOLITION OF EXISTING STORM	1 LS	$ 12,580.00  $	12,580.00 lEA 24"MES / 2EA 24" ENDWALL / 3SLF 24"RCP
2400 STORM SEWER TESTING	338 LF	$	4.05 $	1,368.90
2500 WELLPOINTS	338 LF	s	11.33  S	l,829.54
STORM SEWER	$  125,826.01

2600 12" PVC WATER LINE	1,815 LF	$	80.64	$  146,361.60	
2700 12" GATE VALVE	7 EA	$  3,183.00	$	22,281.00	
2800 FIRE HYDRANT	5 EA	$	6,080.00	$	30,400.00	
2900 2" BLOWOFF ASSEMBLY	1 EA	$  1,624.00	$	1,624.00	
3000 WATER FITTINGS/TEST	l LS	S 22,376.00	S	22,376.00	
WATER MAIN			$  223,042.60	

3100 12" PVC RECLAIM LINE	
1,757 LF	
$	80.64	
$  141,684.48	
3200 16" DIRECTIONAL DRILL	120 LF	$	507.00	$	60,840.00	
3300 12" GATE VALVE	9 EA	$  3,182.34	$	28,641.06	
3400 2" BLOWOFF	2 EA	$  1,624.00	$	3,248.00	
3SOORECLAIM FITTINGS/TEST	1 LS	$  7,730.00	$	7,730.00	
RECLAIM WATER			$  242,143.54	

3600 2.5" TYPE SP-9.5 ASPHALT	2,637 SY	$	23.68  $	62,444.16
3700 3" ASPHALT OVERLAY	S,015 SY	$	24.52 $  122,967.80
3800 10" CRUSHED CONCRETE BASE	2,637 SY	$	25.70 $	67,770.90
3900 12" STABILIZED SUBGRADE	2,637 SY	$	6.50  $	17,140.50
4000 STABILIZED CURB PAO	791 SY	$	6.50 $	5,141.50
4100 TYPE F CURB (24")	2,425 LF	$	18.55  $	44,983.75
4200 VALLEY GUTTER	128 LF	$	26.00  $	3,328.00
4300 SIDEWALK (4" THICK)	8,764 SF	$	5.10  $	44,696.40
4400 H.C. RAMP	2 EA	s	960.00  $	1,920.00
4500 PAVEMENT MARKINGS & SIGNS	1 LS	$ 27,612.00  $	27,612.00
PAVEMENT	$  398,005.01

PINE GROVE ROAD TOTAL	$ 1,080,929.48

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Swell Construction Group 1726 West Broadway St Oviedo, FL 32765

Trinity Place Lake Lizzie Road 1.19.22

Biditem Description	Bid Quantity	Units	Unit Price	Extended Price	
100 CONSTRUCTION LAYOUT	1	LS	$ 12,000.00	$	12,000.00	
200 CERTIFIED AS-BUILTS	1	LS	$ 10,000.00	$	10,000.00	
300 GEOTECHNICAL TESTING	1	LS	$	5,160.00	$	5,160.00	
400 CONSTRUCTION ENTRANCE	1	EA	$	7,542.08	$	7,542.08	
500 M.0.T.	1	LS	$ 10,000.00	$	10,000.00	
GENERAL CONDITIONS				$	44,702.08	

600 SILT FENCE	
2,022	
LF	
$	1.33	
$	2,689.26	
700 EROSION CONTROL MAINTENANCE	1	LS	$	5,000.00	$	5,000.00	
800 INLET PROTECTION	4	EA	$	156.60	$	626.40	
900 EXISTING ROADWAY DEMOLITION	1	LS	$	9,467.33	$	9,467.33	
1000 EXISTING DRIVEWAY REPLACEMENT	8	EA	$	3,341.52	$	26,732.16	
1100 R.O.W. GRADING	7,188	SY	$	3.50	$	25,158.00	
1200 ROADWAY GRADING	3,050	SY	$	3.00	$	9,150.00	
1300 BAHIA SOD	4,138	SY	$	2.81	$	11,627.78	
EARTHWORK				$	90,450.93	

1300 18" RCP 6-8	
24	
LF	
$	44.83	
$	1,075.92	
1400 18" RCP 8-10	48	LF	$	45.40	$	2,179.20	
1500 18" RCP 10-12	26	LF	$	48.00	$	1,248.00	
1600 30" RCP 8-10	518	LF	$	84.73	$	43,890.14	
1700 30" RCP 10-12	432	LF	$	86.79	$	37,493.28	
1800 P-5 INLET 0-8	2	EA	$	4,790.00	$	9,580.00	
1900 P-5 INLET 8-10	2	EA	$	5,245.00	$	10,490.00	
2000 P-5 INLET 10-12	2	EA	$	8,455.00	$	16,910.00	
2100 P-6 INLET 8-10	1	EA	$	5,079.00	$	5,079.00	
2200 P-6 INLET 10-12	1	EA	$	5,972.00	$	5,972.00	
2300 STORM SEWER TESTING	1,048	LF	$	4.05	$	4,244.40	
2400 WELLPOINTS	1,048	LF	$	11.33	$	11,873.84	
STORM SEWER				$	150,035.78	

2500 811 PVC WATER LINE	
1,059	
LF	
$	42.16	
$	44,647.44	
2600 811 GATE VALVE	8	EA	$	2,035.00	$	16,280.00	
2700 FIRE HYDRANT	2	EA	$	6,080.00	$	12,160.00	
2800 WATER FITTINGS/TEST	1	LS	$ 17,533.00	$	17,533.00	

	2900 2" BLOWOFF	2	EA	$	1,624.00	$	3,248.00	
	WATER MAIN				$	93,868.44	
	3000 1.5" TYPE SP-12.5 ASPHALT	2,549	SY	$	23.68	$	60,360.32	
	3100 611 CRUSHED CONCRETE BASE	2,549	SY	$	25.70	$	65,509.30	
	3200 12" STABILIZED SUBGRADE	2,549	SY	$	6.50	$	16,568.50	
	3300 STABILIZED CURB PAD	468	SY	$	6.50	$	3,042.00	
	3400 TYPE F CURB (24")	2,019	LF	$	18.55	$	37,452.45	
	3500 VALLEY GUTTER	91	LF	$	26.00	$	2,366.00	
	3600 SIDEWALK (4" THICK)	5,116	SF	$	5.10	$	26,091.60	
	3700 H.C. RAMP	4	EA	$	960.00	$	3,840.00	
	3800 PAVEMENT MARKINGS & SIGNS	1	LS	$	9,098.00	$	9,098.00	
	PAVEMENT				$	224,328.17	
	LAKE LIZZIE ROAD TOTAL				$	603,385.40	

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Project Name: Trinity Place Estimate Qualifications

Date: 1/19/2022

All Bonds, Permits and Fees are excluded. Any costs to be by Owner.
All sleeving prices are excluded at this time. Pricing will be provided once a sleeving plan has been provided.
	Earthwork quantities and pricing are based on topo shown in plans provided by Owner. If contracted, Topo will be verified in field for accuracy. Any differences in actual topo may create additional costs. Excavation quantity is based on No Unsuitable Material removal, undercutting and/or replacement.
Proposal is based on phase 1, Pine Grove Road, Lake Lizzie Drive, Utility Easement and mass grade of phase 2.
This Proposal is based on all site excavated soils being suitable for use in any site embankment. Trench excavation to be suitable trench backfill.
Dewatering offsite discharge may be required for construction.  Offsite dewatering permit to be obtained by others.
All sodding to be Bahia sod.
All meters (water, reclaim, force main, ect) are excluded from this proposal.
Sidewalks are priced as 4" thick, broom finished, non-reinforced.
Clearing is priced based on burning all debris onsite. If hauling off of materials is required, additional costs will need to be added to this proposal.
Site is priced as a balanced site, import fill if required is excluded from this proposal. Import fill material can be provided at a price of $16.04 per cubic yard.
All milling of Pine Grove Road is excluded from this proposal.
Muck excavation is limited to the 28,550 cubic yards included in the proposal. If additional muck excavation is required additional costs will need to be added to this proposal.
All work in the proposed offsite utility easement is included in the phase 1 pricing.
All muck pricing is based on material remaining on site. If hauling off of muck is required additional costs will need to be added to this proposal.
All utility crossings at SR 532 are excluded from this proposal. Utilities are being run to the south side of SR 532.
	All PVC pricing is based on current PVC prices. Due to volatility in the PVC market, SCG reserves the right to adjust PVC prices at the time of shipment, if increases have occurred. PVC will be paid for by owner as a percentage complete in the pay application, as the PVC is received to the site.
Offsite utility installations (water/ reclaimed) along Pine Grove Road are terminated at station marker 2017+70. Any extensions running north along Pine Grove will be performed by others.
Any existing well abandonment/septic system removal is excluded from this Estimate.
Site security fence is included at our proposed lay down yard. All other perimeter fencing /screen fencing/tree protection fencing/construction fencing is excluded.
	Inspections, video, testing, cleaning, etc. of existing utilities and existing storm sewer and any proposed work shown in other Phases are excluded from this Proposal. Any repairs to existing utilities/storm sewer, installed by others, is excluded from this Estimate.
Pond slopes and swales to be graded and sodded one-time.
This Estimate is based on all work being done in One Mobilization. If additional mobilizations are required, due to situations outside Swell Construction Group's control, additional costs may result.
Relocation of existing utilities, if conflicting with proposed utilities, is to be by others.
Proposal is based on No contaminated/ hazardous materials/ trash removal and/or replacement. Any removal of trash and replacement is excluded and would be additional if encountered.

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	All Sitework to be performed using Normal Construction Practices & Procedures to make installations and achieve required compaction. All costs for vibration monitoring and any delays caused by conditions outside of Swell Construction Group's control will be additional to this Proposal.
Pads to be graded to 811below F.F.E.
Irrigation, landscaping, screen walls, dumpster enclosures, dumpster pads, bollards, and decorative hardscapes are excluded.
Repair of silt fence, damaged by others or by conditions beyond our control, is excluded.
All abnormal dewatering, due to springs, wells, extreme weather conditions and any other unforeseen conditions, is excluded.
Dust control which cannot be maintained with one water truck used during cut/fill operations when we have crews on-
site is excluded.
Owner to provide boundary survey and at least 2 benchmarks for site control.
Certified as-builts included for this Contractor's scope of work only.
Relocations, removals and bracing of any existing power poles and equipment are excluded. Removal of any existing electric services are excluded.
This Proposal is subject to a mutually agreed upon Contract, Scope of Work, Construction Schedule, and Payment Schedule.
Any item not expressly included in this Proposal shall be considered excluded.
Due to unstable market conditions, especially utility material pricing, this Proposal is good for 15 days only.
This Estimate is based on Plans prepared by Hanson, Walter & Associates, Inc, Civil Plan Sheets numbered and dated as follows:  https://www.dropbox.com/sh/pyyza52gbcuvae2/AA8gzQilylVOhU3G8PAgwV9   a?dl=O

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OSCEOLA COUNTY, FLORIDA

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PREPARED FOR: HANOVER LAND COMPANY, LLC
605 Commonwealth Avenue
Orlando FL	32803

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CONTRACTOR SHALL CONTACT THE FOLLOWING
AGENCJ[S AT LEAST ◄8 HOURS PRIOR TO CQNSTRUCJIPN
OSCEOLA C0VNlY ENGINEERING	SUNSHINE STATE ONE-CALI. OF FL0RlllA
DEPARTMENT	11 Plal'llltliun Road
1 Sct-•	DeBary Flarlda3271J
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SWELL CONSTRUCTION GROUP 1726 W. BROADWAY ST OVIEDO FL 32765

Project Name: Trinity Place Date: 2.28.2022
This addendum to the contract agreement dated January 21st, 2022 Between Swell Construction Group and Hanover Tyson, LLC. Effective 2/24/2022, we will be implementing a temporary fuel increase for Trinity Place project. The fuel increase will remain separate from our usual charges and be shown as a change order to the contract monthly, from the 15th of the month through the 15th of the following month. Increases will be based on the price of fuel in our area at the time service was provided. All fuel invoices will be provided as back up for the increase. All fuel increases will be based on the price of fuel on the first week of January 2022 at a baseline rate $2.70 per gallon.

Certain subcontractors are also being affected by this fuel increase, SCG reserves the right to bill the amount of increase to help cover the new cost at the time of subcontractor's construction. Purchase Orders will be executed now at current prices. If the subcontractor's price increases when work is performed,
due to situations outside of SCG control, the difference in the price will be passed along as change order to contract. SCG will provide original quotes, revised quotes at the time of construction, and the cost difference in the form of a change order.

An16Qtlr¥

Digitally signed by Anthony Iorio DN: cn=Anthony Iorio, o=Hanover Land Company, ou=Vice

President Land Development, email=tiorio@hcpland.com, c=US

CONTRACTOR (Signature)

Iorio

tv\, \ocle,\

wren1\:'rei\den

	c.	

22.03.02 11:38:20 -05'00'

(Printed name and title)	(Printed name and title)

Initial: 			Initial:	

SWELL CONSTRUCTION GROUP INC.
1726 W BROADWAY OVIEDO, FL32762

c::.....

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·	
SWicLL

Request for Change
RFC Number: 1 Date: 03/29/2022

Customer: Andres Arvelo Hanover Capital

Project:
22004
TRINITY PLACE

!Requested Change:		Qyt		I UOM 	Unit Cost	Total	

1.00	LS	594.90	$ 594.90	

1.00	
LS	
222.60	
$ 222.60	

1.00	
LS	
89.87	
$ 89.87	

1.00	
LS	
60.08	
$ 60.08	

FUEL OVERAGES 3/3/22

FUEL OVERAGES 3/8/22

FUEL OVERAGES 3/10/22

FUEL OVERAGES 3/15/22

Comments:

	RFC Total	$  967.45 I

FUEL OVERAGES THROUGH 3/15/22. INVOICES ATTACHED FOR BACK UP.

Please respond by: 04/04/2022

Swell Construction Group

Andres Arvelo
Andres Arvelo Hanover Capital

Digitally signed by Andres Arvelo ON: cn:Andres Arvelo, o, ou, email=andresarvelo@Qmail.com, c:::US
Date: 2022.0330 11:56:34 -04'00'

SWELL CONSTRUCTION GROUP INC.
1726 W BROADWAY OVIEDO, FL32762

,-..,._

SWi:LL

c&. !;;p
CONOn'RUC'rl<OI'< ...........

Request for Change
RFC Number: 4 Date: 06/03/2022

Customer: Andres Arvelo Hanover Capital

Project:
22004
TRINITY PLACE

!Requested Change:	I	Qyt	I UOM I	Unit Cost	I	Total

Credit MH24 precast concrete	1.00	EA	13,620.00	$ -13,620.00	

Credit MH31 precast concrete	
1.00	
EA	
16,048.00	
$ -16,048.00	

Add polymer MH24	
1.00	
EA	
32,616.00	
$ 32,616.00	

Add polymer MH31	
1.00	
EA	
34,097.00	
$ 34,097.00	

Comments:

	RFC Total	$ 37,o4s.oo I

Santitary MH 24 and 31 change from precast concrete to polymer due to 3 month lead time for the precast concrete with a delivery date of 10/5/22. We can have the polymer the first week of July with approved change order quickly.

Please respond by: 06/10/2022

Bobc,.f	
Swell Construction Group

Anthony IOr
Andres Arvelo Hanover Capital

•Q1

Digitally signed by Anthony Iorio
DN: cn=Anthony Iorio, a=Hanover Land Company, ou=Vice President Land Development, email=tiorio@hcpland.com, c=US
Date: 2022.06.03 10:42:28-04'00'

SWELL CONSTRUCTION GROUP INC.
1726 W BROADWAY OVIEDO, FL32762

,--...,,_,_
-	

SWicLL

'-.J
C0NBTAUCTION GA0UP

Request for Change
RFC Number: 5 Date: 06/06/2022

Customer: Andres Arvelo Hanover Capital

Project:
22004
TRINITY PLACE

!Requested Change:	Qyt	I UOM	Unit Cost	Total

Additional Muck Removal	15000.00

Additional Muck Cap	40300.00

CY	4.09	$ 61,350.00

SF	0.50	$ 20,150.00

Comments:

	RFC Total	$ s1,soo.oo I

Additional muck removal, contract 28550 cy., Pond A slope 23160 cy., Pond A bottom with cap 13777 cy., Pond 8 19550 cy., total muck removal 56487 cy total muck excavation over contract 27937 cy..

Please respond by: 06/13/2022

Bob Craft
Swell Construction Group

Andres Arvelo Hanover Capital

SWELL CONSTRUCTION GROUP INC.
1726 W BROADWAY
OVIEDO, FL 32762

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SWicLL

CDNlilTRUC"nON GQC\.JP

Request for Change
RFC Number: 6 Date: 06/13/2022

Customer: Andres Arvelo Hanover Capital

Project:
22004
TRINITY PLACE

/Requested Change:	Qyt	I UOM	Unit Cost	Total	

3 yard excavator	
15.00	
HRS	
135.00	
$ 2,025.00	

D6 dozer	
30.00	
HRS	
130.00	
$ 3,900.00	

Labor	
40.00	
HRS	
33.00	
$ 1,320.00	

57 stone	
37.00	
CY	
59.67	
$ 2,207.79	

Drawn down Pond A after pem,it rec. to complete mock cap	
4.00	
WKLY	
3,000.00	
$ 12,000.00	

Comments:
Added dewatering due to permiting

Please respond by: 06/20/2022

Bob Craft
Swell Construction Group

	RFC Total	$ 21,452.79 I

Arfiii-esArvelo Hanover Capital

SWELL CONSTRUCTION GROUP INC.
1726 W BROADWAY
OVIEDO, FL 32762

SCi 

SWELL

t>	
CONl!l'TllUCTIONGROUP

Request for Change
RFC Number: 9 Date: 07/13/2022

Customer: Tony Iorio Hanover Capital

Project:
22004
TRINITY PLACE

!Requested Change:	I	Qyt	I UOM I	Unit Cost	I	Total
Mobilization	1.00	LS	5,000.00	S -5,000.00	

Construction Layout	
1.00	
LS	
4,500.00	
$ -4.500.00	

Certified As-builts	
1.00	
LS	
4,000.00	
$ -4,000.00	

Geotechnical Testing	
1.00	
LS	
6,156.89	
$ -6,156.89	

Erosion Control Maintanence	
1.00	
LS	
1,500.00	
$ -1.500.00	

SWPPP	
1.00	
LS	
2,000.00	
$ -2,000.00	

Silt Fence	
8400.00	
LF	
1.33	
$ -11,172.00	

Clearing & Grubbing	
1.00	
LS	
4,200.00	
$ -4,200.00	

10" HOPE Sanitary 18-20	
69.00	
LF	
118.00	
$ -8,142.00	

Sanitary Polymer Manhole 20-22 (30)	
1.00	
EA	
34,138.00	
$ -34,138.00	

Lift Station	
1.00	
EA	
980,422.50	
$ -980,422.50	

811 Force Main	
4127.00	
LF	
42.16	
$ -173,994.32	

6" Force Main	
12.00	
LF	
35.18	
$ -422.16	

8" Plug Valve	
8.00	
EA	
1,818.00	
$ -14,544.00	

Connect to Existing Force Main	
1.00	
EA	
837.35	
$ -837.35	

Force Main Fittings/ Testing	
1.00	
LS	
28,000.00	
$ -28,000.00	

12" PVC Water Line	1140.00	LF	80.64	$ -91,929.60	

16" PVC Water Line	
2959.00	LF	
129.24	
$ -382,421.16	

8" PVC Water Line	
65.00	LF	
42.16	
$ -2,740.40	

12" Gate Valve	
5.00	
EA	
3,598.00	
$ -17,990.00	

16" Gate Valve	
6.00	
EA	
9,493.00	
$ -56,958.00	

8" Gate Valve	
1.00	
EA	
2,035.00	
$ -2,035.00	

2"Blow Off	
1.00	
EA	
1,624.00	
$ -1,624.00	

Temporary Jumper	
1.00	
EA	
1,393.00	
$ -1,393.00	

Water Fittings /Testing	
1.00	LS	
51,076.00	
$ -51,076.00	

Connect to Existing Water Line	
1.00	
EA	
837.75	
$ -837.75	

12" PVC Reclaim Line	
4188.00	LF	
80.64	
$ -337,720.32	

6" PVC Reclaim Line	
60.00	LF	
29.25	
$ -1,755.00	

12" Gate Valve	
8.00	
EA	
3,659.00	
$ -29,272.00	

6" Gate Valve	
1.00	
EA	
1,526.00	
$ -1,526.00	

2" Blow Off	
1.00	
EA	
1,624.00	
$ -1,624.00	

Reclaim Fittings / Testing	
1.00	LS	
24,108.00	
$ -24,108.00	

Connect to Existing Reclaim Line	
1.00	
EA	
838.00	
$ -838.00	

Utility Easement Stabilized Path	
5590.00	SY	
5.33	
$ -29,794.70	

UtHlty Easement ROW Grading	
18107.00	SY	
0.65	
$ -11,769.55	

Utility Easement SOD	
12503.00	SY	
2.81	
$ -35,133.43	

 		

Comments:

---RFC Total		

$·2,36j ,SJS.13]

Proposal includes contract deductions for recontracting with alternate entity. All work not explicitly stated is considered excluded.

y:	2
/11r/-
opik
II ci'nstruction Group Inc.

SWELL CONSTRUCTION GROUP INC.	Request for Change

1726 W BROADWAY
OVIEDO, FL 32762

RFC Number: 10 Date: 07/14/2022

Customer:	Project:
Andres Arvelo	22004
Hanover Capital	TRINITY PLACE

Requested Change:	Qyt	UOM	Unit Cost	Total	

FUEL OVERAGES 6/15	1.00	LS	2,235.63	$ 2,235.63	

FUEL OVERAGES 6/17	
1.00	
LS	
1,703.74	
$ 1,703.74	

FUEL OVERAGES 6/20	
1.00	
LS	
1,688.88	
$ 1,688.88	

FUEL OVERAGES 6/21	
1.00	
LS	
954.26	
$ 954.26	

FUEL OVERAGES 6/22	
1.00	
LS	
571.78	
$ 571.78	

FUEL OVERAGES 6/24	
1.00	
LS	
1,992.99	
$ 1,992.99	

FUEL OVERAGES 6/28	
1.00	
LS	
1,912.31	
$ 1,912.31	

FUEL OVERAGES 7/1	
1.00	
LS	
3,305.84	
$ 3,305.84	

FUEL OVERAGES 7/5	
1.00	
LS	
1,567.14	
$ 1,567.14	

FUEL OVERAGES 7/7	
1.00	
LS	
560.71	
$ 560.71	

FUEL OVERAGES 7/8	
1.00	
LS	
2,254.17	
$ 2,254.17	

FUEL OVERAGES 7/11	
1.00	
LS	
1,314.10	
$ 1,314.10	

FUEL OVERAGES 7/12	
1.00	
LS	
1,331.11	
$ 1,331.11	

FUEL OVERAGES 7/13	
1.00	
LS	
1,117.11	
$ 1,117.11	

FUEL OVERAGES 7/14	
1.00	
LS	
896.05	
$ 896.05	
	RFC Total			$  23,405.82	
Comments:					

FUEL OVERAGES THROUGH 6/15-7/15

Please respond by: 07/18/2022

Bob Craft	Andres Arvelo
Swell Construction Group	Hanover Capital

SWELL CONSTRUCTION GROUP INC.	Request for Change

1726 W BROADWAY
OVIEDO, FL 32762

RFC Number: 13 Date: 08/15/2022

Customer:	Project:
Andres Arvelo	22004
Hanover Capital	TRINITY PLACE

Requested Change:	Qyt	UOM	Unit Cost	Total	

FUEL OVERAGES 7/18/22	1.00	LS	2,863.89	$ 2,863.89	

FUEL OVERAGES 7/20/22	
1.00	
LS	
2,224.27	
$ 2,224.27	

FUEL OVERAGES 7/25/22	
1.00	
LS	
1,713.55	
$ 1,713.55	

FUEL OVERAGES 7/27/22	
1.00	
LS	
2,167.93	
$ 2,167.93	

FUEL OVERAGES 7/28/22	
1.00	
LS	
1,472.51	
$ 1,472.51	

FUEL OVERAGES 7/29/22	
1.00	
LS	
1,666.33	
$ 1,666.33	

FUEL OVERAGES 8/1/22	
1.00	
LS	
996.54	
$ 996.54	

FUEL OVERAGES 8/3/22	
1.00	
LS	
1,245.64	
$ 1,245.64	

FUEL OVERAGES 8/5/22	
1.00	
LS	
1,375.12	
$ 1,375.12	

FUEL OVERAGES 8/8/22	
1.00	
LS	
907.01	
$ 907.01	

$  16,632.79

RFC Total

Comments:
FUEL OVERAGES 7/18/22 - 8/8/22

Please respond by: 08/18/2022

David A Chopik	Andres Arvelo
Swell Construction Group Inc.	Hanover Capital

SWELL CONSTRUCTION GROUP INC.
1726 W BROADWAY
OVIEDO, FL 32762

.,,,,--.....

-

'•-:.J
'C>
C
CONIITAUC'T10N GROUP

Request for Change
RFC Number: 21 Date: 10/31/2022

Customer: Andres Arvelo Hanover Capital

Project:
22004
TRINITY PLACE

!Requested Change:	Qyt	I UOM	Unit Cost	
Total	

FUEL OVERAGES 9/21/22	
1.00	
LS	
1,149.75	
$ 1,149.75	

FUEL OVERAGES 9/23/22	
1.00	
LS	
795.94	
$ 795.94/	

FUEL OVERAGES 9/30/22	
1.00	
LS	
327.61	
$ 327.61	

FUEL OVERAGES 10/4/22	
1.00	
LS	
742.24	
$ 742.24	

FUEL OVERAGES 10/6/22	
1.00	
LS	
638.58	
$ 638.58 (	

FUEL OVERAGES 10/10/22	
1.00	
LS	
605.50	
$ 605.50	

FUEL OVERAGES 10/13/22	
1.00	
LS	
1,763.35	
$ 1,763.35	

FUEL OVERAGES 10/17/22	
1.00	
LS	
1,344.31	
$ 1,344.31	

I

J

FUEL OVERAGES 10/20/22	1.00		LS	

FUEL OVERAGES 10/24/22	
1.00		
LS	

FUEL OVERAGES 10/27/22	
1.00		
LS	

1,296.65	
$ 1,296.65	j	

622.68	
$ 622.68		

1,806.06	
$ 1,806.06	J	

Comments:
FUEL OVERAGES

Please respond by: 11/03/2022

David A Chopik
Swell Construction Group Inc.

	RFC Total	$ 11,092.67 [

aft
Hanover Capital

SWELL CONSTRUCTION GROUP INC.
1726 W BROADWAY
OVIEDO, FL 32765

'·-b

cL

'C7 
CON8TR"'1C"'TION QADUP

Request for Change
RFC Number: 23 Date: 02/06/2023

Customer: Andres Arvelo Hanover Capital

Project:
22004
TRINITY PLACE

!Requested Change:	Qyt	I UOM	Unit Cost	Total	
FUEL INCREASES 12/1	1.00	LS	709.94	$ 709.94	

FUEL INCREASES 12/5	
1.00	
LS	
383.53	
$ 383.53	

FUEL INCREASES 12/8	
1.00	
LS	
461.01	
$ 461.01	

FUEL INCREASES 12/12	
1.00	
LS	
299.50	
$ 299.50	

FUEL INCREASES 12/15	
1.00	
LS	
667.33	
$ 667.33	

FUEL INCREASES 12/19	
1.00	
LS	
172.92	
$ 172.92	

FUEL INCREASES 12/22	
1.00	
LS	
480.08	
$ 480.08	

FUEL INCREASES 1/5	
1.00	
LS	
597.00	
$ 597.00	

FUEL INCREASES 1/9	
1.00	
LS	
538.00	
$ 538.00	

FUEL INCREASES 1/12	
1.00	
LS	
1,019.18	
$ 1,019.18	

FUEL INCREASES 1/16	
1.00	
LS	
833.84	
$ 833.84	

FUEL INCREASES 1/19	
1.00	
LS	
1,318.78	
$ 1,318.78	

FUEL INCREASES 1/23	
1.00	
LS	
699.02	
$ 699.02	

FUEL INCREASES 1/25	
1.00	
LS	
654.22	
$ 654.22	

FUEL INCREASES 1/30	
1.00	
LS	
1,319.69	
$ 1,319.69	

Comments:

	RFC Total	$  10,154.04 I

FUEL INCREASES

Please respond by: 02/10/2023

David A Chopik
Swell Construction Group Inc.

Andres Arvelo Hanover Capital

SWELL CONSTRUCTION GROUP INC.	Request for Change

1726 W BROADWAY
OVIEDO, FL 32765

RFC Number: 25 Date: 02/23/2023

Customer:	Project:
Andres Arvelo	22004
Hanover Capital	TRINITY PLACE

Requested Change:	Qyt	UOM	Unit Cost	Total	

ADDED 2" SERVICE (ADJACENT LAKE LIZZIE ENTRANCE)	1.00	EA	3,540.00	$ 3,540.00

$  3540.00

RFC Total

Comments:
RFC INCLUDES LABOR, EQUIPMENT AND MATERIAL TO INSTALL 2" SERVICE NEAR THE LAKE LIZZIE ENTRANCE. ALL WORK NOT EXPLICITLY STATED IS CONSIDERED EXCLUDED.

Please respond by: 03/02/2023

David A Chopik	Andres Arvelo
Swell Construction Group Inc.	Hanover Capital

SWELL CONSTRUCTION GROUP INC.
1726 W BROADWAY
OVIEDO, FL 32765

,-......
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cLL

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CONIITRUCT10N QADUP

Request for Change
RFCNumber: 26 Date: 02/24/2023

Customer: Andres Arvelo Hanover Capital

Project:
22004
TRINITY PLACE

jRequested Change:	Qyt	I UOM	Unit Cost	Total	
Construction Layout	0.00	LS	500.00	$ 0.00	

As Builts	
0.00	
LS	
350.00	
$ 0.00	

Storm Manhole 10-12 (S-93A)	
1.00	
EA	
6,813.00	
$ 6,813.00	

30" RCP 10-12	
9.00	
LF	
86.79	
$ 781.11	

Bypass Road Installation - Labor & Equipment	
15.00	
HRS	
155.00	
$ 2,325.00	

Material Cost (Stabilizer)	
1.00	
LS	
8,950.00	
$ 8,950.00	

Additional Pump and Wellpoints (15 DY)	
1.00	
EA	
11,371.30	
$ 11,371.30	

Comments:

	RFC Total	$ 30,240.411

PROPOSAL INCLUDES LABOR, EQUIPMENT AND MATERIAL TO INSTALL STORM MH BYPASS ROAD DUE TO EXISTING UTILITY CONFLICTS. PROPOSAL INCLUDES ADDITIONAL WELLPOINT INSTALLATION AND PUMP TIME. ALL WORK NOT EXPLICITLY STATED IS CONSIDERED EXCLUDED

Please respond by: 03/03/2023

Jacob Wren
Swell Construction Group Inc.

SWELL CONSTRUCTION GROUP INC.
1726 W BROADWAY
OVIEDO, FL 32765

'-'-b 

c L

'--7

CONGTRUCTIONG CUP

Request for Change
RFC Number: 27 Date: 03/03/2023

Customer: Andres Arvelo Hanover Capital

Project:
22004
TRINITY PLACE

[Requested Change:	Qyt	I UOM	Unit Cost	Total		
Storm Plan Discrepancies	0.00		0.00	$ 0.00		

Manhole 0-8	
1.00	
LS	
2,889.90	
$ 2,889.90		

D Box0-6	
3.00	
EA	
1,284.58	
$ 3,853.75		

Recreation Area	
0.00		
0.00	
$ 0.00		

Additional Side Walk	
5335.00	
SF	
5.75	
$ 30,676.25		

Southwest Corrigated Storm Tie-In	
0.00		
0.00	
$ 0.00		

18" ADS HD	
122.00	
LF	
51.64	
$ 6,300.08		

18' Yard Drain	
1.00	
EA	
2,857.62	
$ 2,857.62		

Connect to existing	
2.00	
EA	
1,600.00	
$ 3,200.00		

Comments:

	RFC Total	s 49,111.so I

Proposal includes Labor, Material and Equipment to install MH 10 and alley way D boxes at new elevation provided by EOR due to plan discrepancies . Recreation Area additional sidewalk includes survey grading and installation of sidewalk. Location requires added funds to transport concrete to pour and restore area. Storm work includes connect to corrugated with Marmac coupler to MH-17 with cut in of box, testing is excluded. All work not explicitly stated is excluded.

Please respond by: 03/17/2023

Jacob Wren
Swell Construction Group Inc.

AndresArvefo
Hanover Capital

SWELL CONSTRUCTION GROUP INC.
1726 W BROADWAY OVIEDO, FL32765

....

CONR'Ts:IUCTtON Ql:IICM,,,lp

Request for Change

SWicLL

RFC Number: 31 Date: 04/18/2023

Customer: Andres Arvelo Hanover Capital

Project:
22004
TRINITY PLACE

!Requested Change:	Qty	I UOM	Unit Cost	Total		

Onsite Paving	
0.00		
0.00	
$ 0.00		

1.5" Asphalt Increase	
20733.00	
SY	
2.65	
$ 54,942.45		

2" Asphalt Increase	
2927.00	
SY	
1.85	
$ 5,414.95		

Lake Lizzie Drive	
0.00		
0.00	
$ 0.00		

1.5" Asphalt Increase	
2549.00	
SY	
0.39	
$ 994.11		

Comments:

	RFC Total	$  s1,3s1.s1 I

Proposal includes added contract funds to capture asphalt material Increase for Trinity Place Ph.1, and Lake Lizzie Dr. from bid to current. All work not explicitly stated is excluded .

Please respond by: 04/28/2023
Digitally signed by Jacob Wren
DN: cn=Jacob Wren, o=Swell Construction, ou=Project Coordinator, email=Jacob@swellconstruction.com, c=US
Date: 2023.04.28 13:28:13 -04'00'

Jacob Wren
Swell Construction Group Inc.

Andres Arvelo Hanover Capital

Andres Arvelo

From:
Sent:
To:
Cc:
Subject: Attachments:

Jacob Wren <jacob@swellconstruction.com> Friday, April 28, 2023 1:32 PM
Andres Arvelo
David Chopik; Travis Wren Trinity Place RFC 31 22004
RFC #31 Updated Asphalt Increase Signed.pdf

Afternoon Andres

Attached is the updated version of RFC 31, Per conversation wanted to have full change order for On site and Lake Lizzie Dr. for Asphalt Increases from bid to current. Per our conversation we will hold off site credits for Pine Grove Rd. until asphalt has been installed in Pine Grove Road. Intent for Pine Grove Rd. would be to maintain existing contract rates, as they are today, for paving operation. If there is a design change or a material increase prior to asphalt operation than we will apply these credits to the change. Current credit amount is approximately 40k but will ultimately depend on material price of time of operation and overruns encountered do to asphalt build up prior to any refund.

Please review the attached and let me know if you have any questions moving forward. Thank you.

Jacob Wren
Project Coordinator
Swell Construction Group
,,,,-...,
w -...
1726 West Broadway Street Oviedo, FL. 32765 Phone(407}971-0434 Fax(407)971-0433
Mobile {407)-461-4244

1

WARRANTY AND RELEASE OF RESTRICTIONS ON THE LAKE LIZZIE COMMUNITY DEVELOPMENT DISTRICT'S RIGHT TO USE AND RELY UPON DRAWINGS, PLANS, SPECIFICATIONS AND RELATED DOCUMENTS CREATED OR UNDERTAKEN IN CONNECTION WITH THE CONSTRUCTION OF CERTAIN INFRASTRUCTURE IMPROVEMENTS

THIS WARRANTY AND RELEASE is made the 1st day of August, 2023, by Hanson, Water & Associates, Inc., whose address is 8 Broadway, Suite 104, Kissimmee, Florida 34741 ("Professional"), in favor of the Lake Lizzie Community Development District ("District"), which is a local unit of special-purpose government situated in the Osceola County, Florida, and having offices located at 219 E. Livingston Street, Orlando, Florida 32801.

SECTION 1.  DESCRIPTION OF SCOPE OF SERVICES. Professional has provided work product in connection with the construction/installation of certain infrastructure improvements for Hanover Land Company, LLC, as Manager of Hanover Tyson, LLC, a landowner and developer within the District ("Developer"). An outline of the scope of services provided by Professional is attached as Exhibit A ("Work Product").

SECTION 2. USE OF WORK PRODUCT. Professional acknowledges that the Landowner may in the future convey the Work Product to the District and for that purpose has requested Professional to confirm the release of all restrictions on the District's right to use and rely upon the Work Product.

SECTION 3.  WARRANTY. Professional hereby expressly guarantees that the Work Product identified in Exhibit A is fit for any and all purposes, including the purposes for which it is intended. This expressed warranty shall not serve to eliminate any responsibility of Professional for the Work Product under Florida Statutes or case law, or to exclude any implied warranties and responsibilities.

SECTION 4.  RELEASES. Premised upon the District's agreement to make no revisions or modifications to the Work Product without prior written permission of Professional, Professional confirms the release of all restrictions upon the District's right to use and rely upon the Work Product for any and all purposes, including the purposes for which it is intended. Professional hereby affirmatively agrees that the Work identified in Exhibit A is free of all claims, security agreement, encumbrances or liens.

SECTION 5. CERTIFICATE OF PAYMENT. Professional hereby acknowledges that it has been fully compensated for its services and work related to completion of the Work Product. Professional further certifies that no outstanding requests for payment exist related to the Work Product identified in Exhibit A and that there is no disagreement as to the appropriateness of payment made for the Work Product. This document shall constitute a final waiver and release of lien for any payments due to Professional by Landowner and/or the District for the Work Product identified in Exhibit A.

SECTION 6.	EFFECTIVE DATE. This Warranty and Release shall take effect upon execution.

WITNESSES	SOCIATES, INC.

ex.lA J .QA.A.

f(\g,\.\	A· W\ \\u,Y"\
[print name]

By: _ 	.,,,,.-=n;C	­
Name: Shawn Hindle P.E. Its:	President

Dv<:..,,e	fu r
[print name]

EXHIBIT A

Engineering by Hanson: The work product associated with this Release & Warranty include due diligence review and report, site plans, construction and development drawings, plans and specifications, zoning approvals, entitlements, permits, drainage rights, and similar or equivalent private and governmental documents associated with development of master public improvement project known as Trinity Place Phase 1, as more particularly described in that Letter of Agreement dated August 31, 2020, by and between Hanson, Walter & Associates, Inc. and Hanover Land Company, LLC as Manager of Hanover Tyson, LLC.

Contractor's Final Waiver and Release of Lien KNOW ALL MEN BY THESE PRESENTS:
That the contractor described in Exhibit A attached hereto (the "Contractor"), for and in consideration of the payment of the sum shown on Exhibit A. and other good and valuable consideration paid by Hanover Tyson, LLC (the "Owner''), or paid at the direction and on behalf of Owner, the receipt of
which is hereby acknowledged, hereby forever releases, waives and quit claims to the said Owner, and its successors and assigns, including, but not limited to, Lake Lizzie Community Development District (the "COD"), all liens, lien rights, claims or demands of any kind whatsoever, which Contractor now has or might have against Owner, the CDD, or their successors or assigns, or the improvements more particularly described on Exhibit A (the "Improvements") on account of construction or installation of any of said Improvements on the real property described in Exhibit A (the "Property").

That the undersigned has the right and authority to execute this Partial Waiver and Release of Lien on behalf of the Contractor. That this is a waiver of all lien rights and other claims which Contractor has against the Improvements, the Property, the Owner and the CDD, and their successors and assigns, for all services performed with respect to the Improvements and Property, including, without limitation, extra work, delay claims, acceleration claims and change orders, and contractual claims for additional compensation which might be due for any labor, materials or equipment, and a representation that all subcontractors, suppliers, materialmen, equipment lessors and laborers of Contractor, who have furnished services for the Contractor with respect to the Improvements and/or the Property, have been paid in full for such services.

In consideration of the receipt of payment in the amount stated in Exhibit A, Contractor hereby swears that all Improvements on the Property have been completed and are in accordance with the contract between Contractor and Owner with respect thereto, and that all subcontractors, suppliers, materialmen, equipment lessors and laborers under Contractor have been paid in full for all labor, services, material and equipment provided with respect to the Improvements and the Property.

THE UNDERSIGNED ACKNOWLEDGES THAT, UNDER FLORIDA STATUTES, OWNER, THE COD, AND THEIR SUCCESSORS AND ASSIGNS, AND OTHER PARTIES, HAVE THE RIGHT TO RELY UPON THIS WAIVER AND RELEASE AND THAT MAKING ANY FALSE STATEMENTS SHALL CONSTITUTE PERJURY, AND PUNISHMENT CAN BE MADE IN ACCORDANCE WITH THE LAWS OF THE STATE OF FLORIDA.

[SIGNATURE PAGE TO FOLLOW]

IN WITNESS THEREOF, I have hereunto set my hand and seal this	day of Au9u.:s:t,2023.

WITNESSES:

Signed, sealed and delivered

CONTRACTOR:

SWELL CONSTRUCTION GROUP INC.

',fl.<••7 >J·1--,L  rv_,,,..(

Title: fresident

ame: Michael C. Wren

STATE OF FLORIDA

COUNTY OF .$eW)tA.SD fe,

) ss:
)

e.

The foregoing instrument was acknowledged before me S by means of physical presence or □ onlin n tarization t is	day of	/}	 Ji;	:- 2023, by means ofphysical presen;:e or □ .o.riJ '? notanzat1on, by )}1,c,hae.[	Wc-etJa	J'"-CS aecl of0rne[/	J)SJ:OJl.f/o,Jb ne is
personally known to me.

NOTARY STAMP OR SEAL:

-

)J.
TARY PUBLIC, STATE OF FL RI A

My Commission Expires: S 'S d 

Exhibit A

Descriptions of Contractor, Amount Paid and Improvements

Contractor:	SWELL CONSTRUCTION GROUP INC.

Amount Paid to Contractor·
Improvement	Acquisition Cost*	
Stormwater, Potable Water, Reclaimed Water, and
Sanitary Sewer, Lift Station, Roadway Improvements	$8,523,486.10	
*paid-to-date amounts shown based on District-eligible line-item costs as certified by the District Engineer

Description of Improvements and Property:

District-eligible improvements within that Standard Form of Agreement Between Owner and Contractor, by and between Hanover Tyson, LLC and Swell Construction Group, dated January 21, 2022, as amended and supplemented by Change Orders 1 through 25, as more particularly described as follows:

Phase 1 Stormwater: All ponds/stormwater management facilities together with master drainage pipes, structures, inlets, manholes, mitered end sections, headwalls, water control structures, catch-basins, publicly-owned pipes providing drainage, curb and gutter providing drainage for streets and right-of-ways, dry stormwater retention basins, if any, and related stormwater facilities in and for the development Trinity Place Phase 1, all located on portions of the real property described in the following legal description:

TRACTS E, F, G AND N AS SHOWN ON THE PLAT KNOWN AS TRINITY PLACE PHASE 1, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 33, PAGES 175 THROUGH 181, INCLUSIVE.

ALSO INCLUDING

Phase 1 Roadway Improvements: Roadway improvements including paving, curb, gutter, storm piping, and sidewalks constructed in and for the development of Trinity Place Phase 1, located in public right-of­ ways known as Crooked Creek Street, Sophieann Street, Iorio Street, Ali Grace Drive, Vision Road, Education Street and Success Way as described in the following legal description:

ALL STREETS AS SHOWN ON THE PLAT KNOWN AS TRINITY PLACE PHASE 1, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 33, PAGES 175 THROUGH 181, INCLUSIVE.

Phase 1 Water Utilities: All water, reclaimed water, wastewater facilities from the points of delivery or connection, including the potable water system, fire protection lines and hydrants, wastewater manholes, sewer lines, publicly owned reclaimed water mains and lines, and publicly owned pipes, in and for the development of Trinity Place Phase 1, located in the utility easements and public right-of-ways known as Crooked Creek Street, Sophieann Street, Iorio Street, Ali Grace Drive, Vision Road, Education Street and Success Way as described in the following legal description:

ALL STREETS, AND THAT CERTAIN 10' DRAINAGE AND UTILITY EASEMENT (ABBREVIATED "D.U.E.") ADJACENT TO RIGHT-OF-WAYS AS SHOWN ON THE PLAT KNOWN AS TRINITY PLACE PHASE 1, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 33, PAGES 175 THROUGH 181, INCLUSIVE.

4857-5609-9692.1

ALSO INCLUDING

Lift Station and improvements: Lift station improvements including pipes, lines, gate valves, valve boxes, fittings, thrust blocks, hydrants, pump, and related equipment comprising the lift station constructed in and for neighboring development and development of Trinity Place Phase 1, located in the neighboring property owned by American Homes 4 Rent or its affiliated entity as described in the following legal description:

LEGAL DESCRIPTION:
A parcel of land being o portion of Section J, Township 26 So1-1th, Range .31 Eost, Osceola County, Florido, being more porticulorly described c:s follows:
Commence at the Northwe$t corner of Lot 8, PINE GROVE ESTATES UNIT ONE, occording i:o the plc1t thereof, os recorded in Plot Book 7, Page 91 of the Public Records of Osceola County, Florida; thence se9•44'26"W, o distance of .342.16 feet;
thence N00"05'28"W, a distance of 24.48 feet to the Point of Beglnnlng: thence
continue N00'05'28'W, a distance of 62.00 feet; thence S89'54'32'W, c:i distance of
105.00 feet; thence S00-05'2B"E, a distance of 62.00 feet; thence N89'44'32"E, a distance of 105.00 feet to the f'Joint of Beginning.
Containing 6,510 square feet or 0.15 acres, more or less,

.=...

IOAl'EWfUfltT	J./27/2023	HE'ii-
,· = 50'	ONIEi 4,lll,111113
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18-21128

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SHEET 1 OF 2

AllllEirB) rr A11--1 OEVELOPiEfl'. LLC

SURVEYOR'S NOTES;
1,) BE NGSA1 1ff01111 HEJ!Ea-1	IAB	ON lHE FUIIIIOA Sl'AlE Pl.olNE COOlltlMAlE Sffl'EII, EAST ZOii[, (lu,O 19t0 Vil) AS
0[1Ellt,llt@ f1'Clil Cl.01"'- l'OS1110NNC $l$1EII (GPS
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J-) NO OllllNERS 't\Ellf SET ..S Jo PMIT ,c)f lHIS S ET'Ctl

SKETCH OF DESCR/PllON
SEE SHEET 2 OF 2 FOR SKETCH

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RICHAAD D. BROWN, P.S.1,4. ,115700	(DA1E)
l£aT 'lN.J) W'ffl!IJTll.lmll !Lll S $CAL

4857-5609-9692.I

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SKETCH OF DESCRIPTION
SEE SHEET t OF 2 FQR LEGAL DESCRIPTION

SCALE! 1• = 50'

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UNPLATIED LANDS

POINT OF
BEGINNING

NOO'OS'U"W
124.48'	---A-	--
---	---	 9•44'2il"W J42.t6'-  V	POINT OF
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SHEET 2 OF 2

ALL AS MORE PARTICULARLY DESCRIBED IN PAY APPLICATION NO. 16 FOR WORK DATED UP TO JUNE 20, 2023, ATTACHED HERETO

4857-5609-9692. l

Contractor's Final Waiver and Release of Lien (Upon Final Payment)

KNOW ALL MEN BY THESE PRESENTS:

That the contractor described in Exhibit A attached hereto (the "Contractor"), for and in consideration of the payment of the sum shown on Exhibit A, and other good and valuable consideration paid by Hanover Tyson, LLC (the "Owner"), or paid at the direction and on behalf of Owner, the receipt of which is hereby acknowledged, hereby forever releases, waives and quit claims to the said Owner, and its successors and assigns, including, but not limited to, Lake Lizzie Community Development District (the "CDD"), all liens, lien rights, claims or demands of any kind whatsoever, which Contractor now has or might have against Owner, the COD, or their successors or assigns, or the improvements more particularly described on Exhibit A (the "Improvements") on account of construction or installation of any of said Improvements on the real property described in Exhibit A (the "Property").

That the undersigned has the right and authority to execute this Final Waiver and Release of Lien on behalf of the Contractor. That this is a waiver of all lien rights and other claims which Contractor has against the Improvements, the Property, the Owner and the CDD, and their successors and assigns, for all services performed with respect to the Improvements and Property, including, without limitation, extra work, delay claims, acceleration claims and change orders, and contractual claims for additional compensation which might be due for any labor, materials or equipment, and a representation that all subcontractors, suppliers, materialmen, equipment lessors and laborers of Contractor, who have furnished services for the Contractor with respect to the Improvements and/or the Property, have been paid in full for such services.

In consideration of the receipt of final payment in the amount stated in Exhibit A, Contractor hereby swears that all Improvements on the Property have been completed and are in accordance with the contract between Contractor and Owner with respect thereto, and that all subcontractors, suppliers, materialmen, equipment lessors and laborers under Contractor have been paid in full for all labor, services, material and equipment provided with respect to the Improvements and the Property.

THE UNDERSIGNED ACKNOWLEDGES THAT, UNDER FLORIDA STATUTES, OWNER, THE CDD, AND THEIR SUCCESSORS AND ASSIGNS, AND OTHER PARTIES, HAVE THE RIGHT TO RELY UPON THIS WAIVER AND RELEASE AND THAT MAKING ANY FALSE STATEMENTS SHALL CONSTITUTE PERJURY, AND PUNISHMENT CAN BE MADE IN ACCORDANCE WITH THE LAWS OF THE STATE OF FLORIDA.

[SIGNATURE PAGE TO FOLLOW]

4889-1382-0524.I

IN WITNESS THEREOF, I have hereunto set my hand and seal this J.-fday of A ft,d,2023.

CONTRACTOR:

BRUCE MAYBERRY, D/8/A KISSIMMEE CONSTRUCTION
MANAGEMENT

STATE OF FLORIDA
P\	)ss:
COUNTY OF  Ul4Yl.j.....e_  )
The foregoing instrument was acknowl ged before me ans opfhysical presence or □ online notarization this	•u, 2023, by means of 01)hysical P,resence . online notarization, by 'R-.,,_u		Ow>tt	of  r-Y.5,/.e.li#--e...   , -n - He he is

_p:e_rs-o-n-a:ll-y-k-n-o-w;n to me.

NOTARY STAMP OR SEAL:

4889-1382-0524.l

Exhibit A

Descriptions of Contractor, Amount Paid and Improvements

Contractor:	BRUCE MAYBERRY, D/B/A KISSIMMEE CONSTRUCTION MANAGEMENT

Amount Paid to Contractor: LAKE LIZZIE CDD

$471,530 FOR PHASE 1 OF TRINITY PLACE - PHASE 1 WORK WITHIN

Description of Improvements and Property:  Phase 1 Electrical Utilities: All electrical conduit from the points of delivery or connection, including the road crossings for undergrounded electrical service and lighting conduit in and for the development of Trinity Place Phase 1, located in the utility easements and public right-of-ways known as Crooked Creek Street, Sophieann Street, Iorio Street, Ali Grace Drive, Vision Road, Education Street and Success Way as described in the following legal description:

ALL STREETS, AND THAT CERTAIN 10' DRAINAGE AND UTILITY EASEMENT (ABBREVIATED "D.U.E.") ADJACENT TO RIGHT-OF-WAYS AS SHOWN ON THE PLAT KNOWN AS TRINITY PLACE PHASE 1, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 33, PAGES 175 THROUGH 181, INCLUSIVE.

4889-1382-0524.I

WARRANTY AND RELEASE OF RESTRICTIONS ON THE LAKE LIZZIE COMMUNITY DEVELOPMENT DISTRICT'S RIGHT TO USE AND RELY UPON DRAWINGS, PLANS, SPECIFICATIONS AND RELATED DOCUMENTS CREATED OR UNDERTAKEN IN CONNECTION WITH THE CONSTRUCTION OF CERTAIN INFRASTRUCTURE IMPROVEMENTS
THIS WARRANTY AND RELEASE is made the ...2,_ day of A,zsi: , 2023, by SWELL CONSTRUCTION GROUP INC., whose address is 1726 W. Broaay Street, Oviedo, Florida 32765
("Professional"), in favor of the Lake Lizzie Community Development District ("District"), which is a local unit of special-purpose government situated in Osceola County, Florida, and having offices located at 219 East Livingston Street, Orlando, Florida 32801.

SECTION 1. DESCRIPTION OF SCOPE OF SERVICES. Professional has provided work product in connection with the construction/installation of certain infrastructure improvements for Hanover Tyson, LLC, a landowner within the District ("Landowner"). An outline of the scope of services provided by Professional is attached as Exhibit A ("Work Product").

SECTION 2. USE OF WORK PRODUCT. Professional acknowledges that the Landowner may in the future convey the Work Product to the District and for that purpose has requested Professional to confirm the release of all restrictions on the District's right to use and rely upon the Work Product.

SECTION 3. WARRANTY. Professional hereby expressly guarantees that the Work Product identified in Exhibit A is fit for purposes for which it is intended. This expressed warranty shall not serve to eliminate any responsibility of Professional for the Work Product under Florida Statutes or case law, or to exclude any implied warranties and responsibilities.

SECTION 4.  RELEASES. Premised upon the District's agreement to make no revisions or modifications to the Work Product without prior written permission of Professional, Professional confirms the release of all restrictions upon the District's right to use and rely upon the Work Product for any and all purposes, including the purposes for which it is intended. Professional hereby affirmatively agrees that the Work Product identified in Exhibit A is free of all claims, security agreement, encumbrances or liens.

SECTION 5. CERTIFICATE OF PAYMENT. Professional hereby acknowledges that it has been fully compensated for its services and work related to completion of the Work Product. Professional further certifies that no outstanding requests for payment exist related to the Work Product identified in Exhibit A and that there is no disagreement as to the appropriateness of payment made for the Work Product. This document shall constitute a final waiver and release of lien for any payments due to Professional by Landowner and/or the District for the Work Product identified in Exhibit A.

SECTION 6.	EFFECTIVE DATE. This Warranty and Release shall take effect upon execution.

WITNESS	SWELL CONSTRUCTION GROUP INC.

 -	
4So1,D  6--)v},iuew1
[print name]

By: ichael C. Wren Its: President

:------.::C".\--L---dV\c
[print name]

EXHIBIT A

As-builts for following improvements constructed pursuant to that Standard Form of Agreement Between Owner and Contractor, by and between Hanover Tyson, LLC and Swell Construction Group, dated January 21, 2022, as amended and supplemented by Change Orders 1 through 25:

Phase 1 Stormwater: All ponds/stormwater management facilities together with master drainage pipes, structures, inlets, manholes, mitered end sections, headwalls, water control structures, catch-basins, publicly-owned pipes providing drainage, curb and gutter providing drainage for streets and right-of-ways, dry stormwater retention basins, if any, and related stormwater facilities in and for the development Trinity Place Phase 1, all located on portions of the real property described in the following legal description:
TRACTS E, F, G AND N AS SHOWN ON THE PLAT KNOWN AS TRINITY PLACE PHASE 1, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 33, PAGES 175 THROUGH 181, INCLUSIVE.

ALSO INCLUDING

Phase 1 Roadway Improvements: Roadway improvements including paving, curb, gutter, storm piping, and sidewalks constructed in and for the development of Trinity Place Phase 1, located in public right-of­ ways known as Crooked Creek Street, Sophieann Street, Iorio Street, Ali Grace Drive, Vision Road, Education Street and Success Way as described in the following legal description:
ALL STREETS AS SHOWN ON THE PLAT KNOWN AS TRINITY PLACE PHASE 1, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 33, PAGES 175 THROUGH 181, INCLUSIVE.

Phase 1 Water Utilities: All water, reclaimed water, wastewater facilities from the points of delivery or connection, including the potable water system, fire protection lines and hydrants, wastewater manholes, sewer lines, publicly owned reclaimed water mains and lines, and publicly owned pipes, in and for the development of Trinity Place Phase 1, located in the utility easements and public right-of-ways known as Crooked Creek Street, Sophieann Street, Iorio Street, Ali Grace Drive, Vision Road, Education Street and Success Way as described in the following legal description:
ALL STREETS, AND THAT CERTAIN 10' DRAINAGE AND UTILITY EASEMENT (ABBREVIATED "D.U.E.") ADJACENT TO RIGHT-OF-WAYS AS SHOWN ON THE PLAT KNOWN AS TRINITY PLACE PHASE 1, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 33, PAGES 175 THROUGH 181, INCLUSIVE.

ALSO INCLUDING

Lift Station and improvements: Lift station improvements including pipes, lines, gate valves, valve boxes, fittings, thrust blocks, hydrants, pump, and related equipment comprising the lift station constructed in and for neighboring development and development of Trinity Place Phase 1, located in the neighboring property owned by American Homes 4 Rent or its affiliated entity as described in the following legal description:

SKETCH OF DESCRIPTION
SEE SHEET 2 OF 2 FOR SKETCH

LEGAL DESCRIPTION:

A parcel of Ion<! being o portion of Section 3, TQwnship 26 So1,1th, Range 31 Eost, Osceola CoL,Jnty, Florido, being more particularly described os follows:

Commence 1;1t the Northwest corner of Lot 8, PINE GROVE ESTATES UNIT ONE, according to the plat thereof, os recorded in Plot Book 7, Poge 91 of the Public Records of Osceola County, Florida; thence se9•44'26'W, a distance of 342.16 feet; thence N00-05'28-W, a distance of 24.48 feet to the Point of Beglnnlng: thence continue N00'05'28'W, a distance of 62.00 feet; thence SB9'S4'32'W, a distance of
105.00 feet: thence S00'05'28"E, a distance of 62.00 feet; thence N1:19·44,'J2"E, o distonce of 105.00 feet to the Point of Beginning.
Containing 6,510 square feet or 0.15 acres, more or less.

SURVEYOR'S NOJES;
1,) O[M!Na t,1 1H0lill HDl[Ctl	DASal (lN 1HE Fl.l)Rl[)A STl\lE Pt.llNE C00RIXNl\lE SYSTtll, EAST lCNE, (IIMIID. 19111> END "'
0rn:JMIO f'RCio Q.CIIAI., POSmeNNG S'IS1DI (CPS).
2.) lHS llf!,_'illllC E:Jlf60lll II	Cf' CDCIIIPT10N NIii IS NO'T l'o IICUIID YR\Ey',
J,)NO 001iiEIIS EE SET "9 J. l'Allf CF lHIS S ETCH,

AE11,G!E1,> l'Y AiolH CEYB.OPIIENT, LLC
SHEET 1 OF 2	
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kTi&l, (oVJ) .. 1-21:iv r"' (401) .,1-4140
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RICHARD D. BROWN, P.S.M. 15700	(DAlE)
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TIIP,	26	i., "l!O	31	E			
Jell NG		18-2828					

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SKETCH OF DESCRIPTION
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SHEET 2 OF 2

BILL OF SALE

KNOW ALL MEN BY THESE PRESENTS, that Hanover Tyson, LLC, a Florida limited liability company, whose address for purposes hereof is 605 Commonwealth Avenue, Orlando, Florida 32803 ("Seller"), and in consideration of the sum of Ten Dollars ($10.00) and other valuable consideration, to it paid by the Lake Lizzie Community Development District, a local unit of special-purpose government established pursuant to Chapter 190, Florida Statutes ("District") whose address is 219 East Livingston Street, Orlando, Florida 32801, the receipt whereof is hereby acknowledged, has granted, bargained, sold, transferred and delivered, and by these presents does grant, bargain, sell, transfer, and deliver unto the District, its successors and assigns, the following described property, assets and rights, to-wit:

SEE EXHIBIT A ("PROPERTY")

TO HAVE AND TO HOLD all of the foregoing unto the District, its successors and assigns, for its own use forever, free and clear and discharged of and from any and all obligations, claims or liens.
AND the Seller does hereby covenant to and with the District, its successors and assigns, that they are the lawful owners of the above-described personal property and assets; that said personal property and assets are free from all liens and encumbrances; that Seller has good right to sell said personal property and assets; that all contractors, subcontractors and material men furnishing labor or materials relative to the construction of the personal property and assets have been paid in full; and that Seller will warrant and defend the sale of its said personal property and assets hereby made, unto the District, its successors and assigns, against the lawful claims and demands of all persons whosoever.
[signature contained on following page]

ITNESS WHEREO	the Seller has caused this instrument to be executed in its name this..i_dayof	A >T 		,2023.

Signed, sealed and delivered in the presence of:

HANOVER TYSON, LLC,
a Florida limited liability company

Witnessed:

By: Hanover La limited liability

Print Title: Vic

Florida

STATE OF  [1)(/d A
COUNTY OF  C>r1at13.(.

I hereby certify that on this day, before me by means of sical presence or □ online notarization, an officer duly authorized to take acknowledgments, Stephen W. Orosz as Vice President of Hanover Land Company, LLC, a Florida limited liability company, on behalf of the
company, as Manager of Hanover Tyson, LLC, a Florida limited liability company, on behalf ofthe company, who executed the foregoing instrument, acknowledged before me that he executed the same on behalf of the foregoing entity and was identified in the manner indicated below.

Witness my hand and official seal this c7/fl/'day ofA-.--u,-+-' -- -

Dimiiim e:;.i g r:02s

.-

A	Douglas S, B_easley

Notary Public: State of ortda

My--Comm1ss10n

Personally known: 5/., c:'ro5.l	
I
Produced Identification:-------
Type of Identification:	

EXHIBIT A:	DESCRIPTION OF IMPROVEMENTS

EXHIBIT A

Acquisition Costs:

Improvement	Contract / Invoices	Total Contract Costs	Eligible Costs*	Retainage	Acquisition Cost	
Stormwater, Potable Water, Reclaimed Water, and Sanitary Sewer, Lift Station, Roadway
Improvements	Swell Construction Group	$12,269,659.38	$9,469,286.95	$945,800.85	$8,523,486.10	
Electrical Conduit	Kissimmee Construction Management (with Hanover Homes)	$471,530	$471,530	$0	$471,530.00	
	Total:	$12,741,189.38	$9,940,816.95	$945,800.85	$8,995,016.10	
*COD-eligible costs paid up to date
Note: Acquisition NTE $12,742,491.07 authorized based on total Eligible Costs (including portions of the COD-eligible contract costs not yet paid to date)

Description of Improvements to be Acquired:

Phase 1 Stormwater: All ponds/stormwater management facilities together with master drainage pipes, structures, inlets, manholes, mitered end sections, headwalls, water control structures, catch-basins, publicly-owned pipes providing drainage, curb and gutter providing drainage for streets and right-of-ways, dry stormwater retention basins, if any, and related stormwater facilities in and for the development Trinity Place Phase 1, all located on portions of the real property described in the following legal description:
TRACTS E, F, G AND N AS SHOWN ON THE PLAT KNOWN AS TRINITY PLACE PHASE 1, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 33, PAGES 175 THROUGH 181, INCLUSIVE.

ALSO INCLUDING

Phase 1 Roadway Improvements: Roadway improvements including paving, curb, gutter, storm piping, and sidewalks constructed in and for the development of Trinity Place Phase 1, located in public right-of­ ways known as Crooked Creek Street, Sophieann Street, Iorio Street, Ali Grace Drive, Vision Road, Education Street and Success Way as described in the following legal description:
ALL STREETS AS SHOWN ON THE PLAT KNOWN AS TRINITY PLACE PHASE 1, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 33, PAGES 175 THROUGH 181, INCLUSIVE.

ALSO INCLUDING

Phase 1 Water and Electrical Utilities: All water, reclaimed water, wastewater facilities and electrical conduit from the points of delivery or connection, including the potable water system, fire protection lines and hydrants, wastewater manholes, sewer lines, publicly owned reclaimed water mains and lines,

publicly owned pipes, road crossings for undergrounded electrical service and lighting conduit in and for the development ofTrinity Place Phase 1, located in the utility easements and public right-of-ways known as Crooked Creek Street, Sophieann Street, Iorio Street, Ali Grace Drive, Vision Road, Education Street and Success Way as described in the following legal description:
ALL STREETS, AND THAT CERTAIN 10' DRAINAGE AND UTILITY EASEMENT (ABBREVIATED "D.U.E.") ADJACENT TO RIGHT-OF-WAYS AS SHOWN ON THE PLAT KNOWN AS TRINITY PLACE PHASE 1, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 33, PAGES 175 THROUGH 181, INCLUSIVE.

ALSO INCLUDING

Lift Station and improvements: Lift station improvements including pipes, lines, gate valves, valve boxes, fittings, thrust blocks, hydrants, pump, and related equipment comprising the lift station constructed in and for neighboring development and development of Trinity Place Phase 1, located in the neighboring property owned by American Homes 4 Rent or its affiliated entity as described in the following legal description:

SKETCH OF DESCRIPTTON
SEE SHEET 2 OF 2 FOR SICETCH

LEGAL DESCRIPTION:

A parcel of land being a portion of Section 3. Township 26 South. Range 31 Eost, Osceola County, Florida, being more particularly described as follows:

Commence ol the Nurthwru,I comer of Lot 8, PINE GROVE ESTATES UNIT ONE. occorulng a tho plot hereof, cs,.,corded in Plot Book 7, Page 91 of t e Public flecords of Ose1.>ol0 County. Florido, l/lence S89"44'26"N, a distance of J42,16 feet; thence N00'05'28'W, a distance of 24.48 feet to the Point of Beginning; thence
cantinue NOO'OS'28'W, a distance of 62..00 feet; thence S89'54'32-W. a distance of
105.00 feet; thence S00'05'28"E, a distance of 62.00 feet; thence N89"44'J2"E, a distance of 105.00 feet to the Point of Beginning.

Containing 6,510 square feet or 0.15 acres, more or less.

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SHEET 1 OF 2	
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4
4854-24174185.3

SKETCH OF DESCRIPTION
SEE SHEET 1 OF 2 FOR LEGAL DESCRIPTION

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SHEET 2 OF 2

Description of Work Product to be Acquired:

Any and all site plans, construction and development drawings, plans and specifications, documents, surveys, engineering and soil reports and studies, licenses, permits, zoning approvals, entitlements, permits, drainage rights, bonds, and similar or equivalent private and governmental documents of every kind and character whatsoever pertaining or applicable to or in any way connected with the Series 2023 Project of the Lake Lizzie Community Development District also known as Trinity Place Phase 1, Site Development Plan permit SDP 21-0091.

5
4854-2417-4185.3

CERTIFICATE OF DISTRICT ENGINEER TO LAKE LIZZIE COMMUNITY DEVELOPMENT DISTRICT
REGARDING TRINITY PLACE - PHASE 1 IMPROVEMENTS

August 1, 2023

Board of Supervisors
Lake Lizzie Community Development District

Re:		Lake Lizzie Community Development District Trinity Place - Phase 1 Improvements

Ladies and Gentlemen:

The undersigned, a representative of Hanson, Walter & Associates, Inc. ("District Engineer''), as District Engineer for the Lake Lizzie Community Development District ("District"), hereby makes the following certifications in connection with an acquisition of certain Trinity Place - Phase 1 improvements (collectively, the "Improvements"), as described in Exhibit A attached hereto. The undersigned, an authorized representative of the District Engineer, hereby certifies that:

I have reviewed certain documentation relating to the Improvements, including but not limited to, the forms of agreement, plans, as-builts, applicable permits, and other documents. I, or my authorized agent, have conducted on-site observations of the Improvements, including but not limited to on-going observation of the construction of such improvements.

The Improvements are within the scope of the public infrastructure improvements for Phase 1 of the District's Capital Improvement Program as set forth in the Amended and Restated Master Engineer's Report dated November 2, 2022, as updated May 31, 2023 (the "Engineer's Report"), as may be amended, for the Lake Lizzie Community Development District, and specially benefits property within the District as further described in the Engineer's Report.

The Improvements have been completed in substantial compliance with the applicable permit requirements and in substantial accordance with the permitted plans and specifications, are free from obstruction, and are functional for their intended purpose.

The total Acquisition Costs associated with the Improvements are stated in EKhibitA attached here ("Acquisition Costs"). Such Acquisition Costs are equal to or less than each of the following: (i) actual costs paid or caused to be paid by or on behalf of Hanover Tyson, LLC to create and/or construct the Improvements, and (ii) the reasonable fair market value of the Improvements as installed.

Copies of plans, permits and specifications necessary for the future operation and maintenance of the Improvements are complete and on file with the District, and have been transferred, or are capable of being transferred, to the District for future operations and maintenance responsibilities.

With this document, I hereby certify that it is appropriate at this time to acquire the Improvements.

Under penalties of perjury, I declare that I have read the foregoing certificate and that the facts stated in it are true.

: ATES, • c._ 

Name: Shawn Hindle, P.E.

STATE OF FLORIDA
COUNTY OF  -co\c,.._
Sworn to (or affirmed) and subscribed before me by means of physical presence or □ online notarization, this ,  day of u.$:t , 2023, by Shawn Hindle, P.E., an authorized representative of Hanson, Walter & Associates, Inc., who (11.J is personally known to me or [] produced 	as identification.

(NOTARY SEAL)		a.,.W::<.,J,.,A"b

MELISSA A. WILKEN
MYCOMMISSION# HH348242 EXPIRES:May3,2027

Notary Public Signature

r:Y)e\i ss.o. A. w; lun  (Name typed, printed or stamped) Notary Public, State of f--lbnc\c­
Commission No. t\ \-\ 3 48c3.4d-..
My Commission Expires: S 13\ 7

Exhibit A

Description of Improvements to be Acquired:

Phase 1 Stormwater: All ponds/stormwater management facilities together with master drainage pipes, structures, inlets, manholes, mitered end sections, headwalls, water control structures, catch-basins, publicly-owned pipes providing drainage, curb and gutter providing drainage for streets and right-of-ways, dry stormwater retention basins, if any, and related stormwater facilities in and for the development Trinity Place Phase 1, all located on portions of the real property described in the following legal description:
TRACTS E, F, G AND N AS SHOWN ON THE PLAT KNOWN AS TRINITY PLACE PHASE 1, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 33, PAGES 175 THROUGH 181, INCLUSIVE.

ALSO INCLUDING

Phase 1 Roadway Improvements: Roadway improvements including paving, curb, gutter, storm piping, and sidewalks constructed in and for the development ofTrinity Place Phase 1, located in public right-of­ ways known as Crooked Creek Street, Sophieann Street, Iorio Street, Ali Grace Drive, Vision Road, Education Street and Success Way as described in the following legal description:
ALL STREETS AS SHOWN ON THE PLAT KNOWN AS TRINITY PLACE PHASE 1, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 33, PAGES 175 THROUGH 181, INCLUSIVE.

ALSO INCLUDING

Phase 1 Water and Electrical Utilities: All water, reclaimed water, wastewater facilities and electrical conduit from the points of delivery or connection, including the potable water system, fire protection lines and hydrants, wastewater manholes, sewer lines, publicly owned reclaimed water mains and lines, publicly owned pipes, road crossings for undergrounded electrical service and lighting conduit in and for the development of Trinity Place Phase 1, located in the utility easements and public right-of-ways known as Crooked Creek Street, Sophieann Street, Iorio Street, Ali Grace Drive, Vision Road, Education Street and Success Way as described in the following legal description:
ALL STREETS, AND THAT CERTAIN 10' DRAINAGE AND UTILITY EASEMENT (ABBREVIATED "D.U.E.") ADJACENT TO RIGHT-OF-WAYS AS SHOWN ON THE PLAT KNOWN AS TRINITY PLACE PHASE 1, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 33, PAGES 175 THROUGH 181, INCLUSIVE.

ALSO INCLUDING

Lift Station and improvements: Lift station improvements including pipes, lines, gate valves, valve boxes, fittings, thrust blocks, hydrants, pump, and related equipment comprising the lift station constructed in and for neighboring development and development of Trinity Place Phase 1, located in the neighboring property owned by American Homes 4 Rent or its affiliated entity as described in the following legal description:

SKETCH OF DESCR/P TION
SEE SHEET 2 OF 2 FOR SKETCH

	LEGAL OESCRIPTION;	

A porcol of lor1d b•irn, o portion o! Ssetioo 3, To,mohlp 26 S,;"ih, Ron9e 31 Eo;t, O mfiolo County, Fl.or1do, being more portloulorly deritcrihed a$ follows:

Cornrn,,nco ot th<> North·•••! ,,orner of Loi 8, PINE OROVE ESTATES UNIT ONE, aoe<,rding t(, tho plot thereof, os rec<>rdod in Plot Book 7, Pogo 91 of H•• Public Records of Otice:ola County, Florido: thence S69'44'26'W, o distooco of 342.,16 feet:
!hone• NOO'll5'28"W, o dlstot1ce <>I 24.48 foot to tho Point of BoglMlng: theit1ce
eon\inuo N00'05'2B'W, Q diotonce of 62,00 leol: \hone• S89'54'32'W, a di tanee of 105,00 feet: \hence 500'05'2.S"E, a distance of 112.00 feet: thence N89'44'32"E, a diatance of 105,00 feo\ to the Point of lleginnlog,
Containing 6,510 square fee! or 0.15 acres, more or loss,

 SIJRVEYOO'S NOlES:
1,) flEAA!N(l$ A-S 'SHl;.1¥1)1; HEf.lEctl ,tf,f llii..."'8:1 -Im lHE Fl.CfpjDA, sr..-.1E PLli.NE -CootlDIN,',lE S'roT'[i,,1, E/!ST ZONE, (IV.08J. H)[ll) ,'J).ilJSlWENH AS
O lt.al ft,IOt,r: G.J)f.l,'l. POSnlONNG $Y$IDl (Gfl'.S),
:2.} lHS Cflil\'Mtl{l IIEPPE!Elfro ;, ETCH Cf Cfffllfl'TION Al>O W NOT I, l!OOkl)jliR'f &i!R"\i::'f,
J,) NQ 0®N[II_$ 'ffilE $El .-.1: Ji !"MIT (}f lHIS:- .SKErCH,

REO!ErlTB) 9Y'! .AWH DE:\!B..OPWE:Nff, LLC
SHEET I OF 2	
.\TE ,;f ilJlfl!U	J/27/2023		RE'dm:t;:0		J	s
!100 Q-iln Prur1, Pil11iW1Y. IQ,-mrn, Fhrloti .$-t1t◄
To!JI, (WI) 11"'1-2 :l'i F>PI {'lllt) &1'4140
/L,;/?d t& --- 4-12-23	
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26	'B.,i.tll],  31	•				
Ilg,.	18-262B			AltHA O D, :BROWN, P,S.M. f5700	(DATE)
••-- HDT Vi,W, WffllJ.!r Mm:l'I i'J..RW:'!Ut'll 15.E:.8.L	

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SKETCH OF DESCRIPTION
SEE SHEET t OF .2 FOR LEOAL llESCRlf>TION

SCALE: t" = 50'

UNPLA.TIED I.ANDS

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IQ POINT OF 8E()INNINO

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8

Description of Work Product to be Acquired:

Any and all site plans, construction and development drawings, plans and specifications, documents, surveys, engineering and soil reports and studies, licenses, permits, zoning approvals, entitlements, permits, drainage rights, bonds, and similar or equivalent private and governmental documents of every kind and character whatsoever pertaining or applicable to or in any way connected with the Series 2023 Project of the Lake Lizzie Community Development District also known as Trinity Place Phase 1, Site Development Plan permit SDP 21-0091.

Acquisition Costs:

Stormwater, Potable Water, Reclaimed Water, and Sanitary Sewer, Lift Station, Roadway Improvements	

Swell Construction Group	

$12,269,659.38		
			$9,469,286.95	$945,800.85	$8,523,486.10	
Electrical Conduit	Kissimmee Construction Management (with
Hanover Homes)	$471,530	$471,530	$0	$471,530.00	
	Total:	$12,741,189.38	$9,940,816.95	$945,800.85	$8,995,016.10	
*COD-eligible costs paid up to date
Note: Acquisition NTE $12,742,491.07 authorized based on total Eligible Costs (including portions of the COD-eligible contract costs not yet paid to date)

PROPOSAL	

ProposalNo.2286	
SheetNo. 1	
Date  07/15/2022	

KISSIMMEE CONSTRUCTION MANAGEMENT
4043 WINDERLAKES DRIVE
ORLANDO FL 32835 PHONE 407-427-0762

PROPOSAL SUBMITTED TO:	WORK TO BE PERFORMED AT:

Name HANOVER HOMES
DIVISION I045	
Address	
Phone No.	

 	
Address LAKE LIZZIE
OUCCONDUIT	
Date of Plans	
Architect	

We propose to furnish material and perform the labor to install OUC electrical	
4900'- 6" schedule forty conduit	
19-6" ri_gid steel 90's	
142-3" rigid steel 90's	
28,703'- 3" schedule fo1ty conduit	PHASE 1	$471,530	
324- 2" standard pvc 90's	All conduit and associated material for lift station	
23,000'- 2500# test mule strap	will be installed first and cost included in Ph 1 price	
27,200'- red warning tape	
6,480' - 2" schedule forty conduit	PHASE2	$149,210	
248- 3" pvc standard 90's	
3- 5'x7' OUC µrecast pull boxes	
55- 40"x 40" transformer pads	
116- 13x24 OUC secondary iunction boxes	
2- OUC switch gear pads	
2-Three phase pads

ALL STAKING BY OWNER AND ALL ROAD CROSSINGS BY SITE CONTRACTOR
All material is guaranteed to be as specified, and the above work to be performed in accordance with the drawings and specifi-
cations submitted for above work and completed in a substantial workmanlike manner for the sum of	
SIX HUNDRED TWENTY THOUSAND SEVEN HUNDRED FORTY-------	Dollars($	620,740.00	)	
with payments to be made as follows:	WEEKLKY AS JOB PROGRESSES

Respectfully submitted
Any alteration or deviation from above specifications involving extra costs
will be executed only upon written order, and will become an extra charge	Per	

BRUCE MAYBERRY		
		
over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control.
	/		Note-This proposal may be withdrawn
by us if not accepted within	 	days.	

Date 	 Signature 	

ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined above.
Signature

HANSON,  WALTER  & ASSOCIATES,  INC.
PROFESSIONAL ENGINEERING, SURVEYING & PLANNING

LETTER OF AGREEMENT

August 31, 2020 Mr. Tony Iorio
Hanover Land company, LLC 605 Commonwealth Avenue
Orlando, FL 32803 tiorio@hcpland.com

Re:  Lake Lizzie Drive Subdivision/ 72± Acres/ 280 Single-Family Units NW Corner Lake Lizzie Drive & Pine Grove Road / St. Cloud, FL/ HWA Job #5390

Dear Tony:

Hanson, Walter & Associates, Inc. is pleased to provide you with this proposal for professional services in connectionwith your proposed project as follows:

Civil Engineering Design & Permitting Services:

Prepare a Concept Site Plan showing the proposed layout of a single-family subdivision for Client approval. Also includes coordination for a pre-app meeting with Osceola County   $ 4,500.00

Prepare a Zoning Map Amendment (ZMA) application, development narrative, and supporting exhibits for submittal to Osceola County, requesting rezoning the project site from AC to LDR. Also includes Client representation at all staff meetings and public hearings	$ 4,500.00

Prepare the Preliminary Subdivision Plan, PS application, and supporting documentation for submittal to Osceola County, to include Client representation at all staff meetings and public hearings. Also includes plan revisions per staff comments, as necessary	$ 16,000.00

Prepare the Environmental Resource Permit (ERP) individual application, plans, calculations, report and supporting documentation for submittal to the South Florida Water Management District (SFWMD) for approval of the stormwater management system, to include plan revisions per staff comments, as necessary....................................................................................................$ 7,000.00

Prepare the Site Development Plan (SDP) and application for submittal to Osceola County for approval of a single-phase subdivision development. Plans will include a site dimension plan with signing & striping, master stormwater management system plan, paving, grading & drainage plan, onsite water, sewer, & reuse utility systems plan, lift station design plan, MOT plan, onsite access improvement plan, plan & profiles, typical sections, and construction specifications. Also include plan revisions per staff comments, as necessary for construction plan approval.   $ 150,000.00

Prepare the Offsite Access Improvement Plans for connections to the proposed subdivision development from Lake Lizzie Drive and Pine Grove Road, to include turn & storage lanes, for submittal to Osceola County, including plan revisions per staff comments, as necessary.................
···········································································································································$    6,000.00

Page 2

Prepare the Offsite Utility Improvement Plans, extending water, sewer & reuse utilities to the project development, for submittal to St. Cloud Public Utilities (SCPU). Also includes plan revisions per staff comments, as necessary	$ 18,000.00

Prepare the FDEP water and sewer permit applications and submit with Construction Drawings to St. Cloud Public Utilities (SCPU) for permitting the onsite water, sewer & reuse utility systems as a single-phase development and the lift station design plan, to include plan revisions per staff comments, as necessary. Also includes annexation/reservation application for the utility systems and Client representation at the pubic hearing	$ 12,000.00

	Submit the FDEP water and sewer permit applications and SCPU approved Construction Drawings to the Florida Dept. of Environmental Protection (FDEP), for permitting onsite and offsite water & sewer utility systems, and lift station design plan, to include plan revisions per staff comments, as necessary .......................................................................................................................... $  2,000.00

Prepare the NPDES app. and the Stormwater Pollution Prevention Plan for submittal to FDEP for notice of intent for stormwater discharge and approval of the erosion control system  $ 1,000.00

Submit FOOT Utility Permit for utility mains in US 192 to include revisions per staff comments, as necessary ...................................................................................................................... $ 4,000.00

Total Civil Engineering Design & Permitting Services.	$ 225,000.00

Administration Services:

Provide administration services during the design and permitting phase of the development, to include coordination, meetings, and correspondence with the client, team consultants, and permitting agencies, as necessary........................................................... T & M Budget$ 6,000.00

	Provide administration services during the construction phase of the development, to include coordination, meetings, and correspondence with the client, team consultants, permitting agencies, and contractor, as necessary, review shop drawings, attend pre-construction meeting, review and approve contractor draws, provide periodic site visits, as necessary including final walk-through
.	T & M Budget $ 8,000.00

Prepare a Schedule of Values as required by Osceola County	$1,500.00

Total Administration Services.............................................................Budget  $ 15,500.00

Post Design/ Certification Services:

	Prepare Certification of Construction Completion documentation for a single phase development for submittal to SCPU and FDEP for approval of the water and sewer systems in order to provide a "clearance for use", to include assistance with close-out requirements by SCPU for final acceptance and providing "Record Drawings" certified by the Engineer of Record    $ 5,000.00
Based on as-built drawings for the water & sewer utility systems to be provided by the

I ........

l&A HANSON. WALTER & ASSOCIATES. INC.
PROFESSIONAL ENGINEERING. SIJRVEYING	PLANNING

Page 3

Contractor as prepared by a Florida Registered Land Surveyor, including Cad file of the as­ built information on state plane coordinates as required by the Utility.

	Prepare Certification of Construction Completion documentation for submittal to the South Florida Water Management District for approval of the surface water management system and transfer permit from construction phase to operation phase	$ 1,000.00
Based on as-built drawings for the pond and control structure(s) to be provided by the Site Contractor as prepared by a Florida Registered Land Surveyor.

Provide Certification of Construction Completion documentation for submittal for a single phase development to Osceola County for final approval of all improvements in order to obtain a C. 0 ...
.	$ 2,000.00
Based on as-built drawings for all improvements to be provided by the Contractor as prepared by a Florida Registered Land Surveyor.

	Provide Certification of Construction Completion documentation for submittal to FDOT for final approval of all improvements in US 192.......................................................................... $ 1,500.00

Total Post Design/ Certification Services	$ 9,500.00

Exclusions

This fee does not include:
land surveying services
architectural services
structural engineering services
transportation engineering analysis
environmental analysis
landscape / irrigation design services
site lighting plan
soils work, soils testing
hydrogeology
construction layout
post development asbuilt surveying
onsite construction management
courier fees, delivery fees
application fees
bidding/award of contract to contractor services

Scope of Services

In reviewing this proposal for professional services, it should be understood that the above proposal items and their corresponding fees do not necessarily represent the full scope of services required for the project. Rather, it represents our best effort to set forth those services which we believe to be those requested by you, the Client, and/or those we can determine to be needed to accomplish a particular objective. However,

I .ft.

I	A		HANSON.  WALTER  &  ASSOCIATES.  INC.
PROFESSIONAL ENGINEERING SURVEYING & PLANNING

Page4

we recognize and we ask the Client recognize that as the project progresses, the scope of services as originally defined may change in content to include work not initially identified. Several factors will cause this to happen:

I N.

I	A 	HANSON.  WALTER  &  ASSOCIATES.  INC.
PROFESSIONAL ENGINEERING. SURVEYING & PLANNING

Page5

Better understanding of the project and the Client's goals as progress on the project is made.
Additional requirements identified by the Client.
New laws or governmental agency requirements.

As these influences occur and are identified, we will advise you of same and seek your direction as to how you wish to proceed.

Work required as a result of the above will be "extra work" outside of the original scope of services. Upon your direction, we will perform the work under the "Work Not Specified" section of this proposal or we can provide you with a separate proposal should the scope so indicate.

Work Not Specified

Work not specified in the above proposal items will not be performed without your prior knowledge and approval. When merited, we will provide you with a lump sum fee for additional services. Otherwise, additional services will be performed on an hourly basis at the rates shown under "Schedule of Fees for Professional Services".

Hourly Charges

Hourly work will be billed at our current prevailing hourly rates, but are subject to change, due to increasing labor and material costs. Hourly work performed outside of the normal business hours will be billed at 1½ times the direct labor cost and overhead.

Lump Sum Fees

The above stated Lump Sum Fee(s) are fixed for a period of thirty (30) days from the date of this proposal. If the work has not been initiated on any lump sum item within the period, Consultant reserves the right to terminate this Agreement as it relates to said item.

Ownership of Documents

Hanson, Walter & Associates, Inc. will retain ownership of the original documents pertaining to this project and will not release copies of same without authorization from you or your agent.

Invoicing and Payment

A 25% Retainer will be required prior to the work being performed. All work will be invoiced approximately the 10th day of each month based on a proration of work completed to date, with payment expected upon receipt of the invoice by the Client. If payment is not received within thirty (30) days of the invoice date, a late charge will be added to the invoice in an amount not to exceed 1-1/2% per month on the outstanding balance.

If payment is not received within forty-five (45) days of the invoice date, the Consultant may terminate this Agreement or suspend work under the Agreement until payments have been made in full. Client agrees to pay all costs of collection, including reasonable attorney fees, should such action be required.

l&A HANSON . WALTER & ASSOCIATES. INC .
I •q•	PROFESSIONAL ENGINEERING  SURVEYING & PLANNING

Page 6

Assignment

It should be expressly understood that this proposal is for the use of the executing Client and is not assignable or assumable by any third party without prior written consent of this firm.

Design Professionals Contractual Limitation on Liability

All limitation of liability rights and privileges afforded to design professionals per Section 558.0035, Florida Statutes are reserved thereby granting immunity to design professionals from tort liability within the course and scope of the performance of a professional services contract. This Contract is between Hanson, Walter & Associates, Inc. and the undersigned Client and does not name an individual employee or agent as a party to the Contract. PURSUANT TO THIS SECTION, AN INDIVIDUAL EMPLOYEE OR AGENT MAY NOT BE HELD INDIVIDUALLY LIABLE FOR NEGLIGENCE
Acceptance

This proposal and fee schedules are based on the acceptance within thirty (30) days of the date of preparation. If not accepted by you within that time period, we reserve the right to re-evaluate the terms and conditions contained herein. Please sign the Agreement and return to our office. Receipt of the executed Agreement will serve as our Notice to Proceed.

Termination

Either party may terminate this contract with cause upon providing thirty (30) days written notice to the other party. In the event of termination, Hanson, Walter & Associates, Inc. will be reimbursed for all fees and expenses incurred to date by Hanson, Walter & Associates, Inc. and/or our Consultants.

Acceptance of Proposal

Client Signature

Print Name

Date

The above fees, terms, conditions, and specifications are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above.

Date

/ac wIattachments

l'V

HANSON. WALTER & ASSOCIATES. INC.
1J	¾ PROFESSIONAL ENGINEERING. SLJRVEYING R. PLANNING

Page 7

SCHEDULE OF FEES FOR
PROFESSIONAL SERVJCES

CONSULTING SERVICES

A.	Senior Principal	$	200.00	
B.	Principal	150.00	
C.	Project Manager	125.00	
D.	Engineer	85.00	
E.	Land Planner	75.00	
F.	Senior Engineering Teclmician (CAD)	70.00	
G.	Senior Design Technician (CAD)	65.00	
H.	Design Technician (CAD)	60.00	
I.	Project Coordinator/Scheduler	60.00	
J.	Surveying Services		
1.	Survey Field Crew	125.00	
2.	GPS Survey Crew	135.00	
3.	Principal Land Surveyor	105.00	
4.	Associate Land Surveyor	95.00	
5.	Senior Technician (CAD)	75.00	
6.	Computer Technician (CAD)	70.00	
K.	Secretarial Services	37.00	
L.	Miscellaneous Expenses		
a. Prints 24" x 36"/30" x 42" Blueprint or Xerox, ea.	2.00/3.00	
b. Paper Sepia (Vellum) 24" x 36"/30" x 42", ea.	10.00/15.00	
c. Sepia Mylar 24" x 36"/30" x 42", ea.	15.00/20.00	
d. Xerox Copies, ea. mass reproduction	.25	
e. Xerox Copies of Original Survey 8½" x 14"	5.00	
Plus each additional	1.00	
f. Travel, per mile, portal to portal	.40	
g. Printing, Graphics, Postage, etc.	Cost+ 20%	
h. Long Distance Telephone Charges	Cost+ 20%	
i. Out of Town Expenses (Overnight)	Cost+ 30%	
j. Sub-Consultant Services, Laboratory, Testing, etc.	Cost+ 15%	
k. Permit and Application Fee Advances	Cost+ 10%	
1. Overnight Deliveries	Cost +20%	
m. Courier Services	Cost+ 20%	

For sworn testimony at depositions and hearings, etc., the above rates will be doubled.
For services in court, the above rates will be doubled with a minimum of an eight hour day charged for each day of appearance.
	Overtime to accomplish a project by the client's required completion date will be charged at 1.5 times the above hourly rates, subsequent to client notification and approval.

I -N...

I	A 	HANSON.  WALTER  &  ASSOCIATES.  INC.
PROFESSIONAL ENGINEERING SURVEYING I\ PLANNING

Page 8

Client/Owner Profile
Contact Information

Date:
Client Name:	Property Owner:	
Address:	Address:	
		
Phone:	Phone:	
Additional Phone:	Additional Phone:	
Fax:	Fax:	
E-Mail:	E-Mail:	

Billing Contact:	
Billing Address:	
	
Phone:	
Fax:	
E-Mail:	

Job Contact:	
Phone:	
Mobile Phone:	
E-Mail:	

-----HWA Administrative Use Only------

Job#	
	
Project Name	
	
Project Manager	
	
Engineer	

Distribution: I) Accounting. 2) Project Coordinator, 3) Administrative Team

Revision 1/1/04

l'V

HANSON. WALTER & ASSOCIATES. INC.
W	4a PROF SSIONAL ENGINEERING. SURVEYING & PLANNING

Page 9

Letter of Authorization

Date	_ RE:
To Whom It May Concern:

This letter does hereby authorize	and Hanson, Walter &
(Client)
Associates, Inc. to act as representative for 	and
(Owner)
with the respective reviewing/permitting agencies in an effort to receive all approvals necessary for the required permitting for the above referenced project located in Osceola County, Florida.

By execution of this document, the Owner does hereby allow Hanson, Walter & Associates, Inc. access to the site in order to fulfill the requirements of the contract.

If you have any questions, please contact me at		 Sincerely,

STATE OF FLORIDA COUNTY OF 	

Sworn to (or affirmed) and subscribed before me this 		day of 	,

20		, by	who ispersonally known to me, or who
(name of person making statement)

produced 	as identification. SEAL:

Notary Public Signature:.	_

IWIF

HANSON. WALTER  & ASSOCIATES. INC.

'

1l PROFESSIONAL ENGINEERING. SURVEYING PLANNING

AIA Type Document
Application and Certification for Payment	Page 1 of 27

TO (OWNER): HANOVER TYSON, LLC
605 COMMONWEALTH AVENUE STE450
ORLANDO, FL 32803

PROJECT: TRINITY PLACE
22004	JW

APPLICATION NO: 15
PERIOD TO:5/20/2023

DISTRIBUTION
TO:
OWNER ARCHITECT CONTRACTOR

FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.
1726 W BROADWAY
OVIEDO, FL 32765

VIA (ARCHITECT):	ARCHITECTS
PROJECT NO:

CONTRACT FOR:	CONTRACT DATE:

CONTRACTOR'S APPLICATION FOR PAYMENT
Application is made for Payment, as shown below, in connection with the Contract. Continuation Sheet, AIA Type Document is attached.

ORIGINAL CONTRACT SUM ....................$	1_1,:...1_82_;,_38_9_.9_6

Net Change by Change Orders	................$ 	1....;,_08_6. ;.,9_6_8_.6_6
CONTRACT SUM TO DATE (Line 1 + 2)........... $ 	1_2_,2_6_9,_35_8_.6_2

The Undersigned Contractor certifies that to the best of the Contractor's knowledge, information and belief the work covered by this application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the owner, and that
current payment shown herein is now due.

CONTRACTOR: SWELL CONSTRUCTION GROUP INC.
1726 W BROADWAY OVIEDO, FL 32765

TOTAL COMPLETED AND STORED TO DATE ...... $ 	9..;..,5_7_0,:...8_05_.4_3

RETAINAGE:

By:

WESLEY AARON	/ CFO

Date:   s_-....;c/_6_' _Z_3 	_

_,_1o,._.,.-'<'oo.,_% of Completed Work

$	9s_1_.0_8_0_.6_8

State of: FL
County of: SEMINOLE

-- 0- 00 % of Stored Material	$ 	o_.o_o

Total retainage (Line Sa + Sb) .................... $	95_7_;,_08_0_.6_8

Subscribed and Sworn to b_efore me this Notary Public: '-I<. ,
My Commission Expires : .:J ,t{

.	J<l

TOTAL EARNED LESS RETAINAGE .............. $	8_,6_1_3,_7_24_._75

(Line 4 less Line 5 Total)
LESS PREVIOUS CERTIFICATES FOR PAYMENT
(Line 6 from prior Certificate)	$ 	8,_2_56_,_83_4_.9_1
CURRENT PAYMENT DUE .....................$	35_6_,8_8_9._84

BALANCE TO FINISH, INCLUDING RETAINAGE

CHANGE ORDER SUMMARY	ADDITIONS	DEDUCTIONS	
Total changes approved in previous months by Owner	
1,302,048.62	
-215,079.96	

Total approved this Month	

0.00	

0.00	
TOTALS	1,302,048.62	-215,079.96	
NET CHANGES by Change Order	1,086,968.66		

(Line 3 less Line 6)	$	 3....:.,6_5_5-'-,6_3_3_.8_7

In Accordance with the Contract Documents, based on on-site observations and the data com­ prising the above application, the Architect certifies to owner that to the best of the Architect's knowledge, information and belief the Work has progressed as indicated.the quality of the work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED.

AMOUNT CERTIFIED............................... $"-----------
(Attach explanation if amount certified differs from the amount applied. Initial all figures on this Application and on the Continuation Sheet that are changed to conform to the amount certified.)
ARCHITECT:
By:		 Date:		

This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, Payment and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract.

AIA Type Document
Application and Certification for Payment	Page 2 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 15	DISTRIBUTION
605 COMMONWEALTH AVENUE	22004	JW	TO:
STE 450	PERIOD TO: 5/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	 ARCHITECrS 1726 W BROADWAY		PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED
		ITEM	DESCRIPTION	VALUE	APPLICATIONS	 THIS PERIOD	 MATERIAL	STORED	   GENERAL CONDITIONS

_% 

  BALANCE		RETAINAGE
----·--- - -  ---

MOBILIZATION	49,371.00	43,940.19	1,974.84	0.00	45,915.03	93.00	3,455.97	4,591.50
2	CONSTRUCTION LAYOUT	37,260.00	31,671.00	1,117.80	0.00	32,788.80	88.00	4,471.20	3,278.88
3	CERTIFIED AS-BUilTS	34,776.00	23,647.68	695.52	0.00	24,343.20	70.00	10,432.80	2,434.32
4	GEOTECHNICAL TESTING	63,000.00	52,920.00	0.00	0.00	52,920.00	84.00	10,080.00	5,292.00
5	CONSTRUCTION ENTRANCE	7,542.08	7,542.08	0.00	0.00	7,542.08	100.00	0.00	754.21
6	SECURITY	12,500.00	10,625.00	250.00	0.00	10,875.00	87.00	1,625.00	1,087.50
7	M.O.T.	6,053.34	6,053.34	0.00	0.00	6,053.34	100.00	0.00	605.33
TOTAL GENERAL CONDITIONS	210,502.42	176,399.29	4,038.16	0.00	180,437.45	85.72	30,064.97	18,043.74
EARTHWORK
8	EROSION CONTROL	19,776.67	16,612.40	197.77	0.00	16,810.17	85.00	2,966.50	1,681.02
MAINTENANCE
9	SWPPP	12,271.13	9,939.62	245.42	0.00	10,185.04	83.00	2,086.09	1,018.50
10	SILT FENCE	11,358.20	11,358.20	0.00	0.00	11,358.20	100.00	0.00	1,135.82
11	INLET PROTECTION	10,022.40	0.00	0.00	0.00	0.00	0.00	10,022.40	0.00
12		CLEAR & GRUB (BURN DEBRIS	252,000.00	252,000.00	0.00	0.00	252,000.00	100.00	0.00	25,200.00 ONSITE)
13	DISK SITE	27,961.92	27,961.92	0.00	0.00	27,961.92	100.00	0.00	2,796.19
14	DEWATERING	296,144.00	296,144.00	0.00	0.00	296,144.00	100.00	0.00	29,614.40
15	EXCAVATION TO EMBANKMENT	529,551.84	529,551.84	0.00	0.00	529,551.84	100.00	0.00	52,955.18 ONSITE
16	MUCK EXCAVATION (TO	116,769.50	116,769.50	0.00	0.00	116,769.50	100.00	0.00	11,676.95 REMAIN ONSITE)
17	TRACT GRADING	16,857.75	15,171.98	0.00	0.00	15,171.98	90.00	1,685.77	1,517.20

AIA Type Document
Application and Certification for Payment	Page 3 of 27
TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 15	DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		 TO:
STE 450	PERIOD TO: 5/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECTS
1726 W BROADWAY	PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:
SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED

%

ITEM	 DESCRIPTION	VALUE	 APPLICATIONS	 THIS PERIOD	MATERIAL	STORED		 BALANCE		RETAINAGE
----- ·-·--------	---·-- -----
18	POND GRADING	36,297.30	36,297.30	0.00	0.00	36,297.30	100.00	0.00	3,629.73
19	PAD GRADING (PHASE 1)	86,388.73	86,388.73	0.00	0.00	86,388.73	100.00	0.00	8,638.87
20	MASS PAD GRADING (PHASE 2)	26,409.58	26,409.58	0.00	0.00	26,409.58	100.00	0.00	2,640.96
21	R.O.W. GRADING	12,651.60	9,109.15	632.58	0.00	9,741.73	77.00	2,909.87	974.17
22	ROADWAY GRADING	15,379.00	13,841.10	0.00	0.00	13,841.10	90.00	1,537.90	1,384.11
23	BAHIA SOD	60,738.15	39,479.80	0.00	0.00	39,479.80	65.00	21,258.35	3,947.98
24	SEED& MULCH	33,480.00	0.00	5,356.80	0.00	5,356.80	16.00	28,123.20	535.68
25	SEED & MULCH PASS 2 MASS	22,680.00	19,278.00	0.00	0.00	19,278.00	85.00	3,402.00	1,927.80 GRADE AREA
26	RETAINING WALL	68,696.10	0.00	0.00	0.00	0.00	0.00	68,696.10	0.00
27	RETAINING WALL GROUT	20,310.00	0.00	0.00	0.00	0.00	0.00	20,310.00	0.00
28	RETAINING WALL PERMIT	4,080.00	4,080.00	0.00	0.00	4,080.00	100.00	0.00	408.00
29	RETAINING WALL FALL	14,430.05	0.00	0.00	0.00	0.00	0.00	14,430.05	0.00
PROTECTION
TOTAL EARTHWORK	1,694,253.92	1,510,393.12	6,432.57	0.00	1,516,825.69	89.53	177,428.23	151,682.56
STORM SEWER
30	15" RCP 0-6	30,089.80	30,089.80	0.00	0.00	30,089.80	100.00	0.00	3,008.98
31	15" RCP 6-8	12,503.28	12,503.28	0.00	0.00	12,503.28	100.00	0.00	1,250.33
32	15" RCP 8-10	3,559.78	3,559.78	0.00	0.00	3,559.78	100.00	0.00	355.98
33	18" RCP 0-6	20,877.56	20,877.56	0.00	0.00	20,877.56	100.00	0.00	2,087.76
34	18" RCP 6-8	15,331.86	15,331.86	0.00	0.00	15,331.86	100.00	0.00	1,533.19
35	18" RCP 8-10	26,377.40	26,377.40	0.00	0.00	26,377.40	100.00	0.00	2,637.74
36	18" RCP 10-12	6,864.00	6,864.00	0.00	0.00	6,864.00	100.00	0.00	686.40

AIA Type Document
Application and Certification for Payment	Page 4 of 27
TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 15	DISTRIBUTION
605 COMMONWEALTH AVENUE	22004	JW	TO:
STE 450	PERIOD TO: 5/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECTS
1726 W BROADWAY	PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

	-¥IL..- -		
37	24" RCP 6-8	36,629.45	36,629.45	0.00	0.00	36,629.45	100.00	0.00	3,662.95	
38	24" RCP 8-10	30,218.30	30,218.30	0.00	0.00	30,218.30	100.00	0.00	3,021.83	
39	24" RCP 10-12	56,557.73	56,557.73	0.00	0.00	56,557.73	100.00	0.00	5,655.77	
40	24" RCP 12-14	11,305.17	11,305.17	0.00	0.00	11,305.17	100.00	0.00	1,130.52	
41	30" RCP 8-10	18,047.49	18,047.49	0.00	0.00	18,047.49	100.00	0.00	1,804.75	
42	30" RCP 10-12	18,139.11	18,139.11	0.00	0.00	18,139.11	100.00	0.00	1,813.91	
43	30" RCP 12-14	21,776.11	21,776.11	0.00	0.00	21,776.11	100.00	0.00	2,177.61	
44	36" RCP 10-12	24,056.00	24,056.00	0.00	0.00	24,056.00	100.00	0.00	2,405.60	
45	36" RCP 14-16	17,166.08	17,166.08	0.00	0.00	17,166.08	100.00	0.00	1,716.61	
46	42" RCP 6-8	50,547.63	50,547.63	0.00	0.00	50,547.63	100.00	0.00	5,054.76	
47	42" RCP 8-10	43,356.00	43,356.00	0.00	0.00	43,356.00	100.00	0.00	4,335.60	

SCHEDULE		PREVIOUS	 COMPLETED		STORED	COMPLETED ITEM	DESCRIPTION	VALUE	APPLICATIONS	THIS PERIOD	MATERIAL		STORED

BALANCE	RETAINAGE

28,055.61	28,055.61	0.00	0.00	28,055.61	100.00	0.00	2,805.56	

48	42" RCP 10-12

49	42" RCP 12-14	8,057.49	8,057.49	0.00	0.00	8,057.49	100.00	0.00	805.75	
50	42" RCP 14-16	27,100.98	27,100.98	0.00	0.00	27,100.98	100.00	0.00	2,710.10	
51	42" RCP 16-18	21,911.25	21,911.25	0.00	0.00	21,911.25	100.00	0.00	2,191.13	
52	48" RCP 12-14	25,102.11	25,102.11	0.00	0.00	25,102.11	100.00	0.00	2,510.21	
53	48" RCP 14-16	102,275.72	102,275.72	0.00	0.00	102,275.72	100.00	0.00	10,227.57	
54	48" RCP 16-18	17,768.16	17,768.16	0.00	0.00	17,768.16	100.00	0.00	1,776.82	
55	54" RCP 16-18	59,036.46	59,036.46	0.00	0.00	59,036.46	100.00	0.00	5,903.65	
56	54" RCP 18-20	143,467.50	143,467.50	0.00	0.00	143,467.50	100.00	0.00	14,346.75	
57	60" RCP 16-18	195,076.70	195,076.70	0.00	0.00	195,076.70	100.00	0.00	19,507.67	

AIA Type Document
Application and Certification for Payment	Page 5 of 27
TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 15	 DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		TO:
STE450	PERIOD TO: 5/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECTS
1726 W BROADWAY	PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	
PREVIOUS	
COMPLETED	
STORED	
COMPLETED		
ITEM	DESCRIPTION	VALUE	APPLICATIONS	THIS PERIOD	MATERIAL	STORED	%_	 BALANCE	RETAINAGE		

58	60" RCP 18-20	67,670.85	67,670.85	0.00	0.00	67,670.85		
100.00	0.00	6,767.09	
59	6" HOPE N-12	1,542.24	1,542.24	0.00	0.00	1,542.24		100.00	0.00	154.22	
60	8" HOPE N-12	6,215.88	6,091.56	0.00	0.00	6,091.56		98.00	124.32	609.16	
61	12" HOPE N-12	3,309.60	3,177.22	0.00	0.00	3,177.22		96.00	132.38	317.72	
62	MANHOLE 0-8	8,818.00	8,377.10	0.00	0.00	8,377.10		95.00	440.90	837.71	
63	MANHOLE 8-10	13,378.00	12,709.10	0.00	0.00	12,709.10		95.00	668.90	1,270.91	
64	MANHOLE 10-12	6,813.00	6,472.35	0.00	0.00	6,472.35		95.00	340.65	647.24	
65	MANHOLE 12-14	20,733.00	19,696.35	0.00	0.00	19,696.35		95.00	1,036.65	1,969.64	
66	MANHOLE 14-16	21,324.00	20,257.80	0.00	0.00	20,257.80		95.00	1,066.20	2,025.78	
67	MANHOLE 16-18	21,906.00	20,810.70	0.00	0.00	20,810.70		95.00	1,095.30	2,081.07	
68	MANHOLE 18-20	7,500.00	7,125.00	0.00	0.00	7,125.00		95.00	375.00	712.50	
69	TYPE 5 INLET 0-8	10,506.00	9,980.70	525.30	0.00	10,506.00		100.00	0.00	1,050.60	
70	TYPE 5 INLET 14-16	9,386.00	8,916.70	0.00	0.00	8,916.70		95.00	469.30	891.67	
71	TYPE 6 INLET 0-8	127,328.00	120,961.60	6,366.40	0.00	127,328.00		100.00	0.00	12,732.80	
72	TYPE 6 INLET 8-10	75,492.00	70,962.48	4,529.52	0.00	75,492.00		100.00	0.00	7,549.20	
73	TYPE 6 INLET 10-12	32,440.00	30,818.00	0.00	0.00	30,818.00		95.00	1,622.00	3,081.80	
74	TYPE 6 INLET 12-14	10,923.00	10,049.16	0.00	0.00	10,049.16		92.00	873.84	1,004.92	
75	TYPE 6 INLET 14-16	11,118.00	8,672.04	111.18	0.00	8,783.22		79.00	2,334.78	878.32	
76	TYPE 6 INLET 16-18	45,256.00	40,730.40	452.56	0.00	41,182.96		91.00	4,073.04	4,118.30	
77	TYPE 6 INLET 18-20	23,018.00	20,716.20	230.18	0.00	20,946.38		91.00	2,071.62	2,094.64	
78	YARD DRAINS 0-6	7,091.00	6,949.18	0.00	0.00	6,949.18		98.00	141.82	694.92	

AIA Type Document
Application and Certification for Payment	Page 6 of 27
TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 15	DISTRIBUTION
605 COMMONWEALTH AVENUE	22004	JW	TO:
STE450	PERIOD TO: 5/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECrS
1726 W BROADWAY	PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

ITEM	

DESCRIPTION	
SCHEDULE VALUE	
PREVIOUS APPLICATIONS	
COMPLETED THIS PERIOD	
STORED MATERIAL	COMPLETED STORED -		

%		

  BALANCE		

RETAINAGE	
79	TYPE C INLET 16-18	12,859.00	12,216.05	0.00	0.00	12,216.05			95.00	642.95	1,221.61	
80	TYPE D INLET 0-8	4,307.00	4,091.65	0.00	0.00	4,091.65			95.00	215.35	409.17	
81	TYPE E BUBBLE-UP 0-8	5,623.00	5,623.00	0.00	0.00	5,623.00		100.00	0.00	562.30	
82	TYPE F INLET 0-8	11,619.00	10,689.48	0.00	0.00	10,689.48			92.00	929.52	1,068.95	
83	TYPE H CONTROL STRUCTURE 0-8	10,176.00	9,361.92	0.00	0.00	9,361.92			92.00	814.08	936.19	
84	42"MES	4,809.00	4,809.00	0.00	0.00	4,809.00		100.00	0.00	480.90	
85	54"MES	9,029.00	9,029.00	0.00	0.00	9,029.00		100.00	0.00	902.90	
86	60"MES	32,040.00	32,040.00	0.00	0.00	32,040.00		100.00	0.00	3,204.00	
87	STORM SEWER TESTING	39,633.30	21,798.32	0.00	0.00	21,798.32			55.00	17,834.98	2,179.83	
88	WELLPOINTS	110,875.38	110,875.38	0.00	0.00	110,875.38		100.00	0.00	11,087.54	
TOTAL STORM SEWER	1,843,993.98	1,794,475.26	12,215.14	0.00	1,806,690.40	97.98	37,303.58	180,669.10
SANITARY SEWER
89	8" PVC 0-6	93,253.38	93,253.38	0.00	0.00	93,253.38	100.00	0.00	9,325.34
90	8" PVC 6-8	46,456.19	46,456.19	0.00	0.00	46,456.19	100.00	0.00	4,645.62
91	8" PVC 8-10	43,852.68	43,852.68	0.00	0.00	43,852.68	100.00	0.00	4,385.27
92	8" PVC 10-12	32,430.72	30,809.18	1,621.54	0.00	32,430.72	100.00	0.00	3,243.07
93	8" PVC 12-14	27,955.20	27,955.20	0.00	0.00	27,955.20	100.00	0.00	2,795.52
94	8" PVC 16-18	31,192.85	31,192.85	0.00	0.00	31,192.85	100.00	0.00	3,119.29
95	1O" HOPE 18-20	8,142.00	8,142.00	0.00	0.00	8,142.00	100.00	0.00	814.20
96	SANITARY MANHOLE 0-6	78,880.00	74,936.00	0.00	0.00	74,936.00	95.00	3,944.00	7,493.60
97	SANITARY MANHOLE 6-8	33,196.00	31,536.20	0.00	0.00	31,536.20	95.00	1,659.80	3,153.62

AIA Type Document
Application and Certification for Payment	Page 7 of 27
TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 15	DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		 TO:
STE450	PERIOD TO: 5/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	 ARCHITECT'S 1726 W BROADWAY		PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

	SCHEDULE	
PREVIOUS	
COMPLETED	
STORED	
COMPLETED	
ITEM	DESCRIPTION	VALUE	APPLICATIONS	THIS PERIOD	MATERIAL	STORED	%	BALANCE	RETAINAGE	
98	SANITARY MANHOLE 8-10	27,093.00	25,738.35	0.00	0.00	25,738.35	95.00	1,354.65	2,573.84
99	SANITARY POLYMER MANHOLE	42,824.00	40,682.80	0.00	0.00	40,682.80	95.00	2,141.20	4,068.28
8-10 (01,05)
100	SANITARY MANHOLE 10-12	9,614.00	9,133.30	0.00	0.00	9,133.30	95.00	480.70	913.33
101	SANITARY POLYMER MANHOLE	28,111.00	27,548.78	0.00	0.00	27,548.78	98.00	562.22	2,754.88
10-12 (04)
102	SANITARY MANHOLE 12-14	13,620.00	12,939.00	0.00	0.00	12,939.00	95.00	681.00	1,293.90
103	SANITARY POLYMER MANHOLE	32,616.00	31,963.68	0.00	0.00	31,963.68	98.00	652.32	3,196.37
14-16 (32)
104	SANITARY MANHOLE 16-18	16,048.00	15,245.60	0.00	0.00	15,245.60	95.00	802.40	1,524.56
105	SANITARY POLYMER MANHOLE	34,097.00	33,415.06	0.00	0.00	33,415.06	98.00	681.94	3,341.51
16-18 (29)
106	SANITARY POLYMER MANHOLE	34,138.00	33,455.24	0.00	0.00	33,455.24	98.00	682.76	3,345.52
20-22 (30)
107	SANITARY SINGLE LATERAL	174,086.00	163,640.84	0.00	0.00	163,640.84	94.00	10,445.16	16,364.08
108	SANITARY CLUBHOUSE	1,523.00	1,523.00	0.00	0.00	1,523.00	100.00	0.00	152.30
SERVICE
109	SANITARY TESTING	24,420.18	12,210.09	10,989.08	0.00	23,199.17	95.00	1,221.01	2,319.92
110	LIFT STATION	980,422.50	441,190.13	49,021.12	0.00	490,211.25	50.00	490,211.25	49,021.13
111	8" FORCE MAIN	173,994.32	173,994.32	0.00	0.00	173,994.32	100.00	0.00	17,399.43
112	6" FORCE MAIN	422.16	422.16	0.00	0.00	422.16	100.00	0.00	42.22
113	8" PLUG VALVE	14,544.00	13,816.80	0.00	0.00	13,816.80	95.00	727.20	1,381.68
114	CONNECT TO EXIST FORCE	837.35	837.35	0.00	0.00	837.35	100.00	0.00	83.74
MAIN
115	FORCE MAIN FITTINGS/TEST	28,000.00	25,200.00	0.00	0.00	25,200.00	90.00	2,800.00	2,520.00
TOTAL SANITARY SEWER	2,031,769.53	1,451,090.18	61,631.74	0.00	1,512,721.92	74.45	519,047.61	151,272.22

AIA Type Document
Application and Certification for Payment	Page 8 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 15	DISTRIBUTION
605 COMMONWEALTH AVENUE	22004	JW	TO:
STE 450	PERIOD TO: 5/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECrs
1726 W BROADWAY	PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED

  STORED	_

	ITEM		DESCRIPTION		VALUE	APPLICATIONS	THIS PERIOD	MATERIAL	
---- ---	-- --·---· - -

_%	

  BALANCE	RETAINAGE	

WATER LINE
116	2" PE TUBING-WATER	2,641.32	2,641.32	0.00	0.00	2,641.32	100.00	0.00	264.13
117	8" PVC WATER LINE	218,051.52	213,690.49	4,361.03	0.00	218,051.52	100.00	0.00	21,805.15
118	12" PVC WATER LINE	240,549.12	240,549.12	0.00	0.00	240,549.12	100.00	0.00	24,054.91
119	16" PVC WATER LINE	382,421.16	382,421.16	0.00	0.00	382,421.16	100.00	0.00	38,242.12
120	8" GATE VALVE	50,875.00	49,857.50	1,017.50	0.00	50,875.00	100.00	0.00	5,087.50
121	12" GATE VALVE	75,558.00	74,046.84	1,511.16	0.00	75,558.00	100.00	0.00	7,555.80
122	16" GATE VALVE	56,958.00	56,958.00	0.00	0.00	56,958.00	100.00	0.00	5,695.80
123	JUMPER ASSEMBLY	1,393.00	1,393.00	0.00	0.00	1,393.00	100.00	0.00	139.30
124	WATER SINGLE SERVICE	9,418.00	9,418.00	0.00	0.00	9,418.00	100.00	0.00	941.80
125	WATER DOUBLE SERVICE	90,376.00	90,376.00	0.00	0.00	90,376.00	100.00	0.00	9,037.60
126	FIRE HYDRANT ASSEMBLY	72,960.00	69,312.00	0.00	0.00	69,312.00	95.00	3,648.00	6,931.20
127	TEMP BLOW OFF ASSEMBLY	6,496.00	6,496.00	0.00	0.00	6,496.00	100.00	0.00	649.60
128	AUTO FLUSHING DEVICE	15,526.00	4,657.80	0.00	0.00	4,657.80	30.00	10,868.20	465.78
129	WATER FITTINGS/TEST	121,701.00	121,701.00	0.00	0.00	121,701.00	100.00	0.00	12,170.10
130	CONN TO EXIST WATER LINE	837.35	837.35	0.00	0.00	837.35	100.00	0.00	83.74
131	WATER BACKFLOW ASSEMBLY	4,057.00	811.40	0.00	0.00	811.40	20.00	3,245.60	81.14
(METER BY OTHERS)
TOTAL WATER LINE	1,349,818.47	1,325,166.98	6,889.69	0.00	1,332,056.67	98.68	17,761.80	133,205.67
RECLAIM WATER LINE
132	12" PVC RECLAIM LINE	484,888.32	484,888.32	0.00	0.00	484,888.32	100.00	0.00	48,488.83
133	6" PVC RECLAIM LINE	141,423.75	141,423.75	0.00	0.00	141,423.75	100.00	0.00	14,142.38

AIA Type Document
Application and Certification for Payment	Page 9 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 15	 DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		TO:
STE 450	PERIOD TO: 5/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	 ARCHITECrs 1726 W BROADWAY		PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED

_o/o_

ITEM	DESCRIPTION	VALUE	 APPLICATIONS	 THIS PERIOD	MATERIAL	STORED	   	 BALANCE		RETAINAGE
------·------- ---

134	2" PE TUBING - RECLAIM	2,057.55	2,057.55	0.00	0.00	2,057.55	100.00	0.00	205.76	
135	12" GATE VALVE	95,134.00	95,134.00	0.00	0.00	95,134.00	100.00	0.00	9,513.40	
136	6" GATE VALVE	39,676.00	39,676.00	0.00	0.00	39,676.00	100.00	0.00	3,967.60	
137	JUMPER ASSEMBLY	1,393.00	1,393.00	0.00	0.00	1,393.00	100.00	0.00	139.30	
138	RECLAIM SINGLE SERVICE	11,080.00	11,080.00	0.00	0.00	11,080.00	100.00	0.00	1,108.00	
139	RECLAIM DOUBLE SERVICE	89,349.00	89,349.00	0.00	0.00	89,349.00	100.00	0.00	8,934.90	
140	2" IRRIGATION SERVICE	7,080.00	7,080.00	0.00	0.00	7,080.00	100.00	0.00	708.00	
141		1" RECLAIM METER ASSEMBLY (METER BY CITY)	991.00	991.00	0.00	0.00	991.00	100.00	0.00	99.10	
142	RECLAIM FITTINGS/TEST	89,620.00	89,620.00	0.00	0.00	89,620.00	100.00	0.00	8,962.00	
143	BLOW OFF ASSEMBLY	6,496.00	3,248.00	0.00	0.00	3,248.00	50.00	3,248.00	324.80	
144	AUTO FLUSHING DEVICE	15,526.00	0.00	0.00	0.00	0.00	0.00	15,526.00	0.00	
145	CONN TO EXIST RECLAIM LINE	838.00	838.00	0.00	0.00	838.00	100.00	0.00	83.80	
146	RECLAIM BACKFLOW ASSEMBLY (METER BY OTHERS)	4,057.00	811.40	0.00	0.00	811.40	20.00	3,245.60	81.14	
TOTAL RECLAIM WATER LINE	989,609.62	967,590.02	0.00	0.00	967,590.02	97.77	22,019.60	96,759.01	

ONSITE PAVING									
147	2" TYPE SP-12.5 ASPHALT	
38,753.48	
0.00	
0.00	
0.00	
0.00	
0.00	
38,753.48	
0.00	
148	1.5" TYPE SP-9.5 ASPHALT	208,159.32	0.00	0.00	0.00	0.00	0.00	208,159.32	0.00	
149	8" LIMEROCK BASE	49,729.73	20,886.49	1,491.89	0.00	22,378.38	45.00	27,351.35	2,237.84	
150	6" LIMEROCK BASE	295,652.58	0.00	73,913.15	0.00	73,913.15	25.00	221,739.43	7,391.32	
151	12" STABILIZED SUBGRADE	126,107.80	126,107.80	0.00	0.00	126,107.80	100.00	0.00	12,610.78	

AIA Type Document
Application and Certification for Payment	Page 10 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 15	DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		 TO:
STE 450	PERIOD TO: 5/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECrs
1726 W BROADWAY	PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED

152	STABILIZED CURB PAD	37,629.80	37,629.80	0.00	0.00	37,629.80		100.00	0.00			3,762.98	
153	TYPE A CURB	5,101.25	5,101.25	0.00	0.00	5,101.25		100.00	0.00			510.13	
154	TYPE F CURB (24")	62,810.30	51,504.45	5,024.82	0.00	56,529.27		90.00	6,281.03			5,652.93	
155	TYPED CURB	2,664.00	0.00	1,092.24	0.00	1,092.24		41.00	1,571.76			109.22	
156	RIBBON CURB	39,060.00	39,060.00	0.00	0.00	39,060.00		100.00	0.00			3,906.00	
157	MIAMI CURB	150,243.00	84,136.08	42,068.04	0.00	126,204.12		84.00	24,038.88			12,620.41	
158	THICKENED EDGE SIDEWALK	2,606.40	0.00	2,606.40	0.00	2,606.40		100.00	0.00			260.64	
159	SIDEWALK (4" THICK)	94,013.40	0.00	6,580.94	0.00	6,580.94		7.00	87,432.46			658.09	
160	POND A & B SIDEWALK (4" THICK)	109,727.25	109,727.25	0.00	0.00	109,727.25		100.00	0.00			10,972.73	
161	H.C. RAMP	33,600.00	0.00	0.00	0.00	0.00		0.00	33,600.00			0.00	
162	STRIP SOD - 2' WIDE	13,243.53	0.00	0.00	0.00	0.00		0.00	13,243.53			0.00	
163	UTILITY EASEMENT ROW
GRADING	11,769.55	11,769.55	0.00	0.00	11,769.55		100.00	0.00			1,176.96	
164	UTILITY EASEMENT STABILIZED PATH	29,869.32	26,882.39	2,986.93	0.00	29,869.32		100.00	0.00			2,986.93	
165	UTILITY EASEMENT SOD	35,133.43	0.00	22,485.40	0.00	22,485.40		64.00	12,648.03			2,248.54	
166	PAVEMENT MARKINGS & SIGNS	32,253.00	0.00	0.00	0.00	0.00		0.00	32,253.00			0.00	
TOTAL ONSITE PAVING	1,378,127.14	512,805.06	158,249.81	0.00	671,054.87		48.69	707,072.27			67,105.50	
PINE GROVE ROAD												

GENERAL CONDITIONS												
167	CONSTRUCTION LAYOUT	
12,000.00	
4,200.00	
840.00	
0.00	
5,040.00	
42.00	
6,960.00	504.00	
168	CERTIFIED AS-BUilTS	10,000.00	1,500.00	500.00	0.00	2,000.00	20.00	8,000.00	200.00	

	ITEM	 DESCRIPTION		VALUE	APPLICATIONS	THIS PERIOD	MATERIAL	STORED		%	 BALANCE		RETAINAGE

AIA Type Document
Application and Certification for Payment	Page 11 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 15	 DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		TO:
STE 450	PERIOD TO: 5/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECrs
1726 W BROADWAY	PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

ITEM	DESCRIPTION	
SCHEDULE VALUE	
PREVIOUS APPLICATIONS	
COMPLETED THIS PERIOD	
STORED MATERIAL	
COMPLETED STORED	
	% 	
_	

BALANCE --	

RETAINAGE
·-------	
169	GEOTECHNICAL TESTING	5,280.00	0.00	0.00	0.00	0.00	0.00		5,280.00	0.00	
170	CONSTRUCTION ENTRANCE	7,542.08	7,542.08	0.00	0.00	7,542.08	100.00		0.00	754.21	
171	M.O.T.	15,000.00	3,300.00	0.00	0.00	3,300.00	22.00		11,700.00	330.00	
TOTAL GENTERAL CONDITIONS	49,822.08	16,542.08	1,340.00	0.00	17,882.08	35.89		31,940.00	1,788.21	
GRADING										
172	SILT FENCE	4,708.20	847.48	0.00	0.00	847.48	18.00		3,860.72	84.75	
173	EROSION CONTROL
MAINTENANCE	5,000.00	1,150.00	0.00	0.00	1,150.00	23.00		3,850.00	115.00	
174	INLET PROTECTION	313.20	0.00	0.00	0.00	0.00	0.00		313.20	0.00	
175	ROW GRADING	7,900.80	1,106.11	0.00	0.00	1,106.11	14.00		6,794.69	110.61	
176	ROADWAY GRADING	5,667.00	0.00	0.00	0.00	0.00	0.00		5,667.00	0.00	
177	BAHIA SOD	18,501.04	0.00	0.00	0.00	0.00	0.00		18,501.04	0.00	
TOTAL GRADING	42,090.24	3,103.59	0.00	0.00	3,103.59	7.37		38,986.65	310.36	
STORM SEWER										
178	15" RCP 0-6	2,966.60	1,987.62	0.00	0.00	1,987.62	67.00		978.98	198.76	
179	18" RCP 0-6	33,090.52	29,781.47	0.00	0.00	29,781.47	90.00		3,309.05	2,978.15	
180	24" RCP 0-6	3,776.85	2,568.26	0.00	0.00	2,568.26	68.00		1,208.59	256.83	
181	24" RCP 6-8	4,850.60	3,298.41	0.00	0.00	3,298.41	68.00		1,552.19	329.84	
182	MANHOLE 0-8	4,409.00	2,821.76	0.00	0.00	2,821.76	64.00		1,587.24	282.18	
183	TYPE 5 INLET 0-8	26,265.00	22,325.25	0.00	0.00	22,325.25	85.00		3,939.75	2,232.53	
184	TYPE 6 INLET 0-8	5,536.00	4,539.52	0.00	0.00	4,539.52	82.00		996.48	453.95	
185	24" ENDWALL	4,402.00	0.00	0.00	0.00	0.00	0.00		4,402.00	0.00	

AIA Type Document
Application and Certification for Payment	Page 12 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 15	DISTRIBUTION
605 COMMONWEALTH AVENUE	22004	JW	TO:
STE 450	PERIOD TO: 5/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECTS
1726 W BROADWAY	PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED

186	TYPE F INLET 0-8	
3,873.00	
2,672.37	
0.00	
0.00	--- --- --
2,672.37	
69.00	
1,200.63	
267.24	
187	18" MES	1,588.00	952.80	0.00	0.00	952.80	60.00	635.20	95.28	
188	CONNECT TO 24" RCP	4,650.00	0.00	0.00	0.00	0.00	0.00	4,650.00	0.00	
189	OPEN CUT PINE GROVE	12,640.00	6,320.00	0.00	0.00	6,320.00	50.00	6,320.00	632.00	
190	DEMOLITION OF EXISTING STORM	12,580.00	0.00	0.00	0.00	0.00	0.00	12,580.00	0.00	
191	STORM SEWER TESTING	1,368.90	0.00	0.00	0.00	0.00	0.00	1,368.90	0.00	
192	WELLPOINTS	3,829.54	0.00	3,829.54	0.00	3,829.54	100.00	0.00	382.95	
TOTAL STORM SEWER	125,826.01	77,267.46	3,829.54	0.00	81,097.00	64.45	44,729.01	8,109.71	

WATER MAIN									
193	12" PVC WATER LINE	146,361.60	124,407.36	21,954.24	0.00	146,361.60	100.00	0.00	14,636.16	
194	12" GATE VALVE	22,281.00	22,281.00	0.00	0.00	22,281.00	100.00	0.00	2,228.10	
195	FIRE HYDRANT	30,400.00	28,880.00	0.00	0.00	28,880.00	95.00	1,520.00	2,888.00	
196	2" BLOWOFF ASSEMBLY	1,624.00	860.72	0.00	0.00	860.72	53.00	763.28	86.07	
197	WATER FITTINGS/TEST	22,376.00	12,306.80	5,594.00	0.00	17,900.80	80.00	4,475.20	1,790.08	
TOTAL WATER MAIN	223,042.60	188,735.88	27,548.24	0.00	216,284.12	96.97	6,758.48	21,628.41	
RECLAIM WATER									
198	12" PVC RECLAIM LINE	141,684.48	141,684.48	0.00	0.00	141,684.48	100.00	0.00	14,168.45	
199	16" DIRECTIONAL DRILL	60,840.00	60,840.00	0.00	0.00	60,840.00	100.00	0.00	6,084.00	
200	12" GATE VALVE	28,641.06	28,641.06	0.00	0.00	28,641.06	100.00	0.00	2,864.11	
201	2" BLOWOFF	3,248.00	1,948.80	0.00	0.00	1,948.80	60.00	1,299.20	194.88	
202	RECLAIM FITTINGS/TEST	7,730.00	7,730.00	0.00	0.00	7,730.00	100.00	0.00	773.00	

ITEM	DESCRIPTION	VALUE	APPLICATIONS	THIS PERIOD	MATERIAL	STORED	%	 BALANCE	RETAINAGE	

AIA Type Document
Application and Certification for Payment	Page 13 of27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 15	 DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		TO:
STE 450	PERIOD TO: 5/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	 ARCHITECrs 1726 W BROADWAY		PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED

-	%	

ITEM	DESCRIPTION		VALUE	APPLICATIONS	THIS PERIOD	MATERIAL		STORED	 BALANCE		RETAINAGE

242,143.54	240,844.34	0.00	0.00	240,844.34		99.46	1,299.20	24,084.44	

---·---·-	- ------	-------	------··---- --	-	---- -·---
TOTAL RECLAIM WATER

PAVEMENT		
203	2.5" TYPE SP-9.5 ASPHALT	62,444.16	0.00	0.00	0.00	0.00	0.00	62,444.16	0.00	
204	3" ASPHALT OVERLAY	122,967.80	0.00	0.00	0.00	0.00	0.00	122,967.80	0.00	
205	1O" CRUSHED CONCRETE BASE	67,770.90	0.00	0.00	0.00	0.00	0.00	67,770.90	0.00	
206	12" STABILIZED SUBGRADE	17,140.50	0.00	0.00	0.00	0.00	0.00	17,140.50	0.00	
207	STABILIZED CURB PAD	5,141.50	0.00	0.00	0.00	0.00	0.00	5,141.50	0.00	
208	TYPE F CURB (24")	44,983.75	0.00	0.00	0.00	0.00	0.00	44,983.75	0.00	
209	VALLEY GUTTER	3,328.00	0.00	0.00	0.00	0.00	0.00	3,328.00	0.00	
210	SIDEWALK (4" THICK)	44,696.40	0.00	0.00	0.00	0.00	0.00	44,696.40	0.00	
211	H.C. RAMP	1,920.00	0.00	0.00	0.00	0.00	0.00	1,920.00	0.00	
212	PAVEMENT MARKINGS & SIGNS	27,612.00	0.00	0.00	0.00	0.00	0.00	27,612.00	0.00	
TOTAL PAVEMENT	398,005.01	0.00	0.00	0.00	0.00	0.00	398,005.01	0.00	
LAKE LIZZIE ROAD									
GENERAL CONDITIONS									
213	CONSTRUCTION LAYOUT	12,000.00	6,000.00	2,640.00	0.00	8,640.00	72.00	3,360.00	864.00	
214	CERTIFIED AS-BUilTS	10,000.00	2,600.00	100.00	0.00	2,700.00	27.00	7,300.00	270.00	
215	GEOTECHNICAL TESTING	5,160.00	619.20	825.60	0.00	1,444.80	28.00	3,715.20	144.48	
216	CONSTRUCTION ENTRANCE	7,542.08	7,542.08	0.00	0.00	7,542.08	100.00	0.00	754.21	
217	M.O.T.	10,000.00	5,000.00	5,000.00	0.00	10,000.00	100.00	0.00	1,000.00	
TOTAL GENERAL CONDITIONS	44,702.08	21,761.28	8,565.60	0.00	30,326.88	67.84	14,375.20	3,032.69	

AIA Type Document
Application and Certification for Payment	Page 14 of 27
TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 15	DISTRIBUTION
605 COMMONWEALTH AVENUE	22004	JW	TO:
STE 450	PERIOD TO: 5/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECrs
1726 W BROADWAY	PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:
SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED

%

ITEM	DESCRIPTION	VALUE	APPLICATIONS	THIS PERIOD	MATERIAL	STORED	 BALANCE		RETAINAGE
--	-

GRADING		
218	SILT FENCE	2,689.26	537.85	537.85	0.00	1,075.70	40.00	1,613.56	107.57	
219	EROSION CONTROL
MAINTENANCE	5,000.00	2,750.00	150.00	0.00	2,900.00	58.00	2,100.00	290.00	
220	INLET PROTECTION	626.40	0.00	0.00	0.00	0.00	0.00	626.40	0.00	
221		EXISTING ROADWAY DEMOLITION	9,467.33	9,467.33	0.00	0.00	9,467.33	100.00	0.00	946.73	
222	EXISTING DRIVEWAY REPLACEMEN T	26,732.16	0.00	8,019.65	0.00	8,019.65	30.00	18,712.51	801.97	
223	ROW GRADING	25,158.00	12,579.00	2,515.80	0.00	15,094.80	60.00	10,063.20	1,509.48	
224	ROADWAY GRADING	9,150.00	4,575.00	1,098.00	0.00	5,673.00	62.00	3,477.00	567.30	
225	BAHIA SOD	11,627.78	0.00	0.00	0.00	0.00	0.00	11,627.78	0.00	
TOTAL GRADING	90,450.93	29,909.18	12,321.30	0.00	42,230.48	46.69	48,220.45	4,223.05	
STORM SEWER									
226	18" RCP 6-8	1,075.92	914.53	0.00	0.00	914.53	85.00	161.39	91.45	
227	18" RCP 8-10	2,179.20	2,179.20	0.00	0.00	2,179.20	100.00	0.00	217.92	
228	18" RCP 10-12	1,248.00	1,248.00	0.00	0.00	1,248.00	100.00	0.00	124.80	
229	30" RCP 8-10	43,890.14	43,890.14	0.00	0.00	43,890.14	100.00	0.00	4,389.01	
230	30" RCP 10-12	37,493.28	37,493.28	0.00	0.00	37,493.28	100.00	0.00	3,749.33	
231	TYPE 5 INLET 0-8	9,580.00	8,143.00	0.00	0.00	8,143.00	85.00	1,437.00	814.30	
232	TYPE 5 INLET 8-10	10,490.00	9,441.00	1,049.00	0.00	10,490.00	100.00	0.00	1,049.00	
233	TYPE 5 INLET 10-12	16,910.00	15,219.00	1,691.00	0.00	16,910.00	100.00	0.00	1,691.00	

AIA Type Document
Application and Certification for Payment	Page 15 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 15	 DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		TO:
STE 450	PERIOD TO: 5/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECTS
1726 W BROADWAY	PROJECT NO:
OVIEDO, FL 32765

	
SCHEDULE	
PREVIOUS	
COMPLETED	
STORED	
COMPLETED	
ITEM	DESCRIPTION	VALUE	APPLICATIONS	THIS PERIOD	MATERIAL	STORED  --- - -  o/_o	 -	BALANCE	RETAINAGE	

CONTRACT FOR:	CONTRACT DATE:

234	TYPE 6 INLET 8-10	5,079.00	4,571.10	507.90	0.00	5,079.00	100.00	0.00	507.90	
235	TYPE 6 INLET 10-12	5,972.00	5,374.80	597.20	0.00	5,972.00	100.00	0.00	597.20	
236	STORM SEWER TESTING	4,244.40	0.00	0.00	0.00	0.00	0.00	4,244.40	0.00	
237	WELLPOINTS	11,873.84	11,873.84	0.00	0.00	11,873.84	100.00	0.00	1,187.38	
TOTAL STORM SEWER	150,035.78	140,347.89	3,845.10	0.00	144,192.99	96.11	5,842.79	14,419.29	
WATER MAIN										
238	8" PVC WATER LINE	44,647.44	44,647.44	0.00	0.00	44,647.44	100.00	0.00	4,464.74	
239	8" GATE VALVE	16,280.00	16,280.00	0.00	0.00	16,280.00	100.00	0.00	1,628.00	
240	FIRE HYDRANT	12,160.00	12,160.00	0.00	0.00	12,160.00	100.00	0.00	1,216.00	
241	WATER FITTINGS/TEST	17,533.00	11,747.11	0.00	0.00	11,747.11	67.00	5,785.89	1,174.71	
242	2"BLOWOFF	3,248.00	0.00	0.00	0.00	0.00	0.00	3,248.00	0.00	
TOTAL WATER MAIN	93,868.44	84,834.55	0.00	0.00	84,834.55	90.38	9,033.89	8,483.45	

PAVEMENT										
243	1.5" TYPE SP-12.5 ASPHALT	60,360.32	0.00	0.00	0.00	0.00	0.00	60,360.32	0.00	
244	6" CRUSHED CONCRETE BASE	65,509.30	0.00	49,131.98	0.00	49,131.98	75.00	16,377.32	4,913.20	
245	12" STABILIZED SUBGRADE	16,568.50	13,254.80	3,313.70	0.00	16,568.50	100.00	0.00	1,656.85	
246	STABILIZED CURB PAD	3,042.00	2,433.60	608.40	0.00	3,042.00	100.00	0.00	304.20	
247	TYPE F CURB (24")	37,452.45	0.00	33,332.68	0.00	33,332.68	89.00	4,119.77	3,333.27	
248	VALLEY GUTTER	2,366.00	0.00	0.00	0.00	0.00	0.00	2,366.00	0.00	
249	SIDEWALK (4" THICK)	26,091.60	0.00	0.00	0.00	0.00	0.00	26,091.60	0.00	
250	H.C. RAMP	3,840.00	0.00	0.00	0.00	0.00	0.00	3,840.00	0.00	

AIA Type Document
Application and Certification for Payment	Page 16 of 27

TO (OWNER): HANOVER TYSON, LLC
605 COMMONWEAL TH AVENUE STE 450
ORLANDO, FL 32803

PROJECT: TRINITY PLACE
22004	JW

APPLICATION NO: 15 PERIOD TO: 5/20/2023

DISTRIBUTION TO:
OWNER ARCHITECT CONTRACTOR

FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):
1726 W BROADWAY
OVIEDO, FL 32765

ARCHITECrs PROJECT NO:

CONTRACT FOR:	CONTRACT DATE:

ITEM	

DESCRIPTION	SCHEDULE VALUE	PREVIOUS APPLICATIONS	COMPLETED THIS PERIOD	STORED MATERIAL	COMPLETED STORED	
%	 BALANCE		RETAINAGE	
251	PAVEMENT MARKINGS & SIGNS	
9,098.00	
0.00	
0.00	
0.00	
0.00	
0.00	----

9,098.00	- --·	"

0.00	
TOTAL PAVEMENT	224,328.17	15,688.40	86,386.76	0.00	102,075.16	45.50	122,253.01	10,207.52	
CHANGE ORDER 1									
252	FUEL OVERAGES 3/3/22	594.90	594.90	0.00	0.00	594.90	100.00	0.00	59.49	
253	FUEL OVERAGES 3/8/22	222.60	222.60	0.00	0.00	222.60	100.00	0.00	22.26	
254	FUEL OVERAGES 3/10/22	89.87	89.87	0.00	0.00	89.87	100.00	0.00	8.99	
255	FUEL OVERAGES 3/15/22	60.08	60.08	0.00	0.00	60.08	100.00	0.00	6.01	
TOTAL CHANGE ORDER 1	967.45	967.45	0.00	0.00	967.45	100.00	0.00	96.75	
CHANGE ORDER 2									
256	CREDIT MH24 PRECAST CONCRETE	-13,620.00	-13,620.00	0.00	0.00	-13,620.00	100.00	0.00	-1,362.00	
257	CREDIT MH31 PRECAST CONCRETE	-16,048.00	-16,048.00	0.00	0.00	-16,048.00	100.00	0.00	-1,604.80	
258	ADD POLYMER MH24	32,616.00	31,963.68	0.00	0.00	31,963.68	98.00	652.32	3,196.37	
259	ADD POLYMER MH31	34,097.00	33,415.06	0.00	0.00	33,415.06	98.00	681.94	3,341.51	
TOTAL CHANGE ORDER 2	37,045.00	35,710.74	0.00	0.00	35,710.74	96.40	1,334.26	3,571.08	
CHANGE ORDER 3									
260	ADDITIONAL MUCK REMOVAL	81,500.00	81,500.00	0.00	0.00	81,500.00	100.00	0.00	8,150.00	
TOTAL CHANGE ORDER 3	81,500.00	81,500.00	0.00	0.00	81,500.00	100.00	0.00	8,150.00	
CHANGE ORDER 4									
261		ADDED DEWATERING DUE TO PERMITTING	21,452.79	21,452.79	0.00	0.00	21,452.79	100.00	0.00	2,145.28	
TOTAL CHANGE ORDER 4	21,452.79	21,452.79	0.00	0.00	21,452.79	100.00	0.00	2,145.28	

AIA Type Document
Application and Certification for Payment	Page 17 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 15	DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		 TO:
STE 450	PERIOD TO: 5/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECT'S
1726 W BROADWAY	PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

ITEM	

DESCRIPTION	
SCHEDULE VALUE	
PREVIOUS APPLICATIONS	COMPLETED THIS PERIOD	STORED MATERIAL	
COMPLETED
STORED	%	BALANCE	RETAINAGE	

CHANGE ORDER 5	
262	2 EA- 12" SILENT RUN DEWATERING PUMP FOR 2	12,000.00	12,000.00	0.00	0.00	12,000.00	100.00	0.00	1,200.00	
	MONTHS									
	TOTAL CHANGE ORDER 5	12,000.00	12,000.00	0.00	0.00	12,000.00	100.00	0.00	1,200.00	

CHANGE ORDER 6	
263	FUEL OVERAGES 3/31/22	312.09	312.09	0.00	0.00	312.09	100.00	0.00	31.21	
264	FUEL OVERAGES 4/05/22	1,013.41	1,013.41	0.00	0.00	1,013.41	100.00	0.00	101.34	
265	FUEL OVERAGES 4/07/22	885.76	885.76	0.00	0.00	885.76	100.00	0.00	88.58	
266	FUEL OVERAGES 4/11/22	703.50	703.50	0.00	0.00	703.50	100.00	0.00	70.35	
267	FUEL OVERAGES 4/13/22	1,732.31	1,732.31	0.00	0.00	1,732.31	100.00	0.00	173.23	
268	FUEL OVERAGES 4/14/22	1,333.92	1,333.92	0.00	0.00	1,333.92	100.00	0.00	133.39	
269	FUEL OVERAGES 4/15/22	764.57	764.57	0.00	0.00	764.57	100.00	0.00	76.46	
TOTAL CHANGE ORDER 6	6,745.56	6,745.56	0.00	0.00	6,745.56	100.00	0.00	674.56	
CHANGE ORDER 7									
270	FUEL OVERAGES 4/18/22	1,029.67	1,029.67	0.00	0.00	1,029.67	100.00	0.00	102.97	
271	FUEL OVERAGES 4/20/22	2,535.72	2,535.72	0.00	0.00	2,535.72	100.00	0.00	253.57	
272	FUEL OVERAGES 4/22/22	2,575.32	2,575.32	0.00	0.00	2,575.32	100.00	0.00	257.53	
273	FUEL OVERAGES 4/25/22	1,250.55	1,250.55	0.00	0.00	1,250.55	100.00	0.00	125.06	
274	FUEL OVERAGES 4/27/22	2,609.99	2,609.99	0.00	0.00	2,609.99	100.00	0.00	261.00	
275	FUEL OVERAGES 4/29/22	3,222.18	3,222.18	0.00	0.00	3,222.18	100.00	0.00	322.22	
276	FUEL OVERAGES 5/04/22	3,048.61	3,048.61	0.00	0.00	3,048.61	100.00	0.00	304.86	
277	FUEL OVERAGES 5/06/22	2,744.76	2,744.76	0.00	0.00	2,744.76	100.00	0.00	274.48	

AIA Type Document
Application and Certification for Payment	Page 18 of 27
TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 15	DISTRIBUTION

605 COMMONWEAL TH AVENUE	22004	JW
STE 450

PERIOD TO: 5/20/2023

TO:
OWNER

ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	 ARCHITECTS 1726 W BROADWAY		PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED

%	

	ITEM	DESCRIPTION	VALUE	 APPLICATIONS	 THIS PERIOD	MATERIAL	STORED	 		 BALANCE		RETAINAGE
··-----	----------	---------

278	FUEL OVERAGES 5/09/22	2,356.69	2,356.69	0.00	0.00	2,356.69	100.00	0.00	235.67	
279	FUEL OVERAGES 5/10/22	909.54	909.54	0.00	0.00	909.54	100.00	0.00	90.95	
280	FUEL OVERAGES 5/11/22	2,468.26	2,468.26	0.00	0.00	2,468.26	100.00	0.00	246.83	
281	FUEL OVERAGES 5/13/22	2,470.57	2,470.57	0.00	0.00	2,470.57	100.00	0.00	247.06	
282	FUEL OVERAGES 5/18/22	2,602.69	2,602.69	0.00	0.00	2,602.69	100.00	0.00	260.27	
283	FUEL OVERAGES 5/20/22	2,276.62	2,276.62	0.00	0.00	2,276.62	100.00	0.00	227.66	
284	FUEL OVERAGES 5/23/22	916.03	916.03	0.00	0.00	916.03	100.00	0.00	91.60	
285	FUEL OVERAGES 5/25/22	1,445.41	1,445.41	0.00	0.00	1,445.41	100.00	0.00	144.54	
286	FUEL OVERAGES 5/27/22	1,853.28	1,853.28	0.00	0.00	1,853.28	100.00	0.00	185.33	
287	FUEL OVERAGES 5/31/22	922.70	922.70	0.00	0.00	922.70	100.00	0.00	92.27	
288	FUEL OVERAGES 6/03/22	3,000.47	3,000.47	0.00	0.00	3,000.47	100.00	0.00	300.05	
289	FUEL OVERAGES 6/06/22	1,700.72	1,700.72	0.00	0.00	1,700.72	100.00	0.00	170.07	
290	FUEL OVERAGES 6/08/22	2,552.07	2,552.07	0.00	0.00	2,552.07	100.00	0.00	255.21	
291	FUEL OVERAGES 6/10/22	1,253.95	1,253.95	0.00	0.00	1,253.95	100.00	0.00	125.40	
292	SUBCONTRACTOR FUEL OVERAGES FOR 5/2022	5,556.40	5,556.40	0.00	0.00	5,556.40	100.00	0.00	555.64	
TOTAL CHANGE ORDER 7	51,302.20	51,302.20	0.00	0.00	51,302.20	100.00	0.00	5,130.24	
CHANGE ORDER 8									
293	FUEL OVERAGES 6/15/22	2,235.63	2,235.63	0.00	0.00	2,235.63	100.00	0.00	223.56	
294	FUEL OVERAGES 6/17/22	1,703.74	1,703.74	0.00	0.00	1,703.74	100.00	0.00	170.37	
295	FUEL OVERAGES 6/20/22	1,688.88	1,688.88	0.00	0.00	1,688.88	100.00	0.00	168.89	
296	FUEL OVERAGES 6/21/22	954.26	954.26	0.00	0.00	954.26	100.00	0.00	95.43	

AIA Type Document
Application and Certification for Payment	Page 19 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 15	DISTRIBUTION

605 COMMONWEALTH AVENUE	22004	JW
STE 450

PERIOD TO: 5/20/2023

TO:
OWNER

ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECrS
1726 W BROADWAY	PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED
	ITEM		DESCRIPTION		VALUE	APPLICATIONS   THIS PERIOD	 MATERIAL		STORED
- -·---------·-----·-·	-··-·-·--·--·

  _%	

BALANCE	RETAINAGE

297	FUEL OVERAGES 6/22/22	571.78	571.78	0.00	0.00	571.78	100.00	0.00	57.18	
298	FUEL OVERAGES 6/24/22	1,992.99	1,992.99	0.00	0.00	1,992.99	100.00	0.00	199.30	
299	FUEL OVERAGES 6/28/22	1,912.31	1,912.31	0.00	0.00	1,912.31	100.00	0.00	191.23	
300	FUEL OVERAGES 7/01/22	3,305.84	3,305.84	0.00	0.00	3,305.84	100.00	0.00	330.58	
301	FUEL OVERAGES 7/05/22	1,567.14	1,567.14	0.00	0.00	1,567.14	100.00	0.00	156.71	
302	FUEL OVERAGES 7/07/22	560.71	560.71	0.00	0.00	560.71	100.00	0.00	56.07	
303	FUEL OVERAGES 7/08/22	2,254.17	2,254.17	0.00	0.00	2,254.17	100.00	0.00	225.42	
304	FUEL OVERAGES 7/11/22	1,314.10	1,314.10	0.00	0.00	1,314.10	100.00	0.00	131.41	
305	FUEL OVERAGES 7/12/22	1,331.11	1,331.11	0.00	0.00	1,331.11	100.00	0.00	133.11	
306	FUEL OVERAGES 7/13/22	1,117.11	1,117.11	0.00	0.00	1,117.11	100.00 .	0.00	111.71	
307	FUEL OVERAGES 7/14/22	896.05	896.05	0.00	0.00	896.05	100.00	0.00	89.61	
TOTAL CHANGE ORDER 8	23,405.82	23,405.82	0.00	0.00	23,405.82	100.00	0.00	2,340.58	
CHANGE ORDER 9									
308	FUEL OVERAGES 7/18/22	2,863.89	2,863.89	0.00	0.00	2,863.89	100.00	0.00	286.39	
309	FUEL OVERAGES 7/20/22	2,224.27	2,224.27	0.00	0.00	2,224.27	100.00	0.00	222.43	
310	FUEL OVERAGES 7/25/22	1,713.55	1,713.55	0.00	0.00	1,713.55	100.00	0.00	171.36	
311	FUEL OVERAGES 7/27/22	2,167.93	2,167.93	0.00	0.00	2,167.93	100.00	0.00	216.79	
312	FUEL OVERAGES 7/28/22	1,472.51	1,472.51	0.00	0.00	1,472.51	100.00	0.00	147.25	
313	FUEL OVERAGES 7/29/22	1,666.33	1,666.33	0.00	0.00	1,666.33	100.00	0.00	166.63	
314	FUEL OVERAGES 8/01/22	996.54	996.54	0.00	0.00	996.54	100.00	0.00	99.65	
315	FUEL OVERAGES 8/03/22	1,245.64	1,245.64	0.00	0.00	1,245.64	100.00	0.00	124.56	

AIA Type Document
Application and Certification for Payment	Page 20 of 27
TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 15	DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		 TO:
STE 450	PERIOD TO: 5/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECTS 1726 W BROADWAY		 PROJECT NO:
OVIEDO, FL 32765

ITEM	 DESCRIPTION	
----·---- -	VALUE	APPLICATIONS	THIS PERIOD 	

---	MATERIAL
-	·--		STORED		_%		  BALANCE		RETAINAGE
-- -------	
316	FUEL OVERAGES 8/05/22	1,375.12	1,375.12	0.00		0.00	1,375.12	100.00	0.00	137.51	
317	FUEL OVERAGES 8/08/22	907.01	907.01	0.00		0.00	907.01	100.00	0.00	90.70	
TOTAL CHANGE ORDER 9	16,632.79	16,632.79	0.00		0.00	16,632.79	100.00	0.00	1,663.27	
CHANGE ORDER 10										
318		INTERMITTENT PUMP OPERATION - 6" RENTAL	6,716.40	6,716.40	0.00		0.00	6,716.40	100.00	0.00	671.64	
TOTAL CHANGE ORDER 10	6,716.40	6,716.40	0.00		0.00	6,716.40	100.00	0.00	671.64	

CHANGE ORDER 11										
319	POLYMER RISER CORE DRILL	
593.75	
593.75	
0.00	
0.00	
593.75	
100.00	
0.00	
59.38	
320	96" X 8' RISER POLYMER	35,092.50	35,092.50	0.00	0.00	35,092.50	100.00	0.00	3,509.25	
TOTAL CHANGE ORDER 11	35,686.25	35,686.25	0.00	0.00	35,686.25	100.00	0.00	3,568.63	

CHANGE ORDER 12										
321	INSTALL SILT FENCE	
1,463.00	
0.00	
0.00	
0.00	
0.00	
0.00	
1,463.00	
0.00	
322	GEOTECHNICAL TESTING	500.00	500.00	0.00	0.00	500.00	100.00	0.00	50.00	
323	CONSTRUCTION LAYOUT	350.00	350.00	0.00	0.00	350.00	100.00	0.00	35.00	
324	INLET PROTECTION	469.80	0.00	469.80	0.00	469.80	100.00	0.00	46.98	
325	INSTALL 24" RCP	80,869.28	80,869.28	0.00	0.00	80,869.28	100.00	0.00	8,086.93	
326	INSTALL STORM STRUCTURES:	13,521.00	13,521.00	0.00	0.00	13,521.00	100.00	0.00	1,352.10	
327	STORM SEWER TESTING	3,531.60	1,765.80	1,765.80	0.00	3,531.60	100.00	0.00	353.16	
328	TRACT GRADING	2,372.50	1,660.75	0.00	0.00	1,660.75	70.00	711.75	166.08	
329	SEED & MULCH	270.00	0.00	0.00	0.00	0.00	0.00	270.00	0.00	
330	BAHIA SOD	6,884.50	0.00	0.00	0.00	0.00	0.00	6,884.50	0.00	

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED

□-INLET S-76, S-87, S-88

AIA Type Document
Application and Certification for Payment	Page 21 of 27
TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 15	 DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		TO:
STE450	PERIOD TO: 5/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECrs
1726 W BROADWAY	PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED
ITEM	DESCRIPTION		VALUE	 APPLICATIONS	 THIS PERIOD	 MATERIAL		STORED	-	% -	BALANCE

RETAINAGE
-

TOTAL CHANGE ORDER 12	110,231.68	98,666.83	2,235.60	0.00	100,902.43	91.54	9,329.25	10,090.25

CHANGE ORDER 13

331	FUEL OVERAGES 8/10/22	1,045.69	1,045.69	0.00	0.00	1,045.69	100.00	0.00	104.57	
332	FUEL OVERAGES 8/12/22	1,706.41	1,706.41	0.00	0.00	1,706.41	100.00	0.00	170.64	
333	FUEL OVERAGES 8/15/22	1,452.92	1,452.92	0.00	0.00	1,452.92	100.00	0.00	145.29	
334	FUEL OVERAGES 8/16/22	280.29	280.29	0.00	0.00	280.29	100.00	0.00	28.03	
335	FUEL OVERAGES 8/19/22	2,161.30	2,161.30	0.00	0.00	2,161.30	100.00	0.00	216.13	
336	FUEL OVERAGES 8/22/22	1,408.21	1,408.21	0.00	0.00	1,408.21	100.00	0.00	140.82	
337	FUEL OVERAGES 8/24/22	2,181.74	2,181.74	0.00	0.00	2,181.74	100.00	0.00	218.17	
338	FUEL OVERAGES 8/26/22	1,074.18	1,074.18	0.00	0.00	1,074.18	100.00	0.00	107.42	
339	FUEL OVERAGES 8/29/22	909.91	909.91	0.00	0.00	909.91	100.00	0.00	90.99	
340	FUEL OVERAGES 8/31/22	1,542.62	1,542.62	0.00	0.00	1,542.62	100.00	0.00	154.26	
341	FUEL OVERAGES 9/02/22	1,226.09	1,226.09	0.00	0.00	1,226.09	100.00	0.00	122.61	
342	FUEL OVERAGES 9/06/22	1,131.60	1,131.60	0.00	0.00	1,131.60	100.00	0.00	113.16	
343	FUEL OVERAGES 9/07/22	599.22	599.22	0.00	0.00	599.22	100.00	0.00	59.92	
344	FUEL OVERAGES 9/09/22	1,481.33	1,481.33	0.00	0.00	1,481.33	100.00	0.00	148.13	
345	FUEL OVERAGES 9/12/22	1,226.33	1,226.33	0.00	0.00	1,226.33	100.00	0.00	122.63	
	TOTAL CHANGE ORDER 13	19,427.84	19,427.84	0.00	0.00	19,427.84	100.00	0.00	1,942.77	

CHANGE ORDER 14	
346	SLOPE EROSION	2,468.00	
2,468.00	
0.00	
0.00	
2,468.00	
100.00	
0.00	
246.80	
347	SILT FENCE & WASH OUT REPAIR	9,750.00	9,750.00	0.00	0.00	9,750.00	100.00	0.00	975.00	

AIA Type Document
Application and Certification for Payment	Page 22 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 15	DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		 TO:
STE 450	PERIOD TO: 5/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECT'S
1726 W BROADWAY	PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED

	%_

	ITEM		DESCRIPTION	VALUE	 APPLICATIONS	THIS PERIOD	MATERIAL	STORED		 BALANCE		RETAINAGE
---·--- - ----·----	--· ---- ---

348	REPLACE SILT FENCE	700.80	700.80	0.00	0.00	700.80	100.00	0.00	70.08	
349		STORM LINE CLEANING (800' LIMIT)	1,400.00	1,400.00	0.00	0.00	1,400.00	100.00	0.00	140.00	
350	STORM INLET CLEANING	1,300.00	1,300.00	0.00	0.00	1,300.00	100.00	0.00	130.00	
TOTAL CHANGE ORDER 14	15,618.80	15,618.80	0.00	0.00	15,618.80	100.00	0.00	1,561.88	

CHANGE ORDER 15									
351	INTERMITTENT PUMP RENTAL - 6" RENTAL	
6,716.40	
6,716.40	
0.00	
0.00	
6,716.40	100.00	
0.00	671.64	
	TOTAL CHANGE ORDER 15	6,716.40	6,716.40	0.00	0.00	6,716.40	100.00	0.00	671.64	

CHANGE ORDER 16	
352	FUEL OVERAGES 9/21/22	
1,149.75	
1,149.75	
0.00	0.00	1,149.75	100.00	0.00	114.98	
353	FUEL OVERAGES 9/23/22	795.94	795.94	0.00	0.00	795.94	100.00	0.00	79.59	
354	FUEL OVERAGES 9/30/22	327.61	327.61	0.00	0.00	327.61	100.00	0.00	32.76	
355	FUEL OVERAGES 10/04/22	742.24	742.24	0.00	0.00	742.24	100.00	0.00	74.22	
356	FUEL OVERAGES 10/06/22	638.58	638.58	0.00	0.00	638.58	100.00	0.00	63.86	
357	FUEL OVERAGES 10/10/22	605.50	605.50	0.00	0.00	605.50	100.00	0.00	60.55	
358	FUEL OVERAGES 10/13/22	1,763.35	1,763.35	0.00	0.00	1,763.35	100.00	0.00	176.34	
359	FUEL OVERAGES 10/17/22	1,344.31	1,344.31	0.00	0.00	1,344.31	100.00	0.00	134.43	
360	FUEL OVERAGES 10/20/22	1,296.65	1,296.65	0.00	0.00	1,296.65	100.00	0.00	129.67	
361	FUEL OVERAGES 10/24/22	622.68	622.68	0.00	0.00	622.68	100.00	0.00	62.27	
362	FUEL OVERAGES 10/27/22	1,806.06	1,806.06	0.00	0.00	1,806.06	100.00	0.00	180.61	
	TOTAL CHANGE ORDER 16	11,092.67	11,092.67	0.00	0.00	11,092.67	100.00	0.00	1,109.28	

CHANGE ORDER 17

AIA Type Document
Application and Certification for Payment	Page 23 of27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 15	DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		 TO:
STE 450	PERIOD TO: 5/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECT'S
1726 W BROADWAY	PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

ITEM	

DESCRIPTION	SCHEDULE
VALUE	PREVIOUS APPLICATIONS	COMPLETED THIS PERIOD	STORED MATERIAL	COMPLETED STORED	
%	 BALANCE	RETAINAGE		
---------
363	------
FUEL OVERAGES 12/01/22	
709.94	
709.94	···- -
0.00	-----
0.00	
709.94	
100.00	
0.00	
70.99	
364	FUEL OVERAGES 12/05/22	383.53	383.53	0.00	0.00	383.53	100.00	0.00	38.35	
365	FUEL OVERAGES 12/08/22	461.01	461.01	0.00	0.00	461.01	100.00	0.00	46.10	
366	FUEL OVERAGES 12/12/22	299.50	299.50	0.00	0.00	299.50	100.00	0.00	29.95	
367	FUEL OVERAGES 12/15/22	667.33	667.33	0.00	0.00	667.33	100.00	0.00	66.73	
368	FUEL OVERAGES 12/19/22	172.92	172.92	0.00	0.00	172.92	100.00	0.00	17.29	
369	FUEL OVERAGES 12/22/22	480.08	480.08	0.00	0.00	480.08	100.00	0.00	48.01	
370	FUEL OVERAGES 1/5/23	597.00	597.00	0.00	0.00	597.00	100.00	0.00	59.70	
371	FUEL OVERAGES 1/9/23	538.00	538.00	0.00	0.00	538.00	100.00	0.00	53.80	
372	FUEL OVERAGES 1/12/23	1,019.18	1,019.18	0.00	0.00	1,019.18	100.00	0.00	101.92	
373	FUEL OVERAGES 1/16/23	833.84	833.84	0.00	0.00	833.84	100.00	0.00	83.38	
374	FUEL OVERAGES 1/19/23	1,318.78	1,318.78	0.00	0.00	1,318.78	100.00	0.00	131.88	
375	FUEL OVERAGES 1/23/23	699.02	699.02	0.00	0.00	699.02	100.00	0.00	69.90	
376	FUEL OVERAGES 1/25/23	654.22	654.22	0.00	0.00	654.22	100.00	0.00	65.42	
377	FUEL OVERAGES 1/30/23	1,319.69	1,319.69	0.00	0.00	1,319.69	100.00	0.00	131.97	
	TOTAL CHANGE ORDER 17	10,154.04	10,154.04	0.00	0.00	10,154.04	100.00	0.00	1,015.39	
CHANGE ORDER 18	
378		1X3" SCH40 GREY ELECTRICAL (69 EA, PRIMARY & SECONDARY)	59,392.80	59,392.80	0.00	0.00	59,392.80	100.00	0.00	5,939.28	
379		1X6" SCH40 GREY ELECTRICAL (3 EA)	6,438.90	6,438.90	0.00	0.00	6,438.90	100.00	0.00	643.89	
380	2X6" SCH40 GREY ELECTRICAL (6EA)	25,623.00	25,623.00	0.00	0.00	25,623.00	100.00	0.00	2,562.30	

AIA Type Document
Application and Certification for Payment	Page 24 of 27

TO (OWNER): HANOVER TYSON, LLC
605 COMMONWEALTH AVENUE STE 450
ORLANDO, FL 32803

FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.
1726 W BROADWAY
OVIEDO, FL 32765

PROJECT: TRINITY PLACE
22004	JW

VIA (ARCHITECT):

APPLICATION NO: 15 PERIOD TO: 5/20/2023

ARCHITECTS PROJECT NO:

DISTRIBUTION TO:
OWNER ARCHITECT CONTRACTOR

CONTRACT FOR:	CONTRACT DATE:

	%

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED
	ITEM		DESCRIPTION		VALUE	APPLICATIONS	THIS PERIOD	 MATERIAL 	STORED	 BALANCE		RETAINAGE
-  ------ ----------- -	.------·--·	---·	-- .

381		1X2" SCH40 WHITE IRRIGATION (42 EA)	7,692.00	7,692.00	0.00	0.00	7,692.00	100.00	0.00	769.20	
382	1X4" SCH40 WHITE IRRIGATION (6 EA)	3,079.70	3,079.70	0.00	0.00	3,079.70	100.00	0.00	307.97	
TOTAL CHANGE ORDER 18	102,226.40	102,226.40	0.00	0.00	102,226.40	100.00	0.00	10,222.64	

CHANGE ORDER 19									
383	FUEL OVERAGES 10/31/22	
1,157.63	
1,157.63	
0.00	
0.00	
1,157.63	
100.00	
0.00	
115.76	
384	FUEL OVERAGES 11/03/22	1,406.53	1,406.53	0.00	0.00	1,406.53	100.00	0.00	140.65	
385	FUEL OVERAGES 11/14/22	1,672.46	1,672.46	0.00	0.00	1,672.46	100.00	0.00	167.25	
386	FUEL OVERAGES 11/17/22	1,222.10	1,222.10	0.00	0.00	1,222.10	100.00	0.00	122.21	
387	FUEL OVERAGES 11/21/22	333.77	333.77	0.00	0.00	333.77	100.00	0.00	33.38	
388	FUEL OVERAGES 11/23/22	793.06	793.06	0.00	0.00	793.06	100.00	0.00	79.31	
389	FUEL OVERAGES 11/29/22	474.32	474.32	0.00	0.00	474.32	100.00	0.00	47.43	
	TOTAL CHANGE ORDER 19	7,059.87	7,059.87	0.00	0.00	7,059.87	100.00	0.00	705.99	

CHANGE ORDER 20	
390	SURVEY LABOR	
10,150.00	
9,135.00	
1,015.00	
0.00	
10,150.00	
100.00	
0.00	
1,015.00	
391	MATERIALS	1,200.00	1,200.00	0.00	0.00	1,200.00	100.00	0.00	120.00	
TOTAL CHANGE ORDER 20	11,350.00	10,335.00	1,015.00	0.00	11,350.00	100.00	0.00	1,135.00	

CHANGE ORDER 21	
392	ADDED 2" SERVICE (ADJACENT LAKE LIZZIE ENTRANCE)	
3,540.00	
0.00	
0.00	
0.00	
0.00	
0.00	
3,540.00	
0.00	
	TOTAL CHANGE ORDER 21	3,540.00	0.00	0.00	0.00	0.00	0.00	3,540.00	0.00	

CHANGE ORDER 22

AIA Type Document
Application and Certification for Payment	Page 25 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 15	 DISTRIBUTION 605 COMMONWEAL TH AVENUE		22004	JW		TO:
STE450	PERIOD TO: 5/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECrs
1726 W BROADWAY	PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED

393	STORM MANHOLE 10-12 (S-93A)	
6,813.00	
6,131.70	
0.00	
0.00	
6,131.70		
90.00	
681.30	
613.17	
394	30" RCP 10-12	781.11	781.11	0.00	0.00	781.11		100.00	0.00	78.11	
395	BYPASS ROAD INSTALLATION- LABOR & EQUIPMENT	2,325.00	2,325.00	0.00	0.00	2,325.00		100.00	0.00	232.50	
396	MATERIAL COST (STABILIZER)	8,950.00	8,950.00	0.00	0.00	8,950.00		100.00	0.00	895.00	
397		ADDITIONAL PUMP & WELLPOINT$ (15 DY)	11,371.30	11,371.30	0.00	0.00	11,371.30		100.00	0.00	1,137.13	
TOTAL CHANGE ORDER 22	30,240.41	29,559.11	0.00	0.00	29,559.11		97.75	681.30	2,955.91	
CHANGE ORDER 23										
398	GEOTECHNICAL TESTING	
6,156.89	0.00	
0.00	0.00	0.00	0.00	6,156.89	0.00	
399	M.O.T.	17,054.39	0.00	0.00	0.00	0.00	0.00	17,054.39	0.00	
400	SILT FENCE	1,881.95	0.00	0.00	0.00	0.00	0.00	1,881.95	0.00	
401	DRIVEWAY REMOVAL	2,549.76	0.00	0.00	0.00	0.00	0.00	2,549.76	0.00	
402	MISC R.O.W. CLEARING	12,268.00	0.00	0.00	0.00	0.00	0.00	12,268.00	0.00	
403	ROAD GRADING	2,340.00	0.00	0.00	0.00	0.00	0.00	2,340.00	0.00	
404	R.O.W. GRADING	5,595.00	0.00	0.00	0.00	0.00	0.00	5,595.00	0.00	
405	SIDEWALK/MISC CONCRETE
GRADING	1,616.90	0.00	0.00	0.00	0.00	0.00	1,616.90	0.00	
406	BAHIA SOD FOR ROW	3,144.39	0.00	0.00	0.00	0.00	0.00	3,144.39	0.00	
407	18" RCP 0-6	3,364.43	0.00	0.00	0.00	0.00	0.00	3,364.43	0.00	
408	24" RCP 0-6	5,653.35	0.00	0.00	0.00	0.00	0.00	5,653.35	0.00	
409	P-5 INLET 0-8	6,822.00	0.00	0.00	0.00	0.00	0.00	6,822.00	0.00	
410	P-6 INLET 0-8	7,380.00	0.00	0.00	0.00	0.00	0.00	7,380.00	0.00	

	ITEM		DESCRIPTION		VALUE	APPLICATIONS	THIS PERIOD	MATERIAL		STORED		%	BALANCE	RETAINAGE

AIA Type Document
Application and Certification for Payment	Page 26 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 15	 DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		TO:
STE450	PERIOD TO: 5/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	 ARCHITECrs 1726 W BROADWAY		PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED

%

	ITEM	DESCRIPTION		VALUE	 APPLICATIONS	THIS PERIOD	 MATERIAL		STORED			BALANCE		RETAINAGE
- -------	----··--·	------

411	TYPE C INLET 0-8	7,316.00	0.00	0.00	0.00	0.00	0.00	7,316.00	0.00	
412	24"M.E.S.	5,458.00	0.00	0.00	0.00	0.00	0.00	5,458.00	0.00	
413	STORM SEWER TESTING	1,500.00	0.00	0.00	0.00	0.00	0.00	1,500.00	0.00	
414	WELLPOINTS	2,000.00	0.00	0.00	0.00	0.00	0.00	2,000.00	0.00	
415	ASPHALT MILLING	9,200.00	0.00	0.00	0.00	0.00	0.00	9,200.00	0.00	
416	ASPHALT OVER-BUILD	36,750.00	0.00	0.00	0.00	0.00	0.00	36,750.00	0.00	
417	3"OVERLAY	52,053.45	0.00	0.00	0.00	0.00	0.00	52,053.45	0.00	
418	2.5" TYPE SP-12.5 ASPHALT	14,100.84	0.00	0.00	0.00	0.00	0.00	14,100.84	0.00	
419	1O" CRUSH CONC BASE	16,136.64	0.00	0.00	0.00	0.00	0.00	16,136.64	0.00	
420	12" STABILIZED SUBGRADE	3,042.00	0.00	0.00	0.00	0.00	0.00	3,042.00	0.00	
421	STABILIZED CURB PAD	2,132.00	0.00	0.00	0.00	0.00	0.00	2,132.00	0.00	
422	TYPE F CURB (24")	14,518.90	0.00	0.00	0.00	0.00	0.00	14,518.90	0.00	
423	DRIVEWAY REPLACEMENT	12,858.00	0.00	0.00	0.00	0.00	0.00	12,858.00	0.00	
424	PAVEMENT MARKINGS	28,884.30	0.00	0.00	0.00	0.00	0.00	28,884.30	0.00	
TOTAL CHANGE ORDER 23

CHANGE ORDER 24	281,777.19	0.00	0.00	0.00	0.00	0.00	281,777.19	0.00	
425	3" ASPHALT OVERLAY	
-122,967.80	
0.00	
0.00	
0.00	
0.00	
0.00	
-122,967.80	
0.00	
426	2.5' TYPE SP-12.5 ASPHALT	-62,444.16	0.00	0.00	0.00	0.00	0.00	-62,444.16	0.00	
427	ASPHALT MILLING	7,500.00	0.00	0.00	0.00	0.00	0.00	7,500.00	0.00	
428	2.5" TYPE SP-12.5 ASPHALT	79,452.81	0.00	0.00	0.00	0.00	0.00	79,452.81	0.00	
429	3" ASPHALT OVERLAY	154,010.65	0.00	0.00	0.00	0.00	0.00	154,010.65	0.00	

AIA Type Document
Application and Certification for Payment	Page 27 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 15	DISTRIBUTION 605 COMMONWEAL TH AVENUE		22004	JW		 TO:
STE 450	PERIOD TO: 5/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	 ARCHITECT'S 1726 W BROADWAY		PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED

%

	ITEM		DESCRIPTION		VALUE	 APPLICATIONS	 THIS PERIOD	MATERIAL		STORED	 BALANCE	RETAINAGE	
-·---- -

430	ASPHALT OVERBUILD	78,750.00	0.00	0.00	0.00	0.00	0.00	78,750.00	0.00
TOTAL CHANGE ORDER 24	134,301.50	0.00	0.00	0.00	0.00	0.00	134,301.50	0.00
CHANGE ORDER 25

0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	
2,889.90	2,889.90	
0.00	
0.00	2,889.90	100.00	0.00	288.99	
3,853.75	3,853.75	0.00	0.00	3,853.75	100.00	0.00	385.38	
0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	
30,676.25	0.00	0.00	0.00	0.00	0.00	30,676.25	0.00	
0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	
6,300.08	6,300.08	0.00	0.00	6,300.08	100.00	0.00	630.01	
2,857.62	1,285.93	0.00	0.00	1,285.93	45.00	1,571.69	128.59	

STORM PLAN DISCREPANCIES
MANHOLE0-8
D BOX 0-6
RECREATION AREA
ADDITIONAL SIDEWALK
	SOUTHWEST CORRUGATED STORM TIE-IN
18"ADS HD
18' YARD DRAIN
CONNECT TO EXISTING	3,200.00	0.00	0.00	0.00	0.00	0.00	3,200.00	0.00
TOTAL CHANGE ORDER 25	49,777.60	14,329.66	0.00	0.00	14,329.66	28.79	35,447.94	1,432.97

REPORT TOTALS	$12,269,358.62	$9,174,261.18	$396,544.25	$0.00	$9,570,805.43	78.01	$2,698,553.19	$957,080.68

AIA Type Document
Application and Certification for Payment	Page 1 of 27

TO (OWNER): HANOVER TYSON, LLC
605 COMMONWEALTH AVENUE STE 450
ORLANDO, FL 32803

PROJECT: TRINITY PLACE
22004	JW

APPLICATION NO: 16
PERIOD TO:6/20/2023

DISTRIBUTION
TO:
OWNER ARCHITECT CONTRACTOR

FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.
1726 W BROADWAY
OVIEDO, FL 32765

VIA (ARCHITECT):	ARCHITECT'S
PROJECT NO:

CONTRACT FOR:	CONTRACT DATE:

CONTRACTOR'S APPLICATION FOR PAYMENT
Application is made for Payment, as shown below, in connection with the Contract. Continuation Sheet, AIA Type Document is attached.

The Undersigned Contractor certifies that to the best of the Contractor's knowledge, information and belief the work covered by this application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the owner, and that
current payment shown herein is now due.

ORIGINAL CONTRACT SUM ................ _.	$	11-,18-2,3-89.-96

Net Change by Change Orders	................ $	1_,0_8_6_,9_6_8_.6_6

CONTRACT SUM TO DATE (Line 1 + 2)........... $ -------12, 26-9,3-58.-62
TOTAL COMPLETED AND STORED TO DATE ...... $ 	1_0_,0_2_0,_0_10_.5_3

CONTRACTOR: SWELL CONSTRUCTION GROUP INC.

OVIEDO, FL 32765

By:	Date:	I, -  Z tJ - Z.. .5 

RETAINAGE:
-- 10 .0 0 % of Completed Work

		0=·=00 % of Stored Material

$ 	 1,_00_2_,0_0_1_.1_8

$	0.0-0

State of: FL

County of: SEMINOLE

Total retainage (Line Sa + Sb) .................... $	1-,00-2,0-01.-18

-----------

TOTAL EARNED LESS RETAINAGE .............. $	9,018,009.35
(Line 4 less Line 5 Total)
LESS PREVIOUS CERTIFICATES FOR PAYMENT
(Line 6 from prior Certificate) .....................$ 	8,_6_13_,_72_4_7. _5

-----------

CURRENT PAYMENT DUE . . . . . . ...............$	404,284.60
BALANCE TO FINISH, INCLUDING RETAINAGE

CHANGE ORDER SUMMARY	ADDITIONS	DEDUCTIONS	
Total changes approved in previous months by Owner	
1,302,048.62	
-215,079.96	

Total approved this Month	
0.00	
0.00	
TOTALS	1,302,048.62	-215,079.96	
NET CHANGES by Change Order	1,086,968.66		

(Line 3 less Line 6)	$	 3..:..,2_5_1.:...,3_4_9_.2_7

In Accordance with the Contract Documents, based on on-si e observations and the data com­ prising the above application, the Architect certifies to owner that to the best of the Architect's knowledge, information and belief the Work has progressed as indicated.the quality of the work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED.

Subscribed and{Sjjn to b fore me this

Notary Public:

JI. }'J(,,,LJU..U i..tc,V"IANY""-"Y"'-"".,..,IV"',l"l'W1'f'V.	,.

My Commission Expires :

AMOUNT CERTIFIED ............................... $ ---------
(Attach explanation if amount certified differs from the amount applied. Initial all figures on this Application and on the Continuation Sheet that are changed to conform to the amount certified.)
ARCHITECT:
By:		 Date:		

This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, Payment and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract.

AIA Type Document
Application and Certification for Payment	Page 2 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 16	 DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		TO:
STE 450	PERIOD TO: 6/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	 ARCHITECT'S 1726 W BROADWAY		PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED

_ _%_ _

	ITEM		DESCRIPTION		VALUE	 APPLICATIONS	 THIS PERIOD	MATERIAL		STORED	 BALANCE		RETAINAGE
--	·--·-----	- -  ----- --
GENERAL CONDITIONS

49,371.00	45,915.03	987.42	0.00	46,902.45	95.00	2,468.55	4,690.25	
37,260.00	32,788.80	745.20	0.00	33,534.00	90.00	3,726.00	3,353.40	
34,776.00	24,343.20	1,391.04	0.00	25,734.24	74.00	9,041.76	2,573.42	
63,000.00	52,920.00	1,260.00	0.00	54,180.00	86.00	8,820.00	5,418.00	
7,542.08	7,542.08	0.00	0.00	7,542.08	100.00	0.00	754.21	
12,500.00	10,875.00	375.00	0.00	11,250.00	90.00	1,250.00	1,125.00	
6,053.34	6,053.34	0.00	0.00	6,053.34	100.00	0.00	605.33	
210,502.42	180,437.45	4,758.66	0.00	185,196.11	87.98	25,306.31	18,519.61	

19,776.67	
16,810.17	
791.07	
0.00	
17,601.24	
89.00	
2,175.43	
1,760.12	
12,271.13	10,185.04	613.55	0.00	10,798.59	88.00	1,472.54	1,079.86	
11,358.20	11,358.20	0.00	0.00	11,358.20	100.00	0.00	1,135.82	
10,022.40	0.00	4,008.96	0.00	4,008.96	40.00	6,013.44	400.90	
252,000.00	252,000.00	0.00	0.00	252,000.00	100.00	0.00	25,200.00	
27,961.92	27,961.92	0.00	0.00	27,961.92	100.00	0.00	2,796.19	
296,144.00	296,144.00	0.00	0.00	296,144.00	100.00	0.00	29,614.40	
529,551.84	529,551.84	0.00	0.00	529,551.84	100.00	0.00	52,955.18	
116,769.50	116,769.50	0.00	0.00	116,769.50	100.00	0.00	11,676.95	
16,857.75	15,171.98	842.88	0.00	16,014.86	95.00	842.89	1,601.49	

MOBILIZATION

CONSTRUCTION LAYOUT
CERTIFIED AS-BUilTS
GEOTECHNICAL TESTING
CONSTRUCTION ENTRANCE
SECURITY
M.O.T.

TOTAL GENERAL CONDITIONS

EARTHWORK

	EROSION CONTROL MAINTENANCE
SWPPP
SILT FENCE
INLET PROTECTION

CLEAR & GRUB (BURN DEBRIS ONSITE)
DISK SITE
DEWATERING

EXCAVATION TO EMBANKMENT ONSITE
MUCK EXCAVATION (TO REMAIN ONSITE)
TRACT GRADING

AIA Type Document
Application and Certification for Payment	Page 3 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 16	DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		 TO:
STE 450	PERIOD TO: 6/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECrS
1726 W BROADWAY	PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED
ITEM	DESCRIPTION		VALUE	 APPLICATIONS	THIS PERIOD	MATERIAL		STORED	
---------	-------- ------ --	·-·--

-·   %	--

  BALANCE	RETAINAGE	
---------

18	POND GRADING	36,297.30	36,297.30	0.00	0.00	36,297.30	100.00	0.00	3,629.73
19	PAD GRADING (PHASE 1)	86,388.73	86,388.73	0.00	0.00	86,388.73	100.00	0.00	8,638.87
20	MASS PAD GRADING (PHASE 2)	26,409.58	26,409.58	0.00	0.00	26,409.58	100.00	0.00	2,640.96

12,651.60	9,741.73	379.55	0.00	10,121.28	80.00	2,530.32	1,012.13	
15,379.00	13,841.10	615.16	0.00	14,456.26	94.00	922.74	1,445.63	

R.O.W. GRADING
ROADWAY GRADING
BAHIA SOD	60,738.15	39,479.80	0.00	0.00	39,479.80	65.00	21,258.35	3,947.98

33,480.00	5,356.80	24,440.40	0.00	29,797.20	89.00	3,682.80	2,979.72	
22,680.00	19,278.00	0.00	0.00	19,278.00	85.00	3,402.00	1,927.80	
68,696.10	0.00	0.00	0.00	0.00	0.00	68,696.10	0.00	
20,310.00	0.00	0.00	0.00	0.00	0.00	20,310.00	0.00	

SEED & MULCH
	SEED & MULCH PASS 2 MASS GRADE AREA
RETAINING WALL
RETAINING WALL GROUT
RETAINING WALL PERMIT	4,080.00	4,080.00	0.00	0.00	4,080.00	100.00	0.00	408.00

TOTAL EARTHWORK	1,694,253.92	1,516,825.69	31,691.57	0.00	1,548,517.26	91.40	145,736.66	154,851.73	
	
30,089.80	
30,089.80	
0.00	
0.00	
30,089.80	
100.00	
0.00	
3,008.98	
	12,503.28	12,503.28	0.00	0.00	12,503.28	100.00	0.00	1,250.33	

14,430.05	0.00	0.00	0.00	0.00	0.00	14,430.05	0.00	

RETAINING WALL FALL PROTECTION

STORM SEWER
15" RCP 0-6
15" RCP 6-8
15" RCP 8-10	3,559.78	3,559.78	0.00	0.00	3,559.78	100.00	0.00	355.98
18" RCP 0-6	20,877.56	20,877.56	0.00	0.00	20,877.56	100.00	0.00	2,087.76
18" RCP 6-8	15,331.86	15,331.86	0.00	0.00	15,331.86	100.00	0.00	1,533.19
18" RCP 8-10	26,377.40	26,377.40	0.00	0.00	26,377.40	100.00	0.00	2,637.74
18" RCP 10-12	6,864.00	6,864.00	0.00	0.00	6,864.00	100.00	0.00	686.40

AIA Type Document
Application and Certification for Payment	Page 4 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 16	DISTRIBUTION
605 COMMONWEAL TH AVENUE	22004	JW	TO:
STE 450	PERIOD TO: 6/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	 ARCHITECT'S 1726 W BROADWAY		PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE		PREVIOUS		COMPLETED		STORED	 COMPLETED ITEM	DESCRIPTION	VALUE	APPLICATIONS	 THIS PERIOD	 MATERIAL	 STORED 
---- ---- -------·- --------- ---·---- ----	--------

- _ 	o/o - -

  BALANCE		RETAINAGE
----------------

37	24" RCP 6-8	
38	24" RCP 8-10	
39	24" RCP 10-12	
40	24" RCP 12-14	
41	30" RCP 8-10	
42	30" RCP 10-12	
43	30" RCP 12-14	
44	36" RCP 10-12	
45	36" RCP 14-16	
46	42" RCP 6-8	
47	42" RCP 8-10	
48	42" RCP 10-12	
49	42" RCP 12-14	
50	42" RCP 14-16	
51	42" RCP 16-18	
52	48" RCP 12-14	
53	48" RCP 14-16	
54	48" RCP 16-18	
55	54" RCP 16-18	
56	54" RCP 18-20	
57	60" RCP 16-18	

 	
36,629.45	36,629.45	0.00	0.00	36,629.45	100.00	0.00	3,662.95	
30,218.30	30,218.30	0.00	0.00	30,218.30	100.00	0.00	3,021.83	
56,557.73	56,557.73	0.00	0.00	56,557.73	100.00	0.00	5,655.77	
11,305.17	11,305.17	0.00	0.00	11,305.17	100.00	0.00	1,130.52	
18,047.49	18,047.49	0.00	0.00	18,047.49	100.00	0.00	1,804.75	
18,139.11	18,139.11	0.00	0.00	18,139.11	100.00	0.00	1,813.91	
21,776.11	21,776.11	0.00	0.00	21,776.11	100.00	0.00	2,177.61	
24,056.00	24,056.00	0.00	0.00	24,056.00	100.00	0.00	2,405.60	
17,166.08	17,166.08	0.00	0.00	17,166.08	100.00	0.00	1,716.61	
50,547.63	50,547.63	0.00	0.00	50,547.63	100.00	0.00	5,054.76	
43,356.00	43,356.00	0.00	0.00	43,356.00	100.00	0.00	4,335.60	
28,055.61	28,055.61	0.00	0.00	28,055.61	100.00	0.00	2,805.56	
8,057.49	8,057.49	0.00	0.00	8,057.49	100.00	0.00	805.75	
27,100.98	27,100.98	0.00	0.00	27,100.98	100.00	0.00	2,710.10	
21,911.25	21,911.25	0.00	0.00	21,911.25	100.00	0.00	2,191.13	
25,102.11	25,102.11	0.00	0.00	25,102.11	100.00	0.00	2,510.21	
102,275.72	102,275.72	0.00	0.00	102,275.72	100.00	0.00	10,227.57	
17,768.16	17,768.16	0.00	0.00	17,768.16	100.00	0.00	1,776.82	
59,036.46	59,036.46	0.00	0.00	59,036.46	100.00	0.00	5,903.65	
143,467.50	143,467.50	0.00	0.00	143,467.50	100.00	0.00	14,346.75	
195,076.70	195,076.70	0.00	0.00	195,076.70	100.00	0.00	19,507.67	

AIA Type Document
Application and Certification for Payment	Page 5 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 16	 DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		TO:
STE 450	PERIOD TO: 6/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECT'S
1726 W BROADWAY	PROJECT NO:
OVIEDO, FL 32765

VALUE
------	APPLICATIONS
--- .	 THIS PERIOD	MAT	ERIAL		STORED			%   -	  BALANCE	
-	RETAINAGE
--- --···	
67,670.85	67,670.85	0.00	0.00	67,670.85	100.00	0.00	6,767.09	
1,542.24	1,542.24	0.00	0.00	1,542.24	100.00	0.00	154.22	
6,215.88	6,091.56	0.00	0.00	6,091.56	98.00	124.32	609.16	
3,309.60	3,177.22	0.00	0.00	3,177.22	96.00	132.38	317.72	
8,818.00	8,377.10	0.00	0.00	8,377.10	95.00	440.90	837.71	
13,378.00	12,709.10	0.00	0.00	12,709.10	95.00	668.90	1,270.91	
6,813.00	6,472.35	0.00	0.00	6,472.35	95.00	340.65	647.24	
20,733.00	19,696.35	0.00	0.00	19,696.35	95.00	1,036.65	1,969.64	
21,324.00	20,257.80	0.00	0.00	20,257.80	95.00	1,066.20	2,025.78	
21,906.00	20,810.70	0.00	0.00	20,810.70	95.00	1,095.30	2,081.07	
7,500.00	7,125.00	0.00	0.00	7,125.00	95.00	375.00	712.50	
10,506.00	10,506.00	0.00	0.00	10,506.00	100.00	0.00	1,050.60	
9,386.00	8,916.70	0.00	0.00	8,916.70	95.00	469.30	891.67	
127,328.00	127,328.00	0.00	0.00	127,328.00	100.00	0.00	12,732.80	
75,492.00	75,492.00	0.00	0.00	75,492.00	100.00	0.00	7,549.20	
32,440.00	30,818.00	0.00	0.00	30,818.00	95.00	1,622.00	3,081.80	
10,923.00	10,049.16	0.00	0.00	10,049.16	92.00	873.84	1,004.92	
11,118.00	8,783.22	555.90	0.00	9,339.12	84.00	1,778.88	933.91	
45,256.00	41,182.96	1,810.24	0.00	42,993.20	95.00	2,262.80	4,299.32	
23,018.00	20,946.38	920.72	0.00	21,867.10	95.00	1,150.90	2,186.71	
7,091.00	6,949.18	0.00	0.00	6,949.18	98.00	141.82	694.92	

CONTRACT FOR:	CONTRACT DATE:

ITEM	DESCRIPTION

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED

------- ---- -	-- - --	.
58	60" RCP 18-20
6" HOPE N-12
8" HOPE N-12
12" HOPE N-12
MANHOLE 0-8
MANHOLE 8-10
MANHOLE 10-12
MANHOLE 12-14
MANHOLE 14-16
MANHOLE 16-18
MANHOLE 18-20
TYPE 5 INLET 0-8
TYPE 5 INLET 14-16
TYPE 6 INLET 0-8
TYPE 6 INLET 8-10
TYPE 6 INLET 10-12
TYPE 6 INLET 12-14
TYPE 6 INLET 14-16
TYPE 6 INLET 16-18
TYPE 6 INLET 18-20
YARD DRAINS 0-6

AIA Type Document
Application and Certification for Payment	Page 6 of 27

TO (OWNER): HANOVER TYSON, LLC
605 COMMONWEALTH AVENUE
STE 450
ORLANDO, FL 32803

PROJECT: TRINITY PLACE
22004	JW

APPLICATION NO: 16 PERIOD TO: 6/20/2023

DISTRIBUTION
TO:
OWNER ARCHITECT CONTRACTOR

FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT): 1726 W BROADWAY
OVIEDO, FL 32765

ARCHITECT'S PROJECT NO:

CONTRACT FOR:	CONTRACT DATE:
SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED

- - -

-

												
12,859.00
4,307.00		12,216.05
4,091.65	0.00
0.00	0.00
0.00	12,216.05
4,091.65		95.00

95.00		642.95
215.35		1,221.61
409.17	
5,623.00		5,623.00	0.00	0.00	5,623.00		100.00		0.00		562.30	
11,619.00		10,689.48	929.52	0.00	11,619.00		100.00		0.00		1,161.90	
10,176.00		9,361.92	814.08	0.00	10,176.00		100.00		0.00		1,017.60	
4,809.00		4,809.00	0.00	0.00	4,809.00		100.00		0.00		480.90	
9,029.00		9,029.00	0.00	0.00	9,029.00		100.00		0.00		902.90	
32,040.00		32,040.00	0.00	0.00	32,040.00		100.00		0.00		3,204.00	
39,633.30		21,798.32	14,664.32	0.00	36,462.64		92.00		3,170.66		3,646.26	
110,875.38		110,875.38	0.00	0.00	110,875.38		100.00		0.00		11,087.54	
1,843,993.98		1,806,690.40	19,694.78	0.00	1,826,385.18		99.05		17,608.80		182,638.57	

93,253.38		
93,253.38	
0.00	
0.00	
93,253.38		
100.00		
0.00		
9,325.34	
46,456.19		46,456.19	0.00	0.00	46,456.19		100.00		0.00		4,645.62	
43,852.68		43,852.68	0.00	0.00	43,852.68		100.00		0.00		4,385.27	
32,430.72		32,430.72	0.00	0.00	32,430.72		100.00		0.00		3,243.07	
27,955.20		27,955.20	0.00	0.00	27,955.20		100.00		0.00		2,795.52	
31,192.85		31,192.85	0.00	0.00	31,192.85		100.00		0.00		3,119.29	
8,142.00		8,142.00	0.00	0.00	8,142.00		100.00		0.00		814.20	
78,880.00		74,936.00	1,577.60	0.00	76,513.60		97.00		2,366.40		7,651.36	
33,196.00		31,536.20	0.00	0.00	31,536.20		95.00		1,659.80		3,153.62	

ITEM	 DESCRIPTION		VALUE	APPLICATIONS	THIS PERIOD	MATERIAL	STORED	o/o	_ _ BALANCE	R !  GE

TYPE C INLET 16-18
TYPE D INLET 0-8
TYPE E BUBBLE-UP 0-8
TYPE F INLET 0-8
TYPE H CONTROL STRUCTURE
0-8
42" MES
54" MES
60" MES
STORM SEWER TESTING
WELLPOINTS

TOTAL STORM SEWER
SANITARY SEWER
8" PVC 0-6
8" PVC 6-8
8" PVC 8-10
8" PVC 10-12
8" PVC 12-14
8" PVC 16-18
1O" HOPE 18-20
SANITARY MANHOLE 0-6
SANITARY MANHOLE 6-8

AIA Type Document
Application and Certification for Payment	Page 7 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 16	 DISTRIBUTION 605 COMMONWEAL TH AVENUE		22004	JW		TO:
STE 450	PERIOD TO: 6/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	 ARCHITECrs 1726 W BROADWAY		PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED

-- --	·--

ITEM	 DESCRIPTION	VALUE	APPLICATIONS	THIS PERIOD	MATERIAL		STORED	  %_    BALANCE		RETAINAGE
98	SANITARY MANHOLE 8-10	27,093.00	25,738.35	0.00	0.00	25,738.35	95.00	1,354.65	2,573.84

99	SANITARY POLYMER MANHOLE 8-10 (01,05)	42,824.00	40,682.80	0.00	0.00	40,682.80	95.00	2,141.20	4,068.28	
100	SANITARY MANHOLE 10-12	9,614.00	9,133.30	0.00	0.00	9,133.30	95.00	480.70	913.33	
101	SANITARY POLYMER MANHOLE 10-12 (04)	28,111.00	27,548.78	0.00	0.00	27,548.78	98.00	562.22	2,754.88	
102	SANITARY MANHOLE 12-14	13,620.00	12,939.00	0.00	0.00	12,939.00	95.00	681.00	1,293.90	
103	SANITARY POLYMER MANHOLE
14-16 (32)	32,616.00	31,963.68	0.00	0.00	31,963.68	98.00	652.32	3,196.37	
104	SANITARY MANHOLE 16-18	16,048.00	15,245.60	0.00	0.00	15,245.60	95.00	802.40	1,524.56	
105	SANITARY POLYMER MANHOLE 16-18 (29)	34,097.00	33,415.06	0.00	0.00	33,415.06	98.00	681.94	3,341.51	
106	SANITARY POLYMER MANHOLE 20-22 (30)	34,138.00	33,455.24	682.76	0.00	34,138.00	100.00	0.00	3,413.80	
107	SANITARY SINGLE LATERAL	174,086.00	163,640.84	10,445.16	0.00	174,086.00	100.00	0.00	17,408.60	
108	SANITARY CLUBHOUSE SERVICE	1,523.00	1,523.00	0.00	0.00	1,523.00	100.00	0.00	152.30	
109	SANITARY TESTING	24,420.18	23,199.17	244.20	0.00	23,443.37	96.00	976.81	2,344.34	
110	LIFT STATION	980,422.50	490,211.25	98,042.25	0.00	588,253.50	60.00	392,169.00	58,825.35	
111	8" FORCE MAIN	173,994.32	173,994.32	0.00	0.00	173,994.32	100.00	0.00	17,399.43	
112	6" FORCE MAIN	422.16	422.16	0.00	0.00	422.16	100.00	0.00	42.22	
113	8" PLUG VALVE	14,544.00	13,816.80	0.00	0.00	13,816.80	95.00	727.20	1,381.68	
114	CONNECT TO EXIST FORCE
MAIN	837.35	837.35	0.00	0.00	837.35	100.00	0.00	83.74	
115	FORCE MAIN FITTINGS/TEST	28,000.00	25,200.00	0.00	0.00	25,200.00	90.00	2,800.00	2,520.00	
	TOTAL SANITARY SEWER	2,031,769.53	1,512,721.92	110,991.97	0.00	1,623,713.89	79.92	408,055.64	162,371.42	

AIA Type Document
Application and Certification for Payment	Page 8 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 16	DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		 TO:
STE 450	PERIOD TO: 6/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	 ARCHITECrS 1726 W BROADWAY		PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED

--  %

	ITEM	DESCRIPTION		VALUE	APPLICATIONS	 THIS PERIOD	MATERIAL	STORED		 BALANCE	RETAINAGE	
	 - 	  

WATER LINE

2,641.32	2,641.32	0.00	0.00	2,641.32	100.00	0.00	264.13	
218,051.52	218,051.52	0.00	0.00	218,051.52	100.00	0.00	21,805.15	
240,549.12	240,549.12	0.00	0.00	240,549.12	100.00	0.00	24,054.91	
382,421.16	382,421.16	0.00	0.00	382,421.16	100.00	0.00	38,242.12	
50,875.00	50,875.00	0.00	0.00	50,875.00	100.00	0.00	5,087.50	
75,558.00	75,558.00	0.00	0.00	75,558.00	100.00	0.00	7,555.80	
56,958.00	56,958.00	0.00	0.00	56,958.00	100.00	0.00	5,695.80	
1,393.00	1,393.00	0.00	0.00	1,393.00	100.00	0.00	139.30	
9,418.00	9,418.00	0.00	0.00	9,418.00	100.00	0.00	941.80	
90,376.00	90,376.00	0.00	0.00	90,376.00	100.00	0.00	9,037.60	
72,960.00	69,312.00	3,648.00	0.00	72,960.00	100.00	0.00	7,296.00	
6,496.00	6,496.00	0.00	0.00	6,496.00	100.00	0.00	649.60	
15,526.00	4,657.80	0.00	0.00	4,657.80	30.00	10,868.20	465.78	
121,701.00	121,701.00	0.00	0.00	121,701.00	100.00	0.00	12,170.10	
837.35	837.35	0.00	0.00	837.35	100.00	0.00	83.74	
4,057.00	811.40	0.00	0.00	811.40	20.00	3,245.60	81.14	
1,349,818.47	1,332,056.67	3,648.00	0.00	1,335,704.67	98.95	14,113.80	133,570.47	

484,888.32	
484,888.32	
0.00	
0.00	
484,888.32	
100.00	
0.00	
48,488.83	
141,423.75	141,423.75	0.00	0.00	141,423.75	100.00	0.00	14,142.38	

2" PE TUBING - WATER
8" PVC WATER LINE
12" PVC WATER LINE
16" PVC WATER LINE
8" GATE VALVE
12" GATE VALVE
16" GATE VALVE
JUMPER ASSEMBLY
WATER SINGLE SERVICE

WATER DOUBLE SERVICE
FIRE HYDRANT ASSEMBLY

TEMP BLOW OFF ASSEMBLY
AUTO FLUSHING DEVICE
WATER FITTINGS/TEST
CONN TO EXIST WATER LINE
	WATER BACKFLOW ASSEMBLY (METER BY OTHERS)
TOTAL WATER LINE

RECLAIM WATER LINE
12" PVC RECLAIM LINE
6" PVC RECLAIM LINE

AIA Type Document
Application and Certification for Payment	Page 9 of 27
TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 16	 DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		TO:
STE 450	PERIOD TO: 6/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITEcrs
1726 W BROADWAY	PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE		PREVIOUS	 COMPLETED		STORED		COMPLETED ITEM	DESCRIPTION	VALUE	APPLICATIONS	THIS PERIOD	 MATERIAL			STORED
- -------	·---·-----	-- ..	'1/11	

  BALANCE		RETAINAGE

2" PE TUBING - RECLAIM	2,057.55	2,057.55	0.00	0.00	2,057.55	100.00	0.00	205.76
12" GATE VALVE	95,134.00	95,134.00	0.00	0.00	95,134.00	100.00	0.00	9,513.40
6" GATE VALVE	39,676.00	39,676.00	0.00	0.00	39,676.00	100.00	0.00	3,967.60
JUMPER ASSEMBLY	1,393.00	1,393.00	0.00	0.00	1,393.00	100.00	0.00	139.30
RECLAIM SINGLE SERVICE	11,080.00	11,080.00	0.00	0.00	11,080.00	100.00	0.00	1,108.00
RECLAIM DOUBLE SERVICE	89,349.00	89,349.00	0.00	0.00	89,349.00	100.00	0.00	8,934.90
2" IRRIGATION SERVICE	7,080.00	7,080.00	0.00	0.00	7,080.00	100.00	0.00	708.00
1" RECLAIM METER ASSEMBLY	991.00	991.00	0.00	0.00	991.00	100.00	0.00	99.10
(METER BY CITY)
RECLAIM FITTINGS/TEST	89,620.00	89,620.00	0.00	0.00	89,620.00	100.00	0.00	8,962.00
BLOW OFF ASSEMBLY	6,496.00	3,248.00	0.00	0.00	3,248.00	50.00	3,248.00	324.80
AUTO FLUSHING DEVICE	15,526.00	0.00	3,105.20	0.00	3,105.20	20.00	12,420.80	310.52
CONN TO EXIST RECLAIM LINE	838.00	838.00	0.00	0.00	838.00	100.00	0.00	83.80
RECLAIM BACKFLOW	4,057.00	811.40	0.00	0.00	811.40	20.00	3,245.60	81.14
ASSEMBLY (METER BY
OTHERS)
TOTAL RECLAIM WATER LINE	989,609.62	967,590.02	3,105.20	0.00	970,695.22	98.09	18,914.40	97,069.53
ONSITE PAVING
2" TYPE SP-12.5 ASPHALT	38,753.48	0.00	0.00	0.00	0.00	0.00	38,753.48	0.00
1.5" TYPE SP-9.5 ASPHALT	208,159.32	0.00	0.00	0.00	0.00	0.00	208,159.32	0.00
8" LIMEROCK BASE	49,729.73	22,378.38	17,405.40	0.00	39,783.78	80.00	9,945.95	3,978.38
6" LIMEROCK BASE	295,652.58	73,913.15	174,435.02	0.00	248,348.17	84.00	47,304.41	24,834.82
12" STABILIZED SUBGRADE	126,107.80	126,107.80	0.00	0.00	126,107.80	100.00	0.00	12,610.78

AIA Type Document
Application and Certification for Payment	Page 10 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 16	 DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		TO:
STE 450	PERIOD TO: 6/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECT'S
1726 W BROADWAY	PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED

STORED -·	

ITEM	DESCRIPTION	VALUE	 APPLICATIONS	 THIS PERIOD	MATERIAL	 BALANCE		RETAINAGE
••  -	·- --	·- ----. ------ ------------ -- -·	------ -------- -	-	---- -----------

37,629.80	37,629.80	0.00	0.00	37,629.80	100.00	0.00	3,762.98	
5,101.25	5,101.25	0.00	0.00	5,101.25	100.00	0.00	510.13	
62,810.30	56,529.27	6,281.03	0.00	62,810.30	100.00	0.00	6,281.03	
2,664.00	1,092.24	0.00	0.00	1,092.24	41.00	1,571.76	109.22	
39,060.00	39,060.00	0.00	0.00	39,060.00	100.00	0.00	3,906.00	
150,243.00	126,204.12	24,038.88	0.00	150,243.00	100.00	0.00	15,024.30	
2,606.40	2,606.40	0.00	0.00	2,606.40	100.00	0.00	260.64	
94,013.40	6,580.94	0.00	0.00	6,580.94	7.00	87,432.46	658.09	
109,727.25	109,727.25	0.00	0.00	109,727.25	100.00	0.00	10,972.73	
33,600.00	0.00	1,344.00	0.00	1,344.00	4.00	32,256.00	134.40	
13,243.53	0.00	0.00	0.00	0.00	0.00	13,243.53	0.00	
11,769.55	11,769.55	0.00	0.00	11,769.55	100.00	0.00	1,176.96	
29,869.32	29,869.32	0.00	0.00	29,869.32	100.00	0.00	2,986.93	
35,133.43	22,485.40	0.00	0.00	22,485.40	64.00	12,648.03	2,248.54	
32,253.00	0.00	0.00	0.00	0.00	0.00	32,253.00	0.00	
1,378,127.14	671,054.87	223,504.33	0.00	894,559.20	64.91	483,567.94	89,455.93	

STABILIZED CURB PAD
TYPE A CURB
TYPE F CURB (24")
TYPED CURB
RIBBON CURB
MIAMI CURB
THICKENED EDGE SIDEWALK
SIDEWALK (4" THICK)

POND A & B SIDEWALK (4" THICK)
H.C. RAMP
STRIP SOD - 2' WIDE
UTILITY EASEMENT ROW
GRADING
	UTILITY EASEMENT STABILIZED PATH
UTILITY EASEMENT SOD
PAVEMENT MARKINGS & SIGNS

TOTAL ONSITE PAVING

PINE GROVE ROAD GENERAL CONDITIONS
CONSTRUCTION LAYOUT	12,000.00	5,040.00	960.00	0.00	6,000.00	50.00	6,000.00	600.00
CERTIFIED AS-BUILTS	10,000.00	2,000.00	200.00	0.00	2,200.00	22.00	7,800.00	220.00

AIA Type Document
Application and Certification for Payment	Page 11 of 27
TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 16	DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		 TO:
STE 450	PERIOD TO: 6/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	 ARCHITECrs 1726 W BROADWAY		PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE		PREVIOUS	 COMPLETED		STORED	COMPLETED ITEM	 DESCRIPTION	VALUE	 APPLICATIONS	THIS PERIOD	 MATERIAL		STORED	
-----	-------	--------

-- -%- ··-

  BALANCE		RETAINAGE
------

GEOTECHNICAL TESTING	5,280.00	0.00	528.00	0.00	528.00	10.00	4,752.00	52.80
CONSTRUCTION ENTRANCE	7,542.08	7,542.08	0.00	0.00	7,542.08	100.00	0.00	754.21
M.O.T.	15,000.00	3,300.00	5,400.00	0.00	8,700.00	58.00	6,300.00	870.00
TOTAL GENTERAL CONDITIONS	49,822.08	17,882.08	7,088.00	0.00	24,970.08	50.12	24,852.00	2,497.01
GRADING
SILT FENCE	4,708.20	847.48	1,506.62	0.00	2,354.10	50.00	2,354.10	235.41
EROSION CONTROL	5,000.00	1,150.00	250.00	0.00	1,400.00	28.00	3,600.00	140.00
MAINTENANCE
INLET PROTECTION	313.20	0.00	0.00	0.00	0.00	0.00	313.20	0.00
ROW GRADING	7,900.80	1,106.11	474.05	0.00	1,580.16	20.00	6,320.64	158.02
ROADWAY GRADING	5,667.00	0.00	0.00	0.00	0.00	0.00	5,667.00	0.00
BAHIA SOD	18,501.04	0.00	0.00	0.00	0.00	0.00	18,501.04	0.00
TOTAL GRADING	42,090.24	3,103.59	2,230.67	0.00	5,334.26	12.67	36,755.98	533.43

STORM SEWER
15" RCP 0-6	2,966.60	1,987.62	89.00	0.00	2,076.62	70.00	889.98	207.66
18" RCP 0-6	33,090.52	29,781.47	0.00	0.00	29,781.47	90.00	3,309.05	2,978.15
24" RCP 0-6	3,776.85	2,568.26	75.54	0.00	2,643.80	70.00	1,133.05	264.38
24" RCP 6-8	4,850.60	3,298.41	97.01	0.00	3,395.42	70.00	1,455.18	339.54
MANHOLE 0-8	4,409.00	2,821.76	88.18	0.00	2,909.94	66.00	1,499.06	290.99
TYPE 5 INLET 0-8	26,265.00	22,325.25	0.00	0.00	22,325.25	85.00	3,939.75	2,232.53
TYPE 6 INLET 0-8	5,536.00	4,539.52	0.00	0.00	4,539.52	82.00	996.48	453.95
24" ENDWALL	4,402.00	000	0.00	0.00	0.00	0.00	4,402.00	0.00

AIA Type Document
Application and Certification for Payment	Page 12 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 16	 DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		TO:
STE 450	PERIOD TO: 6/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECT'S 1726 W BROADWAY		 PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

ITEM	DESCRIPTION
·	·-	
SCHEDULE
	VALUE		
PREVIOUS APPLICATIONS
-------·----	
COMPLETED THIS PERIOD
- ---------	
STORED MATERIAL
-------	
COMPLETED
	STORED	 		
%  .  BALANCE	 - RETAINAGE
·---- --------	
186	TYPE F INLET 0-8	3,873.00	2,672.37	0.00	0.00	2,672.37	
69.00	1,200.63	267.24	
187	18" MES	1,588.00	952.80	0.00	0.00	952.80	60.00	635.20	95.28	
188	CONNECT TO 24" RCP	4,650.00	0.00	0.00	0.00	0.00	0.00	4,650.00	0.00	
189	OPEN CUT PINE GROVE	12,640.00	6,320.00	0.00	0.00	6,320.00	50.00	6,320.00	632.00	
190	DEMOLITION OF EXISTING STORM	12,580.00	0.00	0.00	0.00	0.00	0.00	12,580.00	0.00	
191	STORM SEWER TESTING	1,368.90	0.00	0.00	0.00	0.00	0.00	1,368.90	0.00	
192	WELLPOINTS	3,829.54	3,829.54	0.00	0.00	3,829.54	100.00	0.00	382.95	
TOTAL STORM SEWER	125,826.01	81,097.00	349.73	0.00	81,446.73	64.73	44,379.28	8,144.67	
WATER MAIN									
193	12" PVC WATER LINE	146,361.60	146,361.60	0.00	0.00	146,361.60	100.00	0.00	14,636.16	
194	12" GATE VALVE	22,281.00	22,281.00	0.00	0.00	22,281.00	100.00	0.00	2,228.10	
195	FIRE HYDRANT	30,400.00	28,880.00	1,520.00	0.00	30,400.00	100.00	0.00	3,040.00	
196	2" BLOWOFF ASSEMBLY	1,624.00	860.72	0.00	0.00	860.72	53.00	763.28	86.07	
197	WATER FITTINGS/TEST	22,376.00	17,900.80	2,237.60	0.00	20,138.40	90.00	2,237.60	2,013.84	
TOTAL WATER MAIN	223,042.60	216,284.12	3,757.60	0.00	220,041.72	98.65	3,000.88	22,004.17	
RECLAIM WATER									
198	12" PVC RECLAIM LINE	141,684.48	141,684.48	0.00	0.00	141,684.48	100.00	0.00	14,168.45	
199	16" DIRECTIONAL DRILL	60,840.00	60,840.00	0.00	0.00	60,840.00	100.00	0.00	6,084.00	
200	12" GATE VALVE	28,641.06	28,641.06	0.00	0.00	28,641.06	100.00	0.00	2,864.11	
201	2"BLOWOFF	3,248.00	1,948.80	0.00	0.00	1,948.80	60.00	1,299.20	194.88	
202	RECLAIM FITTINGS/TEST	7,730.00	7,730.00	0.00	0.00	7,730.00	100.00	0.00	773.00	

AIA Type Document
Application and Certification for Payment	Page 13 of 27
TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 16	 DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		TO:
STE 450	PERIOD TO: 6/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECT'S
1726 W BROADWAY	PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED

%_ -

ITEM	DESCRIPTION		VALUE	 APPLICATIONS	THIS PERIOD	 MATERIAL	STORED	 		 BALANCE		RETAINAGE
----- ----- ---····--·---------------------  ----·---	--------- -- ---------· -- ---	-----------
TOTAL RECLAIM WATER	242,143.54	240,844.34	0.00	0.00	240,844.34	99.46	1,299.20	24,084.44

PAVEMENT		
203	2.5" TYPE SP-9.5 ASPHALT	62,444.16	0.00	0.00	0.00	0.00	0.00	62,444.16	0.00	
204	3" ASPHALT OVERLAY	122,967.80	0.00	0.00	0.00	0.00	0.00	122,967.80	0.00	
205	1O" CRUSHED CONCRETE BASE	67,770.90	0.00	0.00	0.00	0.00	0.00	67,770.90	0.00	
206	12" STABILIZED SUBGRADE	17,140.50	0.00	0.00	0.00	0.00	0.00	17,140.50	0.00	
207	STABILIZED CURB PAD	5,141.50	0.00	0.00	0.00	0.00	0.00	5,141.50	0.00	
208	TYPE F CURB (24")	44,983.75	0.00	0.00	0.00	0.00	0.00	44,983.75	0.00	
209	VALLEY GUTTER	3,328.00	0.00	0.00	0.00	0.00	0.00	3,328.00	0.00	
210	SIDEWALK (4" THICK)	44,696.40	0.00	0.00	0.00	0.00	0.00	44,696.40	0.00	
211	H.C. RAMP	1,920.00	0.00	0.00	0.00	0.00	0.00	1,920.00	0.00	
212	PAVEMENT MARKINGS & SIGNS	27,612.00	0.00	0.00	0.00	0.00	0.00	27,612.00	0.00	
TOTAL PAVEMENT	398,005.01	0.00	0.00	0.00	0.00	0.00	398,005.01	0.00	
LAKE LIZZIE ROAD									
GENERAL CONDITIONS									
213	CONSTRUCTION LAYOUT	12,000.00	8,640.00	1,560.00	0.00	10,200.00	85.00	1,800.00	1,020.00	
214	CERTIFIED AS-BUILTS	10,000.00	2,700.00	800.00	0.00	3,500.00	35.00	6,500.00	350.00	
215	GEOTECHNICAL TESTING	5,160.00	1,444.80	619.20	0.00	2,064.00	40.00	3,096.00	206.40	
216	CONSTRUCTION ENTRANCE	7,542.08	7,542.08	0.00	0.00	7,542.08	100.00	0.00	754.21	
217	M.O.T.	10,000.00	10,000.00	0.00	0.00	10,000.00	100.00	0.00	1,000.00	
TOTAL GENERAL CONDITIONS	44,702.08	30,326.88	2,979.20	0.00	33,306.08	74.51	11,396.00	3,330.61	

AIA Type Document
Application and Certification for Payment	Page 14 of 27

TO (OWNER): HANOVER TYSON, LLC
605 COMMONWEALTH AVENUE
STE 450
ORLANDO, FL 32803

PROJECT: TRINITY PLACE
22004	JW

APPLICATION NO: 16
PERIOD TO: 6/20/2023

DISTRIBUTION TO:
OWNER ARCHITECT CONTRACTOR

FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.
1726 W BROADWAY
OVIEDO, FL 32765

VIA (ARCHITECT):	ARCHITECT'S
PROJECT NO:

	
SCHEDULE	
PREVIOUS	
COMPLETED	
STORED	
COMPLETED		
ITEM	DESCRIPTION	VALUE	 APPLICATIONS 	THIS PERIOD	MATERIAL		STORED		BALANCE	 RETAINAGE		

CONTRACT FOR:	CONTRACT DATE:

--- ----- ---·--- ··---	-	--·---- ·-	. --·-··-----

!IiQ	--··

GRADING		
218	SILT FENCE	2,689.26	1,075.70	215.14	0.00	1,290.84	48.00	1,398.42	129.08	
219		EROSION CONTROL MAINTENANCE	5,000.00	2,900.00	200.00	0.00	3,100.00	62.00	1,900.00	310.00	
220	INLET PROTECTION	626.40	0.00	626.40	0.00	626.40	100.00	0.00	62.64	
221	EXISTING ROADWAY DEMOLITION	9,467.33	9,467.33	0.00	0.00	9,467.33	100.00	0.00	946.73	
222	EXISTING DRIVEWAY REPLACEMEN T	26,732.16	8,019.65	0.00	0.00	8,019.65	30.00	18,712.51	801.97	
223	ROW GRADING	25,158.00	15,094.80	3,773.70	0.00	18,868.50	75.00	6,289.50	1,886.85	
224	ROADWAY GRADING	9,150.00	5,673.00	1,647.00	0.00	7,320.00	80.00	1,830.00	732.00	
225	BAHIA SOD	11,627.78	0.00	0.00	0.00	0.00	0.00	11,627.78	0.00	
TOTAL GRADING	90,450.93	42,230.48	6,462.24	0.00	48,692.72	53.83	41,758.21	4,869.27	
STORM SEWER									
226	18" RCP 6-8	1,075.92	914.53	161.39	0.00	1,075.92	100.00	0.00	107.59	
227	18" RCP 8-10	2,179.20	2,179.20	0.00	0.00	2,179.20	100.00	0.00	217.92	
228	18" RCP 10-12	1,248.00	1,248.00	0.00	0.00	1,248.00	100.00	0.00	124.80	
229	30" RCP 8-10	43,890.14	43,890.14	0.00	0.00	43,890.14	100.00	0.00	4,389.01	
230	30" RCP 10-12	37,493.28	37,493.28	0.00	0.00	37,493.28	100.00	0.00	3,749.33	
231	TYPE 5 INLET 0-8	9,580.00	8,143.00	1,437.00	0.00	9,580.00	100.00	0.00	958.00	
232	TYPE 5 INLET 8-10	10,490.00	10,490.00	0.00	0.00	10,490.00	100.00	0.00	1,049.00	
233	TYPE 5 INLET 10-12	16,910.00	16,910.00	0.00	0.00	16,910.00	100.00	0.00	1,691.00	

AIA Type Document
Application and Certification for Payment	Page 15 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 16	DISTRIBUTION

605 COMMONWEALTH AVENUE	22004	JW
STE 450

PERIOD TO: 6/20/2023

TO:
OWNER

ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECT'S 1726 W BROADWAY		 PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED

---·--- -
234	TYPE 6 INLET 8-10	
5,079.00	
5,079.00	
0.00	
0.00	
5,079.00	
100.00	
0.00	
507.90	
235	TYPE 6 INLET 10-12	5,972.00	5,972.00	0.00	0.00	5,972.00	100.00	0.00	597.20	
236	STORM SEWER TESTING	4,244.40	0.00	2,546.64	0.00	2,546.64	60.00	1,697.76	254.66	
237	WELLPOINTS	11,873.84	11,873.84	0.00	0.00	11,873.84	100.00	0.00	1,187.38	
TOTAL STORM SEWER	150,035.78	144,192.99	4,145.03	0.00	148,338.02	98.87	1,697.76	14,833.79	

WATER MAIN										
238	8" PVC WATER LINE	44,647.44	44,647.44	0.00	0.00	44,647.44	100.00	0.00	4,464.74	
239	8" GATE VALVE	16,280.00	16,280.00	0.00	0.00	16,280.00	100.00	0.00	1,628.00	
240	FIRE HYDRANT	12,160.00	12,160.00	0.00	0.00	12,160.00	100.00	0.00	1,216.00	
241	WATER FITTINGS/TEST	17,533.00	11,747.11	2,629.95	0.00	14,377.06	82.00	3,155.94	1,437.71	
242	2"BLOWOFF	3,248.00	0.00	0.00	0.00	0.00	0.00	3,248.00	0.00	
TOTAL WATER MAIN	93,868.44	84,834.55	2,629.95	0.00	87,464.50	93.18	6,403.94	8,746.45	

PAVEMENT										
243	1.5" TYPE SP-12.5 ASPHALT	60,360.32	0.00	0.00	0.00	0.00	0.00	60,360.32	0.00	
244	6" CRUSHED CONCRETE BASE	65,509.30	49,131.98	9,826.39	0.00	58,958.37	90.00	6,550.93	5,895.84	
245	12" STABILIZED SUBGRADE	16,568.50	16,568.50	0.00	0.00	16,568.50	100.00	0.00	1,656.85	
246	STABILIZED CURB PAD	3,042.00	3,042.00	0.00	0.00	3,042.00	100.00	0.00	304.20	
247	TYPE F CURB (24")	37,452.45	33,332.68	4,119.77	0.00	37,452.45	100.00	0.00	3,745.25	
248	VALLEY GUTTER	2,366.00	0.00	2,366.00	0.00	2,366.00	100.00	0.00	236.60	
249	SIDEWALK (4" THICK)	26,091.60	0.00	0.00	0.00	0.00	0.00	26,091.60	0.00	
250	H.C. RAMP	3,840.00	0.00	0.00	0.00	0.00	0.00	3,840.00	0.00	

ITEM	 DESCRIPTION	VALUE	 APPLICATIONS	THIS PERIOD	MATERIAL	STORED	,	% 	  BALANCE		RETAINAGE

AIA Type Document
Application and Certification for Payment	Page 16 of 27

TO (OWNER): HANOVER TYSON, LLC
605 COMMONWEAL TH AVENUE STE 450
ORLANDO, FL 32803

PROJECT: TRINITY PLACE
22004	JW

APPLICATION NO: 16
PERIOD TO: 6/20/2023

DISTRIBUTION
TO:
OWNER ARCHITECT CONTRACTOR

FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.
1726 W BROADWAY
OVIEDO, FL 32765

VIA (ARCHITECT):	ARCHITECT'S
PROJECT NO:

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE		PREVIOUS	 COMPLETED		STORED		COMPLETED ITEM	DESCRIPTION		VALUE	 APPLICATIONS	THIS PERIOD	MATERIAL			STORED
- ---- ---·--·--- ---	-- - ------------- -	-- -------

  % --··

  BALANCE	 RETAINAGE

251	PAVEMENT MARKINGS & SIGNS	9,098.00	0.00	0.00	0.00	0.00	0.00	9,098.00	0.00	
TOTAL PAVEMENT	224,328.17	102,075.16	16,312.16	0.00	118,387.32	52.77	105,940.85	11,838.74	
CHANGE ORDER 1									
252	FUEL OVERAGES 3/3/22	594.90	594.90	0.00	0.00	594.90	100.00	0.00	59.49	
253	FUEL OVERAGES 3/8/22	222.60	222.60	0.00	0.00	222.60	100.00	0.00	22.26	
254	FUEL OVERAGES 3/10/22	89.87	89.87	0.00	0.00	89.87	100.00	0.00	8.99	
255	FUEL OVERAGES 3/15/22	60.08	60.08	0.00	0.00	60.08	100.00	0.00	6.01	
TOTAL CHANGE ORDER 1	967.45	967.45	0.00	0.00	967.45	100.00	0.00	96.75	
CHANGE ORDER 2									
256		CREDIT MH24 PRECAST CONCRETE	-13,620.00	-13,620.00	0.00	0.00	-13,620.00	100.00	0.00	-1,362.00	
257	CREDIT MH31 PRECAST CONCRETE	-16,048.00	-16,048.00	0.00	0.00	-16,048.00	100.00	0.00	-1,604.80	
258	ADD POLYMER MH24	32,616.00	31,963.68	652.32	0.00	32,616.00	100.00	0.00	3,261.60	
259	ADD POLYMER MH31	34,097.00	33,415.06	681.94	0.00	34,097.00	100.00	0.00	3,409.70	
TOTAL CHANGE ORDER 2	37,045.00	35,710.74	1,334.26	0.00	37,045.00	100.00	0.00	3,704.50	
CHANGE ORDER 3									
260	ADDITIONAL MUCK REMOVAL	81,500.00	81,500.00	0.00	0.00	81,500.00	100.00	0.00	8,150.00	
TOTAL CHANGE ORDER 3	81,500.00	81,500.00	0.00	0.00	81,500.00	100.00	0.00	8,150.00	
CHANGE ORDER 4									
261	ADDED DEWATERING DUE TO PERMITTING	21,452.79	21,452.79	0.00	0.00	21,452.79	100.00	0.00	2,145.28	
TOTAL CHANGE ORDER 4	21,452.79	21,452.79	0.00	0.00	21,452.79	100.00	0.00	2,145.28	

AIA Type Document
Application and Certification for Payment	Page 17 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 16	DISTRIBUTION

605 COMMONWEAL TH AVENUE	22004	JW
STE 450

PERIOD TO: 6/20/2023

TO:
OWNER

ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECT'S 1726 W BROADWAY		 PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED
ITEM	DESCRIPTION		VALUE	 APPLICATIONS	 THIS PERIOD	MATERIAL	STORED	 _ %	 _  BALANCE_.
---·· ---··	·--·--
CHANGE ORDER 5

  RETAINAGE	

262	2 EA- 12" SILENT RUN	12,000.00	12,000.00	0.00	0.00	12,000.00	100.00	0.00	1,200.00	
	DEWATERING PUMP FOR 2
MONTHS									
	TOTAL CHANGE ORDER 5	12,000.00	12,000.00	0.00	0.00	12,000.00	100.00	0.00	1,200.00	

CHANGE ORDER 6	
263	FUEL OVERAGES 3/31/22	
312.09	
312.09	
0.00	
0.00	312.09	100.00	0.00	31.21	
264	FUEL OVERAGES 4/05/22	1,013.41	1,013.41	0.00	0.00	1,013.41	100.00	0.00	101.34	
265	FUEL OVERAGES 4/07/22	885.76	885.76	0.00	0.00	885.76	100.00	0.00	88.58	
266	FUEL OVERAGES 4/11/22	703.50	703.50	0.00	0.00	703.50	100.00	0.00	70.35	
267	FUEL OVERAGES 4/13/22	1,732.31	1,732.31	0.00	0.00	1,732.31	100.00	0.00	173.23	
268	FUEL OVERAGES 4/14/22	1,333.92	1,333.92	0.00	0.00	1,333.92	100.00	0.00	133.39	
269	FUEL OVERAGES 4/15/22	764.57	764.57	0.00	0.00	764.57	100.00	0.00	76.46	
TOTAL CHANGE ORDER 6	6,745.56	6,745.56	0.00	0.00	6,745.56	100.00	0.00	674.56	
CHANGE ORDER 7									
270	FUEL OVERAGES 4/18/22	1,029.67	1,029.67	0.00	0.00	1,029.67	100.00	0.00	102.97	
271	FUEL OVERAGES 4/20/22	2,535.72	2,535.72	0.00	0.00	2,535.72	100.00	0.00	253.57	
272	FUEL OVERAGES 4/22/22	2,575.32	2,575.32	0.00	0.00	2,575.32	100.00	0.00	257.53	
273	FUEL OVERAGES 4/25/22	1,250.55	1,250.55	0.00	0.00	1,250.55	100.00	0.00	125.06	
274	FUEL OVERAGES 4/27/22	2,609.99	2,609.99	0.00	0.00	2,609.99	100.00	0.00	261.00	
275	FUEL OVERAGES 4/29/22	3,222.18	3,222.18	0.00	0.00	3,222.18	100.00	0.00	322.22	
276	FUEL OVERAGES 5/04/22	3,048.61	3,048.61	0.00	0.00	3,048.61	100.00	0.00	304.86	
277	FUEL OVERAGES 5/06/22	2,744.76	2,744.76	0.00	0.00	2,744.76	100.00	0.00	274.48	

AIA Type Document
Application and Certification for Payment	Page 18 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 16	 DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		TO:
STE 450	PERIOD TO: 6/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECT'S
1726 W BROADWAY	PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED

%

ITEM		DESCRIPTION	VALUE	APPLICATIONS	THIS PERIOD 	MATERIAL	STORED	 BALANCE		RETAINAGE
-- --	-------··- -·------- --- -----	·--·---- -

278	FUEL OVERAGES 5/09/22	2,356.69	2,356.69	0.00	0.00	2,356.69	100.00	0.00	235.67	
279	FUEL OVERAGES 5/10/22	909.54	909.54	0.00	0.00	909.54	100.00	0.00	90.95	
280	FUEL OVERAGES 5/11/22	2,468.26	2,468.26	0.00	0.00	2,468.26	100.00	0.00	246.83	
281	FUEL OVERAGES 5/13/22	2,470.57	2,470.57	0.00	0.00	2,470.57	100.00	0.00	247.06	
282	FUEL OVERAGES 5/18/22	2,602.69	2,602.69	0.00	0.00	2,602.69	100.00	0.00	260.27	
283	FUEL OVERAGES 5/20/22	2,276.62	2,276.62	0.00	0.00	2,276.62	100.00	0.00	227.66	
284	FUEL OVERAGES 5/23/22	916.03	916.03	0.00	0.00	916.03	100.00	0.00	91.60	
285	FUEL OVERAGES 5/25/22	1,445.41	1,445.41	0.00	0.00	1,445.41	100.00	0.00	144.54	
286	FUEL OVERAGES 5/27/22	1,853.28	1,853.28	0.00	0.00	1,853.28	100.00	0.00	185.33	
287	FUEL OVERAGES 5/31/22	922.70	922.70	0.00	0.00	922.70	100.00	0.00	92.27	
288	FUEL OVERAGES 6/03/22	3,000.47	3,000.47	0.00	0.00	3,000.47	100.00	0.00	300.05	
289	FUEL OVERAGES 6/06/22	1,700.72	1,700.72	0.00	0.00	1,700.72	100.00	0.00	170.07	
290	FUEL OVERAGES 6/08/22	2,552.07	2,552.07	0.00	0.00	2,552.07	100.00	0.00	255.21	
291	FUEL OVERAGES 6/10/22	1,253.95	1,253.95	0.00	0.00	1,253.95	100.00	0.00	125.40	
292	SUBCONTRACTOR FUEL OVERAGES FOR 5/2022	5,556.40	5,556.40	0.00	0.00	5,556.40	100.00	0.00	555.64	
	TOTAL CHANGE ORDER 7	51,302.20	51,302.20	0.00	0.00	51,302.20	100.00	0.00	5,130.24	

CHANGE ORDER 8	
293	FUEL OVERAGES 6/15/22	
2,235.63	
2,235.63	
0.00	0.00	2,235.63	100.00	0.00	223.56	
294	FUEL OVERAGES 6/17/22	1,703.74	1,703.74	0.00	0.00	1,703.74	100.00	0.00	170.37	
295	FUEL OVERAGES 6/20/22	1,688.88	1,688.88	0.00	0.00	1,688.88	100.00	0.00	168.89	
296	FUEL OVERAGES 6/21/22	954.26	954.26	0.00	0.00	954.26	100.00	0.00	95.43	

AIA Type Document
Application and Certification for Payment	Page 19 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 16	 DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		TO:
STE 450	PERIOD TO: 6/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	 ARCHITECrs 1726 W BROADWAY		PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

ITEM	

	DESCRIPTION		
SCHEDULE VALUE	
PREVIOUS APPLICATIONS	
COMPLETED
 THIS PERIOD 	
STORED MATERIAL	
COMPLETED
	STORED		_%_	BALANCE	RETAINAGE	
							
------ -- -	---- ------	--	----·-- --
297	FUEL OVERAGES 6/22/22	571.78	571.78	0.00	0.00	571.78	100.00	0.00	57.18	
298	FUEL OVERAGES 6/24/22	1,992.99	1,992.99	0.00	0.00	1,992.99	100.00	0.00	199.30	
299	FUEL OVERAGES 6/28/22	1,912.31	1,912.31	0.00	0.00	1,912.31	100.00	0.00	191.23	
300	FUEL OVERAGES 7/01/22	3,305.84	3,305.84	0.00	0.00	3,305.84	100.00	0.00	330.58	
301	FUEL OVERAGES 7/05/22	1,567.14	1,567.14	0.00	0.00	1,567.14	100.00	0.00	156.71	
302	FUEL OVERAGES 7/07/22	560.71	560.71	0.00	0.00	560.71	100.00	0.00	56.07	
303	FUEL OVERAGES 7/08/22	2,254.17	2,254.17	0.00	0.00	2,254.17	100.00	0.00	225.42	
304	FUEL OVERAGES 7/11/22	1,314.10	1,314.10	0.00	0.00	1,314.10	100.00	0.00	131.41	
305	FUEL OVERAGES 7/12/22	1,331.11	1,331.11	0.00	0.00	1,331.11	100.00	0.00	133.11	
306	FUEL OVERAGES 7/13/22	1,117.11	1,117.11	0.00	0.00	1,117.11	100.00	0.00	111.71	
307	FUEL OVERAGES 7/14/22	896.05	896.05	0.00	0.00	896.05	100.00	0.00	89.61	
TOTAL CHANGE ORDER 8	23,405.82	23,405.82	0.00	0.00	23,405.82	100.00	0.00	2,340.58	
CHANGE ORDER 9									
308	FUEL OVERAGES 7/18/22	2,863.89	2,863.89	0.00	0.00	2,863.89	100.00	0.00	286.39	
309	FUEL OVERAGES 7/20/22	2,224.27	2,224.27	0.00	0.00	2,224.27	100.00	0.00	222.43	
310	FUEL OVERAGES 7/25/22	1,713.55	1,713.55	0.00	0.00	1,713.55	100.00	0.00	171.36	
311	FUEL OVERAGES 7/27/22	2,167.93	2,167.93	0.00	0.00	2,167.93	100.00	0.00	216.79	
312	FUEL OVERAGES 7/28/22	1,472.51	1,472.51	0.00	0.00	1,472.51	100.00	0.00	147.25	
313	FUEL OVERAGES 7/29/22	1,666.33	1,666.33	0.00	0.00	1,666.33	100.00	0.00	166.63	
314	FUEL OVERAGES 8/01/22	996.54	996.54	0.00	0.00	996.54	100.00	0.00	99.65	
315	FUEL OVERAGES 8/03/22	1,245.64	1,245.64	0.00	0.00	1,245.64	100.00	0.00	124.56	

AIA Type Document
Application and Certification for Payment	Page 20 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 16	 DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		TO:
STE 450	PERIOD TO:6/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECT'S
1726 W BROADWAY	PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED

%

ITEM	DESCRIPTION		VALUE	APPLICATIONS	THIS PERIOD	 MATERIAL	  STORED		 BALANCE	RETAINAGE	
----·	--·	--·

316	FUEL OVERAGES 8/05/22	1,375.12	1,375.12	0.00	0.00	1,375.12	100.00	0.00	137.51	
317	FUEL OVERAGES 8/08/22	907.01	907.01	0.00	0.00	907.01	100.00	0.00	90.70	
TOTAL CHANGE ORDER 9	16,632.79	16,632.79	0.00	0.00	16,632.79	100.00	0.00	1,663.27	
CHANGE ORDER 10									
318	INTERMITTENT PUMP OPERATION - 6" RENTAL	6,716.40	6,716.40	0.00	0.00	6,716.40	100.00	0.00	671.64	
TOTAL CHANGE ORDER 10	6,716.40	6,716.40	0.00	0.00	6,716.40	100.00	0.00	671.64	

CHANGE ORDER 11									
319	POLYMER RISER CORE DRILL	
593.75	
593.75	
0.00	
0.00	
593.75	100.00	0.00	59.38	
320	96" X 8' RISER POLYMER	35,092.50	35,092.50	0.00	0.00	35,092.50	100.00	0.00	3,509.25	
TOTAL CHANGE ORDER 11	35,686.25	35,686.25	0.00	0.00	35,686.25	100.00	0.00	3,568.63	

CHANGE ORDER 12									
321	INSTALL SILT FENCE	
1,463.00	
0.00	
0.00	
0.00	
0.00	0.00	1,463.00	0.00	
322	GEOTECHNICAL TESTING	500.00	500.00	0.00	0.00	500.00	100.00	0.00	50.00	
323	CONSTRUCTION LAYOUT	350.00	350.00	0.00	0.00	350.00	100.00	0.00	35.00	
324	INLET PROTECTION	469.80	469.80	0.00	0.00	469.80	100.00	0.00	46.98	
325	INSTALL 24" RCP	80,869.28	80,869.28	0.00	0.00	80,869.28	100.00	0.00	8,086.93	
326		INSTALL STORM STRUCTURES: D-INLET S-76, S-87, S-88	13,521.00	13,521.00	0.00	0.00	13,521.00	100.00	0.00	1,352.10	
327	STORM SEWER TESTING	3,531.60	3,531.60	0.00	0.00	3,531.60	100.00	0.00	353.16	
328	TRACT GRADING	2,372.50	1,660.75	711.75	0.00	2,372.50	100.00	0.00	237.25	
329	SEED & MULCH	270.00	0.00	270.00	0.00	270.00	100.00	0.00	27.00	
330	BAHIA SOD	6,884.50	0.00	0.00	0.00	0.00	000	6,884.50	0 00	

AIA Type Document
Application and Certification for Payment	Page 21 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 16	DISTRIBUTION 605 COMMONWEAL TH AVENUE		22004	JW		 TO:
STE 450	PERIOD TO: 6/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECT'S
1726 W BROADWAY	PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED

%

ITEM	 DESCRIPTION	VALUE	APPLICATIONS	THIS PERIOD	MATERIAL		STORED	BALANCE	RETAINAGE
----------- ---  ---------. -.	----------	- -------- ------ -- -
TOTAL CHANGE ORDER 12	110,231.68	100,902.43	981.75	0.00	101,884.18	92.43	8,347.50	10,188.42
CHANGE ORDER 13

331	FUEL OVERAGES 8/10/22	1,045.69	1,045.69	0.00	0.00	1,045.69	100.00	0.00	104.57	
332	FUEL OVERAGES 8/12/22	1,706.41	1,706.41	0.00	0.00	1,706.41	100.00	0.00	170.64	
333	FUEL OVERAGES 8/15/22	1,452.92	1,452.92	0.00	0.00	1,452.92	100.00	0.00	145.29	
334	FUEL OVERAGES 8/16/22	280.29	280.29	0.00	0.00	280.29	100.00	0.00	28.03	
335	FUEL OVERAGES 8/19/22	2,161.30	2,161.30	0.00	0.00	2,161.30	100.00	0.00	216.13	
336	FUEL OVERAGES 8/22/22	1,408.21	1,408.21	0.00	0.00	1,408.21	100.00	0.00	140.82	
337	FUEL OVERAGES 8/24/22	2,181.74	2,181.74	0.00	0.00	2,181.74	100.00	0.00	218.17	
338	FUEL OVERAGES 8/26/22	1,074.18	1,074.18	0.00	0.00	1,074.18	100.00	0.00	107.42	
339	FUEL OVERAGES 8/29/22	909.91	909.91	0.00	0.00	909.91	100.00	0.00	90.99	
340	FUEL OVERAGES 8/31/22	1,542.62	1,542.62	0.00	0.00	1,542.62	100.00	0.00	154.26	
341	FUEL OVERAGES 9/02/22	1,226.09	1,226.09	0.00	0.00	1,226.09	100.00	0.00	122.61	
342	FUEL OVERAGES 9/06/22	1,131.60	1,131.60	0.00	0.00	1,131.60	100.00	0.00	113.16	
343	FUEL OVERAGES 9/07/22	599.22	599.22	0.00	0.00	599.22	100.00	0.00	59.92	
344	FUEL OVERAGES 9/09/22	1,481.33	1,481.33	0.00	0.00	1,481.33	100.00	0.00	148.13	
345	FUEL OVERAGES 9/12/22	1,226.33	1,226.33	0.00	0.00	1,226.33	100.00	0.00	122.63	
	TOTAL CHANGE ORDER 13	19,427.84	19,427.84	0.00	0.00	19,427.84	100.00	0.00	1,942.77	

CHANGE ORDER 14	
346	SLOPE EROSION	
2,468.00	
2,468.00	
0.00	
0.00	
2,468.00	
100.00	0.00	246.80	
347	SILT FENCE & WASH OUT REPAIR	9,750.00	9,750.00	0.00	0.00	9,750.00	100.00	0.00	975.00	

AIA Type Document
Application and Certification for Payment	Page 22 of 27
TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 16	DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		 TO:
STE 450	PERIOD TO: 6/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECT'S
1726 W BROADWAY	PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE		PREVIOUS	 COMPLETED		STORED		COMPLETED ITEM	DESCRIPTION		VALUE	 APPLICATIONS	THIS PERIOD	 MATERIAL			STORED
-------	---------·-- -------- --	·-

- % 	

 BALANCE		RETAINAGE

348	REPLACE SILT FENCE	700.80	700.80	0.00	0.00	700.80	100.00	0.00	70.08	
349		STORM LINE CLEANING (800' LIMIT)	1,400.00	1,400.00	0.00	0.00	1,400.00	100.00	0.00	140.00	
350	STORM INLET CLEANING	1,300.00	1,300.00	0.00	0.00	1,300.00	100.00	0.00	130.00	
TOTAL CHANGE ORDER 14	15,618.80	15,618.80	0.00	0.00	15,618.80	100.00	0.00	1,561.88	

CHANGE ORDER 15									
351	INTERMITTENT PUMP RENTAL- 6" RENTAL	
6,716.40	
6,716.40	
0.00	
0.00	
6,716.40	
100.00	
0.00	
671.64	
	TOTAL CHANGE ORDER 15	6,716.40	6,716.40	0.00	0.00	6,716.40	100.00	0.00	671.64	

CHANGE ORDER 16	
352	FUEL OVERAGES 9/21/22	
1,149.75	
1,149.75	
0.00	
0.00	
1,149.75	
100.00	
0.00	
114.98	
353	FUEL OVERAGES 9/23/22	795.94	795.94	0.00	0.00	795.94	100.00	0.00	79.59	
354	FUEL OVERAGES 9/30/22	327.61	327.61	0.00	0.00	327.61	100.00	0.00	32.76	
355	FUEL OVERAGES 10/04/22	742.24	742.24	0.00	0.00	742.24	100.00	0.00	74.22	
356	FUEL OVERAGES 10/06/22	638.58	638.58	0.00	0.00	638.58	100.00	0.00	63.86	
357	FUEL OVERAGES 10/10/22	605.50	605.50	0.00	0.00	605.50	100.00	0.00	60.55	
358	FUEL OVERAGES 10/13/22	1,763.35	1,763.35	0.00	0.00	1,763.35	100.00	0.00	176.34	
359	FUEL OVERAGES 10/17/22	1,344.31	1,344.31	0.00	0.00	1,344.31	100.00	0.00	134.43	
360	FUEL OVERAGES 10/20/22	1,296.65	1,296.65	0.00	0.00	1,296.65	100.00	0.00	129.67	
361	FUEL OVERAGES 10/24/22	622.68	622.68	0.00	0.00	622.68	100.00	0.00	62.27	
362	FUEL OVERAGES 10/27/22	1,806.06	1,806.06	0.00	0.00	1,806.06	100.00	0.00	180.61	
	TOTAL CHANGE ORDER 16	11,092.67	11,092.67	0.00	0.00	11,092.67	100.00	0.00	1,109.28	

CHANGE ORDER 17

AIA Type Document
Application and Certification for Payment	Page 23 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 16	 DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		TO:
STE 450	PERIOD TO: 6/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	 ARCHITECT'S 1726 W BROADWAY		PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

ITEM	DESCRIPTION
..

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED

363	---	---	- ----
FUEL OVERAGES 12/01/22	709.94	---------·-- -------- ------
709.94	0.00	---
0.00	
709.94	
100.00	------·

0.00	--·-------

70.99	
364	FUEL OVERAGES 12/05/22	383.53	383.53	0.00	0.00	383.53	100.00	0.00	38.35	
365	FUEL OVERAGES 12/08/22	461.01	461.01	0.00	0.00	461.01	100.00	0.00	46.10	
366	FUEL OVERAGES 12/12/22	299.50	299.50	0.00	0.00	299.50	100.00	0.00	29.95	
367	FUEL OVERAGES 12/15/22	667.33	667.33	0.00	0.00	667.33	100.00	0.00	66.73	
368	FUEL OVERAGES 12/19/22	172.92	172.92	0.00	0.00	172.92	100.00	0.00	17.29	
369	FUEL OVERAGES 12/22/22	480.08	480.08	0.00	0.00	480.08	100.00	0.00	48.01	
370	FUEL OVERAGES 1/5/23	597.00	597.00	0.00	0.00	597.00	100.00	0.00	59.70	
371	FUEL OVERAGES 1/9/23	538.00	538.00	0.00	0.00	538.00	100.00	0.00	53.80	
372	FUEL OVERAGES 1/12/23	1,019.18	1,019.18	0.00	0.00	1,019.18	100.00	0.00	101.92	
373	FUEL OVERAGES 1/16/23	833.84	833.84	0.00	0.00	833.84	100.00	0.00	83.38	
374	FUEL OVERAGES 1/19/23	1,318.78	1,318.78	0.00	0.00	1,318.78	100.00	0.00	131.88	
375	FUEL OVERAGES 1/23/23	699.02	699.02	0.00	0.00	699.02	100.00	0.00	69.90	
376	FUEL OVERAGES 1/25/23	654.22	654.22	0.00	0.00	654.22	100.00	0.00	65.42	
377	FUEL OVERAGES 1/30/23	1,319.69	1,319.69	0.00	0.00	1,319.69	100.00	0.00	131.97	
	TOTAL CHANGE ORDER 17	10,154.04	10,154.04	0.00	0.00	10,154.04	100.00	0.00	1,015.39	

CHANGE ORDER 18	
378		1X3" SCH40 GREY ELECTRICAL (69 EA, PRIMARY &	
59,392.80	
59,392.80	
0.00	
0.00	
59,392.80	100.00	0.00	5,939.28	
SECONDARY)									
379		1X6" SCH40 GREY ELECTRICAL (3 EA)	6,438.90	6,438.90	0.00	0.00	6,438.90	100.00	0.00	643.89	
380	2X6" SCH40 GREY ELECTRICAL
(6 EA)	25,623.00	25,623.00	0.00	0.00	25,623.00	100.00	0.00	2,562.30	

VALUE	APPLICATIONS	THIS PERIOD	MATERIAL		STORED	 % 	  BALANCE		RETAINAGE

AIA Type Document
Application and Certification for Payment	Page 24 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 16	 DISTRIBUTION 605 COMMONWEAL TH AVENUE		22004	JW		TO:
STE 450	PERIOD TO: 6/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	 ARCHITECrs 1726 W BROADWAY		PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED

ITEM	 DESCRIPTION	VALUE	 APPLICATIONS	THIS PERIOD

381	1X2" SCH40 WHITE IRRIGATION (42 EA)	7,692.00	7,692.00	0.00		0.00	7,692.00	100.00			0.00		769.20	
382		1X4" SCH40 WHITE IRRIGATION (6 EA)	3,079.70	3,079.70	0.00		0.00	3,079.70	100.00			0.00		307.97	
TOTAL CHANGE ORDER 18	102,226.40	102,226.40	0.00		0.00	102,226.40	100.00			0.00		10,222.64	

CHANGE ORDER 19													
383	FUEL OVERAGES 10/31/22	
1,157.63	
1,157.63	
0.00	
0.00	
1,157.63	
100.00	
0.00	115.76	
384	FUEL OVERAGES 11/03/22	1,406.53	1,406.53	0.00	0.00	1,406.53	100.00	0.00	140.65	
385	FUEL OVERAGES 11/14/22	1,672.46	1,672.46	0.00	0.00	1,672.46	100.00	0.00	167.25	
386	FUEL OVERAGES 11/17/22	1,222.10	1,222.10	0.00	0.00	1,222.10	100.00	0.00	122.21	
387	FUEL OVERAGES 11/21/22	333.77	333.77	0.00	0.00	333.77	100.00	0.00	33.38	
388	FUEL OVERAGES 11/23/22	793.06	793.06	0.00	0.00	793.06	100.00	0.00	79.31	
389	FUEL OVERAGES 11/29/22	474.32	474.32	0.00	0.00	474.32	100.00	0.00	47.43	
	TOTAL CHANGE ORDER 19	7,059.87	7,059.87	0.00	0.00	7,059.87	100.00	0.00	705.99	

CHANGE ORDER 20	
390	SURVEY LABOR	
10,150.00	
10,150.00	
0.00	
0.00	
10,150.00	
100.00	
0.00	1,015.00	
391	MATERIALS	1,200.00	1,200.00	0.00	0.00	1,200.00	100.00	0.00	120.00	
TOTAL CHANGE ORDER 20	11,350.00	11,350.00	0.00	0.00	11,350.00	100.00	0.00	1,135.00	

CHANGE ORDER 21	
392	ADDED 2" SERVICE (ADJACENT LAKE LIZZIE ENTRANCE)	
3,540.00	
0.00	
3,540.00	
0.00	3,540.00	100.00	0.00	354.00	
	TOTAL CHANGE ORDER 21	3,540.00	0.00	3,540.00	0.00	3,540.00	100.00	0.00	354.00	

-

MATERIAL		STORED	 %	..	BALANCE	RETAINAGE _

CHANGE ORDER 22

AIA Type Document
Application and Certification for Payment	Page 25 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 16	DISTRIBUTION 605 COMMONWEALTH AVENUE		22004	JW		 TO:
STE 450	PERIOD TO: 6/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	ARCHITECTS
1726 W BROADWAY	PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED
ITEM	DESCRIPTION	VALUE	 APPLICATIONS	THIS PERIOD	MATERIAL	STORED		l¥g	--  BALANCE		RETAINAGE
393	STORM MANHOLE 10-12 (S-93A)	6,813.00	6,131.70	0.00	0.00	6,131.70	90.00	681.30	613.17
394	30" RCP 10-12	781.11	781.11	0.00	0.00	781.11	100.00	0.00	78.11
395	BYPASS ROAD INSTALLATION-	2,325.00	2,325.00	0.00	0.00	2,325.00	100.00	0.00	232.50
LABOR & EQUIPMENT
396	MATERIAL COST (STABILIZER)	8,950.00	8,950.00	0.00	0.00	8,950.00	100.00	0.00	895.00
397	ADDITIONAL PUMP &	11,371.30	11,371.30	0.00	0.00	11,371.30	100.00	0.00	1,137.13
WELLPOINTS (15 DY)
TOTAL CHANGE ORDER 22	30,240.41	29,559.11	0.00	0.00	29,559.11	97.75	681.30	2,955.91
CHANGE ORDER 23
398	GEOTECHNICAL TESTING	6,156.89	0.00	0.00	0.00	0.00	0.00	6,156.89	0.00
399	M.O.T.	17,054.39	0.00	0.00	0.00	0.00	0.00	17,054.39	0.00
400	SILT FENCE	1,881.95	0.00	0.00	0.00	0.00	0.00	1,881.95	0.00
401	DRIVEWAY REMOVAL	2,549.76	0.00	0.00	0.00	0.00	0.00	2,549.76	0.00
402	MISC R.O.W. CLEARING	12,268.00	0.00	0.00	0.00	0.00	0.00	12,268.00	0.00
403	ROAD GRADING	2,340.00	0.00	0.00	0.00	0.00	0.00	2,340.00	0.00
404	R.O.W. GRADING	5,595.00	0.00	0.00	0.00	0.00	0.00	5,595.00	0.00
405	SIDEWALK/MISC CONCRETE	1,616.90	0.00	0.00	0.00	0.00	0.00	1,616.90	0.00
GRADING
406	BAHIA SOD FOR ROW	3,144.39	0.00	0.00	0.00	0.00	0.00	3,144.39	0.00
407	18" RCP 0-6	3,364.43	0.00	0.00	0.00	0.00	0.00	3,364.43	0.00
408	24" RCP 0-6	5,653.35	0.00	0.00	0.00	0.00	0.00	5,653.35	0.00
409	P-5 INLET 0-8	6,822.00	0.00	0.00	0.00	0.00	0.00	6,822.00	0.00
410	P-6 INLET 0-8	7,380.00	0.00	0.00	0.00	0.00	0.00	7,380.00	0.00

AIA Type Document
Application and Certification for Payment	Page 26 of 27

TO (OWNER): HANOVER TYSON, LLC	PROJECT: TRINITY PLACE	APPLICATION NO: 16	 DISTRIBUTION 605 COMMONWEAL TH AVENUE		22004	JW		TO:
STE 450	PERIOD TO: 6/20/2023	OWNER
ORLANDO, FL 32803	ARCHITECT
CONTRACTOR
FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT):	 ARCHITECT'S 1726 W BROADWAY		PROJECT NO:
OVIEDO, FL 32765

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED
ITEM	DESCRIPTION		VALUE	APPLICATIONS	THIS PERIOD	MATERIAL	STORED	 _°lo

- BALANCE		RETAINAGE

411	TYPE C INLET 0-8	7,316.00	0.00	0.00	0.00	0.00	0.00	7,316.00	0.00	
412	24"M.E.S.	5,458.00	0.00	0.00	0.00	0.00	0.00	5,458.00	0.00	
413	STORM SEWER TESTING	1,500.00	0.00	0.00	0.00	0.00	0.00	1,500.00	0.00	
414	WELLPOINTS	2,000.00	0.00	0.00	0.00	0.00	0.00	2,000.00	0.00	
415	ASPHALT MILLING	9,200.00	0.00	0.00	0.00	0.00	0.00	9,200.00	0.00	
416	ASPHALT OVER-BUILD	36,750.00	0.00	0.00	0.00	0.00	0.00	36,750.00	0.00	
417	3" OVERLAY	52,053.45	0.00	0.00	0.00	0.00	0.00	52,053.45	0.00	
418	2.5" TYPE SP-12.5 ASPHALT	14,100.84	0.00	0.00	0.00	0.00	0.00	14,100.84	0.00	
419	1O" CRUSH CONC BASE	16,136.64	0.00	0.00	0.00	0.00	0.00	16,136.64	0.00	
420	12" STABILIZED SUBGRADE	3,042.00	0.00	0.00	0.00	0.00	0.00	3,042.00	0.00	
421	STABILIZED CURB PAD	2,132.00	0.00	0.00	0.00	0.00	0.00	2,132.00	0.00	
422	TYPE F CURB (24")	14,518.90	0.00	0.00	0.00	0.00	0.00	14,518.90	0.00	
423	DRIVEWAY REPLACEMENT	12,858.00	0.00	0.00	0.00	0.00	0.00	12,858.00	0.00	
424	PAVEMENT MARKINGS	28,884.30	0.00	0.00	0.00	0.00	0.00	28,884.30	0.00	
TOTAL CHANGE ORDER 23

CHANGE ORDER 24	281,777.19	0.00	0.00	0.00	0.00	0.00	281,777.19	0.00	
425	3" ASPHALT OVERLAY	-122,967.80	
0.00	
0.00	
0.00	
0.00	
0.00	
-122,967.80	0.00	
426	2.5' TYPE SP-12.5 ASPHALT	-62,444.16	0.00	0.00	0.00	0.00	0.00	-62,444.16	0.00	
427	ASPHALT MILLING	7,500.00	0.00	0.00	0.00	0.00	0.00	7,500.00	0.00	
428	2.5" TYPE SP-12.5 ASPHALT	79,452.81	0.00	0.00	0.00	0.00	0.00	79,452.81	0.00	
429	3" ASPHALT OVERLAY	154,010.65	0.00	0.00	0.00	0.00	0.00	154,010.65	0.00	

AIA Type Document
Application and Certification for Payment	Page 27 of 27

TO {OWNER): HANOVER TYSON, LLC
605 COMMONWEALTH AVENUE STE 450
ORLANDO, FL 32803

PROJECT: TRINITY PLACE
22004	JW

APPLICATION NO: 16 PERIOD TO: 6/20/2023

DISTRIBUTION TO:
OWNER ARCHITECT CONTRACTOR

FROM (CONTRACTOR): SWELL CONSTRUCTION GROUP INC.	VIA (ARCHITECT): 1726 W BROADWAY
OVIEDO, FL 32765

ARCHITECT'S PROJECT NO:

CONTRACT FOR:	CONTRACT DATE:

SCHEDULE	PREVIOUS	COMPLETED	STORED	COMPLETED
ITEM	DESCRIPTION	  VALUE	 APPLICATIONS  THIS PERIOD 	MATERIAL		STORED	-· _  %	BALANCE	- ETA	G -
  	 
	 -·-

430	ASPHALT OVERBUILD	78,750.00	0.00	0.00	0.00	0.00	0.00	78,750.00	0.00
TOTAL CHANGE ORDER 24	134,301.50	0.00	0.00	0.00	0.00	0.00	134,301.50	0.00
CHANGE ORDER 25
431	STORM PLAN DISCREPANCIES	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00
432	MANHOLE 0-8	2,889.90	2,889.90	0.00	0.00	2,889.90	100.00	0.00	288.99
433	D BOX 0-6	3,853.75	3,853.75	0.00	0.00	3,853.75	100.00	0.00	385.38
434	RECREATION AREA	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00
435	ADDITIONAL SIDEWALK	30,676.25	0.00	0.00	0.00	0.00	0.00	30,676.25	0.00
436	SOUTHWEST CORRUGATED	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00
STORM TIE-IN
437	18" ADS HD	6,300.08	6,300.08	0.00	0.00	6,300.08	100.00	0.00	630.01
438	18' YARD DRAIN	2,857.62	1,285.93	0.00	0.00	1,285.93	45.00	1,571.69	128.59
439	CONNECT TO EXISTING	3,200.00	0.00	0.00	0.00	0.00	0.00	3,200.00	0.00
TOTAL CHANGE ORDER 25	49,777.60	14,329.66	0.00	0.00	14,329.66	28.79	35,447.94	1,432.97
REPORT TOTALS	$12,269,358.62	$9,570,805.43	$449,205.10	$0.00	$10,020,010.53	81.67	$2,249,348.09	$1,002,001.18

Kissimmee Construction Management
4043 Winderlakes Drive
Orlando, FL 32835
407-427-0762

INVOICE

Inv. No.2279

Sold To HANOVER HOMES	Job
TRINITY PLACE OUC CONDUIT PHASE 1	
Address	Address	
City, State,	City, State, Zip	
Customer Order #	Sold By	Terms NET ON RECEIPT	F.O.B.	Date 0 03/05/2023	
ORDERED	SHIPPED	DESCRIPTION	PRICE	UNIT	AMOUNT	

							
		DRAW ON					
		FURNISH AND INSTALL OUC ELECTRICAL					
		CONDUIT					

							
		AMOUNT THIS INVOICE		$	200,000	00	

							
							
		DUE ON RECEIPT----------------------		$	200,000	00	

							
							
		SignNow e-signature ID: 94cb23c6f2...
03/06/2023 18:02:24 UTC					

		SignNow e-signature ID: 89ea81b9e3... 03/06/2023 18:13:26 UTC					

.	'

+---H-,L--:,C--:E,-dg-e-:-H-o..ki.-l.ng-s.-L-LC 

63-92851632

.:..;	:.

	   .. Operating,One.F.lorida.Bank......... ·-·· 	-····-.7

_:._  3WPlndoch·Avo;Sui1e·A----'------...:.	1

605 CommonwtallhAv•nu,	Orlando,Fl 328116

Orlando,FL:11ao3

"'200,00UO

I 1,li	KissimmeeConstruciioo Management

I "	4043WinderlakesDnve
!	Orla	:8. ----·-·-··-·-·-·---·-·--···-·	·--·--·-·-··-

I
I
i
	 .I

Check	2778	Date 03/16	Amount: $200,000.00

Kissimmee Construction Management
4043 Winderlakes Drive
Orlando, FL 32835
407-427-0762

INVOICE

Inv. No.2280

Sold To HANOVER HOMES	Job
TRINITY PLACE OUC CONDUIT PHASE 1	
Address	Address	
City, State,	City, State, Zip	
Customer Order #	Sold By	Terms NET ON RECEIPT	F.O.B.	Date 0 04/10/2023	
ORDERED	SHIPPED	DESCRIPTION	PRICE	UNIT	AMOUNT	

							
		DRAW ON					
		FURNISH AND INSTALL OUC ELECTRICAL					
		CONDUIT					

							
		AMOUNT THIS INVOICE		$	225,000	00	

							
							
		DUE ON RECEIPT----------------------		$	225,000	00	

							

					
		SignNow e-signature ID: a650bf6247...
04/11/2023 17:49:22 UTC	SignNow e-signature ID: 1c150f045b...					
		04/11/2023 20:58:27 UTC					

pi"r
I

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l

HLCEdgeHoldings,LLC
605CommonweallhAv.nue Orlando.Fl 321Y.13

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63-9285/632

I

Operating,OneFloridaBank

I

33WPineloch Ave,SuiteA
O1l•ndo,FL 328-06	I

PAY	EXACTLY	225,000DOLLARSAND 00CENTS

..T.,O.t.u.t

KissimmeeConstructionManagement 4043Windetlakes Drive Orlando,FL32835

'	·	..-·-·-· ·-··-· ··-·- ..-·.-·-·	·-	·-

Check	2829	Date: 04/24	Amount $225,000.00

Kissimmee Construction Management
4043 Winderlakes Drive
Orlando, FL 32835
407-427-0762

INVOICE

Inv. No.2281

Sold To HANOVER HOMES	Job
TRINITY PLACE OUC CONDUIT PHASE 1	
Address	Address	
City, State,	City, State, Zip	
Customer Order #	Sold By	Terms NET ON RECEIPT	F.O.B.	Date 0 05/30/2023	
ORDERED	SHIPPED	DESCRIPTION	PRICE	UNIT	AMOUNT	

							
		DRAW ON					
		FURNISH AND INSTALL OUC ELECTRICAL					
		CONDUIT					

							
		AMOUNT THIS INVOICE		$	46,530	00	

							
							
		DUE ON RECEIPT----------------------		$	46,530	00	

SignNow
06/07/20	e-signature ID:
23 20:07:32 UTC	488f438953...
SignNow e-signature 06/07/2023 20:13:17	ID: dd1d75ef28. UTC	..			

							

							

PERFORMANCE BOND (with Surety) Bond No. _c_1c_1_91_9_5o_o	_

KNOW ALL MEN BY THESE PRESENTS:
HanoverTyson LLC
That, Od6a0n5doC,oEmLm3o2n8w03ea(\4th07A) v9e8,6-1440 ,h erem•

afiter called

tL1. le "Prm•

c1•paI" and	c ap1• toI I ndemn1·ty c orporati on

PO Bo.x 59001 Madison, WI 53705 (6081 829-4200 , a surety company authorized to do business in the State of
Florida, hereinafter referred to as 'Surety" are held and fitmlY, ho.1mrl to the Citv of St. Cloud, Florida, hereinafter

JUS

known as the"C.tty,,, .m1t 1e full and . t

sumof	TwofoulrllfTlllhloonu"s"Falnved HEuifntid, rFeoduFr orty

and87IJ00 U S• •

Dollars ($ 2,544,054.87 ) lawful money of the United States of America, to be paid to the City of St. Cloud, to which payment well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

WHEREAS, the above bound Principal, as a condition precedent to the approval by the City of a certain development known as Trinity Place	has covenanted and agreed with the City to construct all city maintained improvements and other improvements based upon development plans and specifications pertaining to said development, said development plans and specifications by Hanson Walter& Associates, Inc.	being dated January 13, 2022 and being on file with the City Engineer, and

WHEREAS, it is a condition to the approval of said development that this bond be executed;

NOW THEREFORE, the conditions of these obligations are such that if the bonded Principal shall construct the aforesaid improvements in accordance with the above described development plans and specifications on or before the latter of two (2) yea.rs from September 27, 2022	or until such time Pdncipal request release of this bond and City approves said release, whichever is later and shall in every respect fulfill its, his, their obligations under the development plans and specifications, and shall indemnify and save harmless the City against or from all claims, costs, expenses, damages, injury or loss, including engineering, legal and contingent costs, which the City may sustain on account of the failure of the Principal to perform in accordance with the development plans and specifications within the time therein specified, and shall thereupon provide the City with a two year maintenance bond for the completed improvements, in a form acceptable to the City, thereafter this obligation may be released upon 30 days written notice to the City by the surety company, otherwise it shall remain in full force and effect until released in writing by the City.

The Surety unconditionally covenants and agrees that if the Principal fails to perform all or part of the obligations set forth above as required by the development's plans or specifications referred to above, wiiliin the time specified, the Surety, upon written notice from the City, or its authorized agent or officer, of the default, shall forthwith perform and complete the aforesaid obligation and pay the costs thereof, including, but not limited to engineering, legal and contingent costs. Should the Surety fail or refuse to perform and complete the said obligations, the City, in view of the public interest, health, safety, and welfare factors involved and the inducement in approving and filing the said plat, shall have the right to resort to any and all legal remedies against ilie Principal and the Surety, or either, both at law and in equity, including specific performance, to which the Principal and Surety unconditionally agree.

The Principal and the Surety further jointly and severally agree that if the Principal fails to satisfactorily perform all or part of the construction work required by the development plans referred to above, or any approved amendments or changes thereto, the City, at its sole option, shall have the right to construct or cause to be constructed, the aforesaid improvements and pursue any and all rights or remedies in law or equity, including, but not limited to, injunction or specific performance, against the Principal or the Surety. In the event that the City should exercise, maintain or pursue any such remedy or right, the Principal and the Surety shall be jointly and severally liable hereunder to reimburse the City the total cost of any such construction and damages sustained on account of the failure of the Principal to perfmm any or all of the provisions of said agreement, including, but not limited to, engineering, construction, legal, and contingent costs.

PERFORMANCE BOND (with Surety) Bond No. _c_Ic_1_91_9_5_oo	

IN WITNESS WHEREOF, the Principal and Surety have executed these presents this _2_7_t_h	day of_

r each signature)

Prinl Name·

September	2022.

 Hanover Tyson, LLC

(Signature)

Print Name:

s+<p he.."'

rosi..

PRINCIPAL:	(Corporate Seal)
Print Title:	

Address·  605 Commonwealth Avenue	

 Orlando, FL 32803	

Telephone No.:  407-988-1404

Attest: 	 _
(If a corporation)

Print Name:	

Pri  Title:	

SURETY:

Signed, sealed and delivered in the presence of:
(2 witness signatures required for each signature)

(Signature)

Print Name:  William J. Palmer	

Pri11t Title: Attorney-In-Fact, Florida Jlesident Agent

Address: 1411 Edgewater Drive, Suite 104

Orlando, FL 32854
TelephoneNo.:  407-841-2460

Date: September 27, 2022

ATTEST (to surety)

Print Name:  Anita Waters	

Print Title:  Account Manager
Address·  1411 Edgewater Drive, Suite 104	 Orlando, Florida 32854
Telephone No.: 689-240-7200

Note: Both Principal and Attest signatures for corporation must be officers of the corporation.

CAPITOL INDEMNITY CORPORATION POWER OF ATTORNEY

	CIC1919500	
Bond Number

KNOW ALL MEN BY THESE PRESENTS, That the CAPITOL INDEMNITY CORPORATION, a corporation of the State of Wisconsin, having its principal offices in the City of Middleton, Wisconsin, does make, constitute and appoint

-------------------WILLIAMJ.  PALMER----------------------
its true and lawful Attorney(s)-in-fact, to make, execute, seal and deliver for and on its behalf, as surety, and as its act and deed, any and all bonds, undertakings and contracts of suretyship, provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed in amount the sum of
-----------ALL WRITTEN INSTRUMENTS IN AN AMOUNT NOT TO EXCEED: $20,000,000 00	­
This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of CAPITOL INDEMNITY CORPORATION at a meeting duly called and held on the 15th day of May, 2002.
"RESOLVED, that the President, Executive Vice President, Vice President, Secretary or Treasurer, acting individually or otherwise, be and they hereby are granted the power and authorization to appoint by a Power of Attorney for the purposes only of executing and attesting bonds and undertakings, and other writings obligatory in the nature thereof, one or more resident vice-presidents, assistant secretaries and attorney(s)-in-fact, each appointee to have the powers and duties usual to such offices to the business of this company; the signature of such officers and seal of the Company may be affixed to any such power of attorney or to any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company, and any such power so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking or other writing obligatory in the nature thereof to which it is attached. Any such appointment may be revoked, for cause, or without cause, by any of said officers, at any time."

In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and authority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond.

In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation.

IN WITNESS WHEREOF, the CAPITOL INDEMNITY CORPORATION has caused these presents to be signed by its officer undersigned and its corporate seal to be hereto affixed duly attested, this 1st day of)anuary, 2020.

Attest: tJ	T f(	
VtL
Ryan J. Byrnes Senior Vice President,
Chief Financial Officer and Treasurer

	'.h J'Y\ Suzanne M. Broadbent
Assistant Secretary

CAPITOL INDEMNITY CORPORATION

John L. Sennott, Jr.

Chief Executive Officer and President

STATE OF WISCONSIN } COUNTY OF DANE	S.S.:
On the I st day of January, 2020 before me personally came John L. Sennott, Jr., to me known, who being by me duly sworn, did depose and say: that he resides in the County of Hartford, State of Connecticut; that he is Chief Executive Officer and President of CAPITOL INDEMNITY CORPORATION, the corporation described in and which executed the above instrument; that he knows the seal of the said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name
thereto by like order.	"'1111111•n rm1111111,

,l',;,,o_.J. REG

J

§', 'i!:--·	''(
Q,  T \ \

STATE OF WISCONSIN COUNTY OF DANE

}  S.S.:

 '.:,_·..fJ)•••  -J§:
o,i.............
'lft1Jm11,r 111W' ''\'>

David J. Regele Notary Public, Dane Co., WI My Commission Is Permanent

I, the undersigned, duly elected to the office stated below, now the incumbent in CAPITOL INDEMNITY CORPORATION, a Wisconsin Corporation, authorized to make this certificate, DO HEREBY CERTIFY that the foregoing attached Power of Attorney remains in full force and has not been revoked; and furthermore, that the Resolution of the Board of Directors, set forth in the Power of Attorney is now in force.

Signed and sealed at the City of Middleton, State of Wisconsin this.	2_7_th

day of 	S_e_p_l_e_m_b_e_r	._20. 

;µJg
Andrew B. Diaz-Matos

2_2

Senior Vice President, General Counsel _and Secretary
THIS DOCUMENT HAS BEEN GENERATED FOR A SPECIFIC BOND. IF YOU HAVE ANY QUESTIONS CONCERNING THE AUTHENTICITY OF THIS DOCUMENT CALL 800-475-4450.	CIC-ePOA-M (Rev. 01-2020)

CapSpecialty
Especially now

1600 Aspen Commons, Suite 300
Middleton, WI 53562
Phone: 800.475.4450
CapSpeclalty.com

SURETY BOND SEAL AND SIGNATURE ADDENDUM
PLATTE RIVER INSURANCE COMPANY - CAPITOL INDEMNITY CORPORATION

Due to logistical issues associated with the use of raised seals and wet signatures during the COVID-19 pandemic, CapSpecialty and its writing companies Platte River Insurance Company and Capitol Indemnity Corporation have authorized their Attorneys-in-Fact to affix Platte River Insurance Company and/or Capitol Indemnity Corporation's electronic corporate seal and electronic Attorney-In-Fact signatures to any bond executed on behalf of Platte River Insurance Company and/or Capitol Indemnity Corporation by any such Attorney-in-Fact by attaching this Addendum to said bond.

To the extent this Addendum is attached to a bond that is executed on behalf of Platte River Insurance Company and/or Capitol Indemnity Corporation by their Attorney-in..;Fact, Platte River Insurance Company and/or Capitol Indemnity Corporation hereby agree that the seals below shall be deemed affixed to said bond to the same extent as if their raised corporate seal was physically affixed to the face of the bond. Additionally, Platte River Insurance Company and/or Capitol Indemnity Corporation authorize their Attorney-In-Fact to use electronic signatures to the same extent as if a wet signature was physically affixed to the face of the bond.

Dated this	27th	day of September	2022.

Platte River Insurance Company and Capitol Indemnity Corporation

By:   .   .._cf--'--:C_1_ _	,	_.	.		

John L. Sennott, Jr., Chief Executive Officer and President

IF YOU HAVE ANY QUESTIONS CONCERNING THE AUTHENTICITY OF AN ELECTRONCIALLY SEALED AND/OR SIGNED BOND, PLEASE CALL 860-494-4914 OR EMAIL SDRAKE@CAPSPECIALTY.COM. PLEASE REFERENCE THE BOND NUMBER IN ANY CORRESPONDENCE.

CAPITOL INDEMNITY CORPORATION	CAPITOL SPECIALTY INSURANCE CORPORATION	PLATTE RIVER INSURANCE COMPANY

SURVEYORS NOTES:

NO.

REVISION

DATE

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THIS ITEM HAS BEEN ELECTRON/CALLY SIGNED AND SEALED USING A
SHA-1 AUTHENTICATION CODE. PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND SEALED. ALL SHA-1 AUTHENTICATION CODES MUST BE VERIFIED ON ANY ELECTRONIC COP/ES.
	LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD, BY THIS FIRM.

3.

UNDERGROUND IMPROVEMENTS AND INSTALLATIONS HAVE NOT BEEN

LOCATED, UNLESS OTHERWISE SHOWN.
THE PURPOSE OF THIS DRAWING IS TO PROVIDE AS-BUILT INFORMATION ON THE RECLAIM WATERMAIN IMPROVEMENTS FOR TRINITY PLACE,
DESIGN FEATURES ARE SHOWN FOR ORIENTATION PURPOSES ONLY. VERTICAL DATUM IS NAVO 88, PER PLAN.
THIS IS NOT A BOUNDARY SURVEY.
DATA SHOWN HEREON JS BASED ON A 106 SHEET SET OF CONSTRUCTION

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TRINITY	CROSSINGS

PLANS FOR TRINITY PLACE, OSCEOI.A COUNTY, FL
APPROVED FOR CONSTRUCT/ON DATE 1/13/2022.

GRAPHIC SCALE
1" = 50'

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'B=OT'TOM OF 8" PVC Fl.I • 67.97 TOP OF 12" PVC MM • 66.71 S£PARATION = 1.26'

BOTTOM OF 12" PVC MM • 66.J6 TOP OF 8" PVC SAIi = 55.02 S£PARATION • 11.34'

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BOTTOM OF 8" PVC MM= 66.79 rOP OF 12· PVC RM = 65.68 SEPARATION• 1.11'

}H;
BOTTOM OF 8" PVC MM = 66.5J TOP OF #J" RCP ST/J • 62.26 SEPARATION• 4.27'
'=21

.,,,_

80170M OF 8" PVC MM • 66.34 TOP OF 6" P.C RM • 65.J4 S£PARATION = l.00'

BOTTOM OF 12" PVC 11M • 66.15 TOP OF 6" P.C RM • 64.46 S£PARATION = 1.69'

i6ll
BOTTOM OF 12" PVC 11M • 66.J!
TOP OF u· RCP ST/J = 65.J/
SEPARATION• l.00'

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BOTTOM OF 12" Pitt" 11M • 66.J5
TOP OF 12" PVC RM • 65.05 SEPARATION= I.JO'

'=Z
BOTTal OF 12" Pitt" 11M • 67.45
TOP OF 12" PVC RM = 65.96 SEPARATION• 1..f-9'
'=12
BOTTQI,/ OF 8" PVC 1W = 66.91
TOP OF 8" PVC SAIi = 60.80 SEPARATION• 6.11'
"'1l
BOTTOM OF 8" PVC MM = 66.54
TOP OF 8" PVC SAN • 65.JB SEPARATION• 1.18'
'=2Z
BOTTOU OF 8" PVC MM • 65.97

""'

TOP OF 12" PVC RM • 64.90 SEPARATION= /.OT

BOTTOM OF 8" PVC MM• 65.70 TOP OF 8" SAIi = 62.41 SEPARATION= J.29'
'B=O"TTal OF 12" PVC 11M • 66.J! TOP OF 8" PVC SAIi = 6/.J9 SEPARATION• .f-.92'

bl
BOTTOM OF 12" PVC MM• 66.15
TOP OF 8" PVC SAIi • 50.97 SEPARATION= 15.18'

lf=ll
BOTTOM OF 12" PVC MM • 67.72

"""

TOP OF 8" PVC SAIi = 58.47 SEPARATION• 9.25'

BOTTOM OF 8" Pve 11M = 66.49 TOP OF 54" RCP S7M = 57.50 SEPARATION• 8.99'

Xc1i1
BOTTOM OF 8" pve 11M = 66.J!i
TOP OF 15" RCP ST/J • 64.75 SEPARATION• 1.60'
<ell
BOTTOM OF 8" PVC 11M • 65.96

""'

TOP OF 18" RCP ST/I • 61.70 SEPARATION= 4.26'

BOTTOM OF 8" pve 11M • 65.71
TOP OF 42" RCP STI.I • 58.74
.S,E,P,ARATION= 6.9T
BOTTOM OF 8" Pve 11M = 64.94 TOP OF JO" RCP S7M = 60.IJ SEPARATION• 4.18'

BOTTOM OF 8" PVC RII • 67.46 TOP OF 12" PVC MM • U.JO S£PARATION = 1.16'

""

'B=OT'TOM OF 8" PVC 1W • 67.25 TOP OF 8" Pve SAIi = 60..f-1 SEPARATION• 6.8-1'

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BOTTOM OF 8" PVC 1W = U.49

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rOP OF 12· PVC RI.I= 64.77 SEPARATION• 1.72'

BOTTOM OF 8" PVC SAN = 65.87

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TOP OF 8" PVC 11M • H.49 SEPARATION• I.J8'

BOTTOM OF rl" PVC 11M • 65.8J
TOP OF 8" Pve SAIi • 6J.66

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SEPARATION - 2.IT

BOTTOM OF 8" PVC 1W • 64.85 TOP OF 12" PVC R/J = 64.J!i S£PARATION = 0.50'
bH
BOTTOM OF 12" PVC RM • 64.01
TOP OF 8" pve SAIi = 54.19 SEPARATION• 9.82'

BOTTOM OF 12" PVC Ml • 66.H TOP OF 18" RCP SIW • 66.0J SEPARA.TION = 0.6/'

""

'=111
BOTTOI,/ OF 8" PVC MM • 67.09
TOP OF U" RCP SIi,/ = 65.U
SEPARA.TION • 1.85'
'B=OT"TOM OF 8" PVC 1W = 66.5J rOP OF 8" PVC Rl.f = 65.01 SEPARA.TION • 1.52'

b1Q
BOTTOM OF 8" PVC 1W = 66.J4
TOP OF JO" RCP SIi,/ • 62.26 SEPAIIA.TION • 4.08'
'="-
BOTTOM OF 12" PVC MM• 66./5

"""

TOP OF 24" RCP SIi,/ • 59.90 SEPAIIA.TION - 6.25'

BOTTOM OF 2" PVC RM • 6/iO/
TOP OF 12" PVC 11M = 67.01
.S,EP,A,RA.TION = 1.00'
BOTTOI,/ OF 8" PVC RM • 67.
TOP OF 15• RCP S7M = 66.2J SEPARATION• 1.22'

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"BO"TT'OM OF 8" PVC R/1 = 67.25

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12" PVC Rl.f = 67.24

"BO"TT"OM OF 12" PVC RI.I = U.91

"BO"TT'OM OF 12" PVC RM = 66.96

"BO"TT"OM OF /2" PVC Rl.f = 66.89

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rOP OF

8" PVC SAIi • 54.66

BOTTQI,/ OF
TOP OF e· PVC SAIi • 57.55

TOP OF 8" PVC SAIi • 61.48

rop OF 5.f-" RCP ST/J • 56.90

rOP OF 8" PVC SAN• Bo.JO

'2 0u

S£PARATION • 12.59'
"BO"IT'OM OF 6" PVC R/1 = 66.JJ
TOP OF 60" RCP ST/J • 55.89
SEPARATION• 10.44'

SEPARATION• 9.69'

'="

BOTTOM OF 6" PVC RI.I = 66.Jl TOP OF 8" PVC SAN • 65.08 SEPARATION• 1.29'

SEPARATION• 5.45'

BOTTOM OF 6" PVC RM = BJ.BO TOP OF 54" RCP STM • 61.15 SEPARATION• 2.65'

SEPARATION• I0.06'

'=H
BOTTOM OF 6" PVC RI.I = U.45
TOP OF 18" RCP STM • 64.JJ SEPARATION• 2.12'

SEPARA.TION • 6.19'

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BOTTOM OF 6" PVC RM = 66.80 TOP OF 24" RCP ST/I• 59.26
SEPAIIA.TION • 7.54'	V,
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BOTTOM OF 12" PVC RM • 65.87

'B=OT"TOU OF 6" PVC RM • 65.88

"BO"TT'OM OF 12" PVC RM• 65.75

"BO"TT"OM OF 12• PVC RM • 65.61

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BOTTOM OF

15" RCP ST/I • 6J.87

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TOP OF 24" RCP ST/I• 61.72

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SEPARATION= 4.15'

BOTTOM OF 2" PVC R/1 • 67.J5 TOP OF 54• RCP SDI = 57.8J S£PARATION = 9.52'
i!=:i!i.
BOTTOM OF 15" RCP ST/J = 66.59
rOP OF 8" PVC SAIi = 57.0J SEPARATION• 9.56'

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BOTTOM OF 8" PVC SAIi = 59.95 rOP OF 54" RCP ST/J • SJ.JO SEPARATION• 2.65'

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80170M OF 8" PVC SN'/ = 65.00 TOP OF 15" RCP STM • 6J.25 S£PARATION = 1.75'

BOTTOM OF 8" PVC SAIi • 6J.J4 TOP OF 15• RCP STM • 62.09 SEPARATION= 1.25'
if=l!i
BOTTOM OF 8" PVC SAIi = 61.76
TOP OF 42" RCP ST/J = 58.55 S£PARATION • J.2/'
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BOTTOM OF 24" RCP STI./ = 62.U
rOP OF e· PVC SAN = 61.28 SEPARATION• 1.48'

HQ
BOTTOM OF = TOP OF = SEPARATION•

TOP OF J6" RCP SIW • 59.68 SEPARATION= 6.20'

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BOTTal OF 2" PVC RM = 67.J!i TOP OF 8" PVC SAIi = 61.J6 SEPARATION• 5.99'

'="

'B=OT"TQI,/ OF 15" RCP STU = 65.72 TOP OF 6" PVC SAIi = 59.21 SEPARATION• 6.51'

BOTTOU OF 15" RCP STU = 64.7.f­
TOP OF 8" PVC SAN • 62.CH SEPARATION• 2.10'
,=
BOTTOM OF 8" PVC SAN = 65.09 TOP OF 15" RCP STM • 6J.J6 SEPARATION= 1.JJ'
"'11.
BOTTOU OF 8" PVC SAN • 62.81
TOP OF 18" RCP STI.I • 61.59 SEPARATION= 1.22'

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BOTTOU OF 8" PVC SAN = 62.70

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TOP OF 15" RCP S7M = 62.05 SEPARATION• 0.65'

BOTTOU OF 12" P\IC Rl.f = 65.87 TOP OF e· PVC SAIi = 6J.59 SEPARATION• 2.28'

BOTTOM OF = TOP OF = SEPARArlON •

TOP OF 8" PVC SAIi • 62.SJ SEPARATION= J.22'

"""

"""

BOTTOM OF 15" RCP STM • 64.5J TOP OF 8" PVC SAIi = 54.66 SEPARATION= 9.8T

BOTTOM OF 15" RCP STI./ = 65.lJ TOP OF 8" PVC SAIi = 60.06 SEPARATION• 5.9T
"BO"TT'OM OF /5" RCP S7M = 64.55
TOP OF 8" PVC SAIi • 6J.OO

""'

SEPARATION• 1.55'

BOTTOM OF 8" PVC SAN= 65.75 TOP OF 15" RCP ST/I • 64.67 SEPARATION= 1.08'
'=1.1
BOTTOM OF 8" Pve SAIi • 64.16
TOP OF 15" RCP ST/I • 6J.-48 SEPARATION = 0.68'

'=111
BOTTOM OF 8" Pve SAIi = 64.19
TOP OF 15" RCP ST/J = 62.97 SEPARATION• 1.22'

l=l!.l
BOTTOM OF 6" Pve RI,/ = 65.88
TOP OF 8" PVC SN'/ = 6J.62 SEPARATION• 2.26'

'B=OT"TOM OF =
rvP OF =
SEPAfl.AT/ON •

TOP OF 24" RCP SIW • 61.10 SEPARATION - 4.51'

"""

BOTTOM OF 15" RCP SIW 66.CH TOP OF 8" PVC SAIi = 54.82 S£PARATION • 11.22'
'B=OT"TOM OF u· RCP SIi,/ = 62.51 TOP OF 8" PVC SAN = 61.40 SEPARATION• U/'

-

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BOTTOM OF 8" PVC SAN = 6J.54
TOP OF 15" RCP STM • 62.0J SEPARATION• 1.51'

BOTTOM OF 8" PVC SAN = 66.49 TOP OF 15" RCP STM • 64.51 SEPARATION= 1.98'

&ca
BOTTOM OF 8" PVC SAN • 65.88

'="-

TOP OF 15• RCP STI.I • 64.76 S£PARATION = 1.12·

"""

BOTTOM OF 8" PVC SAN = 65.42 TOP OF IS" RCP SIi,/ = 64.00 SEPARATION• 1.42'

"'-"

BOTTOM OF 8" PVC Fl.f = 67.79 rOP OF 12· PVC RI.I = 65.22 SEPARATION• 2.57'

BOTTOM OF = TOP OF = SEPARATION•

TOP OF 12" PVC RM • 62.JB SEPARA.TION - 1.51'

.,,.

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BOTTOM OF JO" RCP STI./ = 60.81 TOP OF 8" PVC SAN = 55.JI SEPARATION• 5.50'

BOTTOI,/ OF /5" RCP SIi,/ = 65.14 TOP OF 8" PVC SAN = 61.96 SEPARATION• J./8'
"BO"TT'OM OF 8" PVC SAIi = 64.JB
TOP OF 15" RCP STM • 62.10
SEPARA.TION • 2.26'

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BOTTOM OF 8" PVC SAIi = 65.H TOP OF 15" RCP STM • 6.f-.J9 SEPAIIA.TION = 1.05'

BOTTOM OF 8" PVC SAN • 62.22
TOP OF u• RCP 511,1 • 61.18
SEPARATION= !.CH'

lf=ll/l

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BOTTOI,/ OF 15" RCP SIi,/ = 65.JJ rOP OF 8" PVC SAN = 61.50 SEPARATION• 4.23'

BOTTOM OF /8" CJ.IP SIi,/ = 66.61 TOP OF U" RCP SIi,/ = 61.20 SEPARA.TION • 5.41'
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BOTTOM OF = TOP OF = SEPARA //ON •

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954' ~ 12• OR-18 PVC REUSE MAIN

WIR[ F[NC[

x\_ 1,866' ~ 12" OR-18 PVC REUSE MAIN

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1" = 50'

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RECLAIM WATERMAIN LEGEND:
1"><J RECLAIM WATER VAL VE (RV)
1"><J BLOW OFF VALVE
[Rj RECLAIM WA1ER METER (RM) BR = BELL RESTRAINT
EL. = ELEVATION
H.S. = HORIZONTAL SEPARATION PVC = POLY VINYL CHLORIDE
RL = RECLAIM WATERMAIN
RMF = RECLAIM WATERMAIN FITTING RS = RECLAIM WATER SADDLE
X-# = UTILITY CROSSING

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SURVEYORS NOTES:

THIS ITEM HAS BEEN ELECTRON/CALLY SIGNED AND SEALED USING A SHA-1 AUTHENTICATION CODE. PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND SEALED. ALL SHA- I AUTHENTICATION
CODES MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

	LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD, BY THIS FIRM.

J.	UNDERGROUND IMPROVEMENTS AND INSTALLATIONS HAVE NOT BEEN LOCATED, UNLESS OTHERWISE SHOWN.

	THE PURPOSE OF THIS DRAWING IS TO PROVIDE AS-BUILT INFORMATION ON THE RECLAIM WATERMAIN IMPROVEMENTS FOR TRINITY PLACE,
DESIGN FEATURES ARE SHOWN FOR ORIENTATION PURPOSES ONLY. VERTICAL DATUM IS NAVD 88, PER Pl.AN.

THIS IS NOT A BOUNDARY SURVEY.

	DATA SHOWN HEREON IS BASED ON A 106 SHEET SET OF CONSTRUCTION PLANS FOR TRINITY PLACE, OSCEOLA COUNTY, FL
APPROVED FOR CONSTRUCTION DATE 1/13/2022.

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73.75

73.81

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~ 12" DR-18 PVC REUSE MAIN

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IRS-181
X-41  ,tri::,

IRS-191 .Pi::,

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1" = 50'

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IRs-221 .Po

1,029' ~ 6" DR-18 PVC REUSE MAJN----

RL-49.	.._

72.79

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RECLAIM
WA TERMAIN LEGEND:
["X] RECLAIM WATER VAL VE (RV)
["X] BLOW OFF VAL VE
[BJ RECLAIM WATER METER (RM) BR = BELL RESTRAINT
EL. = ELEVATION
H.S. = HORIZONTAL SEPARATION PVC = POLY VINYL CHLORIDE
RL = RECLAIM WATERMAIN
RMF = RECLAIM WATERMAIN FITTING RS = RECLAIM WATER SADDLE
X-#  = UTILITY CROSSING

RV-61

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IRS-25)

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00

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0

()4' IRS-241

72.79

0.
<.:) 6 ti C:
--'

73.11

72.93

IRS-271

<'o

72.68

72.80

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(/)

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73.03
RL-51
""

72.9J

SURVEYORS NOTES:

"'

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73	IRS-301

THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED USING A
SHA-1 AUTHENTICATION CODE. PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND SEALED. ALL SHA-1 AUTHENTICATION

J:
V)
f--

<'o

I

()4'	72.61

7280

73.20

73.02

CODES MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

	LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD, BY THIS FIRM.

UNDERGROUND IMPROVEMENTS AND INSTALLATIONS HAVE NOT BEEN LOCATED, UNLESS OTHERWISE SHOWN.

	THE PURPOSE OF THIS DRAWING IS TO PROVIDE AS-BUILT INFORMATION ON THE RECLAIM WATERMAIN IMPROVEMENTS FOR TRINITY Pl.ACE.
DESIGN FEATURES ARE SHOWN FOR ORIENTATION PURPOSES ONLY. VERTICAL DATUM IS NAVO 88, PER Pl.AN.

:a:,
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l•s-311	73.29	5.
6.

THIS IS NOT A BOUNDARY SURVEY.
DATA SHOWN HEREON IS BASED ON A 106 SHEET SET OF CONSTRUCT/ON Pl.ANS FOR TRINITY PLACE, OSCEOLA COUNTY, FL

en

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ac..

'

72.34

72.43

72.99

73.14

APPROVED FOR CONSTRUCTION DATE 1/13/2022.

f-- Lu Lu
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SHEET

OF

SHEET 5 OF 5, NOT COMPLETE WITHOUT SHEETS 1, 2, 3, & 4 OF 5.

5

SWELL CONSTRUCTION GROUP INC
1726 West Broadway Street Oviedo, Florido 32765
phone: ( 407) 468-7964

AS BUILT SURVEY of
RECLAIM	WA TERMAIN

AS BUILT SURVEY of
TRINITY PLACE
for	HANSON,	WALTER,	& ASSOC/A TES

PROJECT NUMBER:

DATE SURVEYED:
DATE DRAWN:

"o'l

D

22004
7/20/2023
7/20/2023

5

Richard F. Berg PSM
Florido Professional Survey & Mapper #5885

IMPROVEMENTS

OSCEOLA COUNTY,	FLORIDA

CHECKED:	RFB

DRAWN BY:	JTE

SCALE:	1" = 10' FIELD BOOK:	-

NO.

REVISION

DATE

';j­ C)

-

C)
C'\J C'\J

SURVEYORS NOTES:

'='

TRINITY	CROSSINGS

.,,

'='	'='

'='

THIS ITEM HAS BEEN ELECTRON/CALLY SIGNED AND SEALED USING A
SHA-1 AUTHENTICATION CODE. PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND SEALED. ALL SHA-1 AUTHENTICATION
CODES MUST BE VERIFIED ON ANY ELECTRONIC COP/ES.

	LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD, BY THIS FIRM.

UNDERGROUND IMPROVEMENTS AND INSTALLATIONS HAVE NOT BEEN
LOCATED, UNLESS OTHERWISE SHOWN.
THE PURPOSE OF THIS DRAWING IS TO PROVIDE AS-BUILT INFORMATION
ON THE SANITARY SEWER & FORCE MAIN IMPROVEMENTS FOR TRINITY PLACE,
DESIGN FEATURES ARE SHOWN FOR ORIENTATION PURPOSES ONLY.
VERTICAL DATUM IS NAVO 88, PER PLAN.
THIS IS NOT A BOUNDARY SURVEY.
0
	DATA SHOWN HEREON JS BAS£D ON A 106 SHEET SET OF CONSTRUCTION Pl.ANS FOR TRINITY Pl.ACE, OSCEOLA COUNTY, FL
APPROVED FOR CONSTRUCT/ON DATE 1/13/2022.

N

I

mo

GRAPHIC SCALE

FORCE MAIN LEGEND:
t><] = FORCE MAIN VALVE
FL = FORCE MAIN SHOT ON PIPE FMF = FORCE MAIN FtmNG
FV = FORCE MAIN GA TE VALVE BR = BELL RESTRAINT
X# = UTILITY CROSSING
SEP = VERTICAL SEPARATION

1" = 50'

GRAVEL OR/V[

FL-1

BOTTOM OF 8• PVC Fl.I • 67.97 TOP OF 12• Pve 11M = 66.71 SEPAR,HION = 1.26'

""

BOTTOM OF 12" PVC Ml.I • 66.J6 TOP OF 8" PVC SAN = 55.02 SEPAR1o.TION • 11.J4'

"11_
BOTTOM OF 8" PVC 11M = 66.79 rOP OF 12' pve RM • 65.68 SEPAR,HION • 1.11'

'=11[
BOTTOM OF 8" PVC 11M = 56.SJ TOP OF 48" RCP S™ • 62.26 SEPAR,H/ON = 4.27•

'=21
BOTTOM OF 8• PVC 11M • 56.3.f.
TOP OF 6" PVC RM • 65.J4 SEPAR,HION = /.00'

BOl"TOM OF 12" Pl'C 111,f • 66.J5 TOP OF 12• PVC RI.I = 85.05 SEPARATION• I.JO'

'=Z
BOTTOl,I OF 12' PVC 111,f • 67.45 TOP OF 12" PVC RI.I = 85.96 SEPARATION• 1.49'

"'12
BOl"TOM OF 8" PVC 11M' = 66.91
TOP OF 8" PVC SAN • 60.80 SEPARATION• 6.11'

"BO"l"T'OM OF 8" PVC 11M = 66.54 TOP OF 8" PVC SAN • 65.36
SEPARATION= 1.18•

'=2.1
80170I,/ OF 8" PVC 11M' • 65.97
TOP OF 12• PVC RM• 64.90 SEPARATION= 1.07'

BOTT()l,I OF 12• PVC 11M' • 66.15 TOP OF a• PVC SAN = 50.97 SEPARATION= 15.18'

'="

BOTT()/,/ OF 12• PVC 11M' • 67.72 TOP OF 8" PVC SAN = 58.47 SEPARATION• 9.25'

&ell
BOTT()l,I OF 8" PVC 11M = 66.49
TOP OF 54" RCP S71,/ • 57.SO SEPARATION• B.99'
!icM
BOTTOM OF 8" PVC 11M = 66.J5
TOP OF rs· RCP S™ • 64.75 SEPARATION= 1.60•
'B=OT"T()l,I OF 8" PVC 11M • 65.96 TOP OF 18" RCP 5™ • 61.70 SEPARATION= 4.26'

BOl"TOM OF 8• PVC RM • 67.46 TOP OF 12• PVC IIAI = 66.JO SEPARATION• 1.16'

'='

.,,,

BOTT()/,/ OF s• PVC MM • 67.25 TOP OF 8" PVC SAN = 6G.41 SEPARATION• 6.84'

BOTT()l,I OF 8" PVC 11M' = 66.49 TOP OF 12" PVC RM• 64.77
SEPARATION• 1.12'

'=111_

""'

BOl70l,I OF 8" PVC SAN = 65.87 TOP OF 8" PVC 11M • 64.49 SEPARATION= 1.38'

BOTTOM OF 12" PVC 11M • 6S.8J TOP OF 8" PVC SAN • 6J.66 SEPARATION= 2.17'

BOTTON OF 12" PVC MM • 66.64 TOP OF 18" RCP S1M = 66.0J SEPARATION• 0.61'

"'"'

BOTTOM OF 8" PVC 11M • 67.09 TOP OF 24" RCP S™ = 65.24 SEPARATION• 1.85'

"'1Ji
BOTTOM OF 8" pve 11M 66.SJ
TOP OF 8" PK' RM • 65.01 SEPARATION• 1.52'

/61Q

""'

BOTTOM OF 8" P.C 11M = 66..J.f. TOP OF 30" RCP S™ • 62.26 SEPARATION= 4.08•

.,,,,

BOTTON OF 12" PVC MM• 66.15 TOP OF 24" RCP STM • 59.90 SEPARATION= 6.25'

g	"BO"TT'OM OF 12" Pl'C Ml.I • 66.15

'B=OT"TOl,I OF s• PVC 11M' = 65.70

'=211.
BOTTOM OF 8" PVC

11M = 65.71

'B=OT"T()l,I OF s• PVC MM = 64.85

BOTTON OF 2" PVC RM = 68.01

g

ir
Fl-....

 J
LJ
J
r:
:(

TOP OF 6. PVC RM = 64.4-6 SEPAR,HION • 1.69'
'=-'I.

'="

BOTTOM OF 12" PVC Ml.I = 66.J1 rOP OF 24• RCP S™ = 65.JI SEPARATION• 1.00'

""'

BOTTOM OF 8" PVC RM = 67.25 TOP OF 8" Pl'C SAN • 54.66 SEPARATION• 12.59'

.,,,_

BOTTOM OF 6. PVC RM • 66.JJ TOP OF 60" RCP S™ • 55.89 SEPARATION= 10.44'

BOTTOM OF 12" Pl'C RM • 65.87 TOP OF 24" RCP S™ • 61.72 SEPARATION= 4.15'

TOP OF 8" SAN = 62.41 SEPARATION• J.29'

"""

BOl70l,I OF 12" PVC 111,f = 66.J/ TOP OF 8" PVC SAN = 61.J9 SEPARATION• 4.92'

bl,'

""'

BOl70l,I OF 12" PVC RM = 67.24 TOP OF 8" PVC SAN • 57:55 SEPARATION• 9_59•

""'

BOl70l,I OF 6" PVC RM • 66.J7 TOP OF 8" PVC SAN • 65.08 SEPARATION= 1.29'

BOl"TOM OF 6• PVC RM • 65.88 TOP OF J6" RCP 5™ • 59.68 SEPARATION= 6.20'

TOP OF 42" RCP 571,1 = SB.74 SEPARATION• 6.97'
11=.ll
BOTTOM OF 8" PVC 11M = 64.94
TOP OF JO" RCP S71,/ = 60./J SEPARATION• 4.18'
"BO"TT'OM OF 12" PVC RM = 66.91 TOP OF 8" PVC SAN • 61.4-6

""'

SEPARATION• 5.45'

"""

BOTTOM OF 6" PVC RM • 6J.80 TOP OF 54• RCP 571,/ • 61.15 SEPARATION= 2.65'

BOTT()l,I OF 12" PVC RM• 65.75 TOP OF s• PVC SAN • 62.SJ SEPARATION= J.22'

TOP OF 12" PVC RI.I = 64.JS SEPARATION• 0.50'
bH
BOTT()/,/ OF 12" PVC RI.I = 64.01
rOP OF 8" PVC SAN = 54. 19

'="

SEPARATION• 9.82'

""'

BOTT()/,/ OF 12" PVC RM = 66.96 TOP OF 54" RCP S™ • 58.90 SEPARATION• 10.06'

BOl70l,I OF 6" PVC RI.I • 66.45 TOP OF ts• RCP S71,/ • 64.JJ SEPARATION= 2.12'
'B=OT"TOM OF 12" PVC RI.I • 65.61 TOP OF 24" RCP 5™ • 61.10 SEPARATION= 4.51'

TOP OF 12" P.t: 11M = 67.01 SEPARATION• 1.00'

""'

'="'

BOTTOM OF 8" Pve RI.I = 67.45 TOP OF rs· RCP sni = 66.2J SEPARATION• 1.22'

BOTTOM OF 12" PVC RM = 66.89 TOP OF 8" PVC SAN• 60.70

""'

SEPARATION• 6.19'

""'

BOTTOM OF 6" P.C RM • 66.80 TOP or 24" RCP STM • 59.26 SEPARATION= 7.S4'

BOTTON OF 15" RCP SIM • 6J.87 TOP OF 12" Pve RM • 62 ..J6 SEPARATION= I.St'

'='1.
BOTTOM OF 2• PVC RM = 67.JS
TOP OF 54" RCP S™ = 57.BJ SEPARATION• 9.52'	'="
TOP OF 8" PVC SAN = 61.J6 SEPARATION• 5.99'	""'
SEPARATION• 9.87'	'="
TOP OF 8" PVC SAN = 54.82 SEPARATION• 11.22'	'="
BOTTOM OF JO" RCP 571,1 = 60
TOP OF 8" PVC SAN = 55..JI SEPARATION• 5.50'	
'="
BOTTOM OF rs· RCP S™ = 66.59	""1_
BOl70l,I OF 15" RCP 5™ = 65.72	""'	'="-
BOl70l,I OF 24" RCP S™ = 62.St	"BO"TT'OM OF 15" RCP S™ = 65	
TOP OF 8" Pl'C SAN = 57.0J SEPARATION• 9.56•	TOP OF 8" PVC SAN • 59.21 SEPARATION• 6.51'	TOP OF 8" PVC SAN = 60.06 SEPARATION• 5.97'	TOP OF 8" PVC SAN • 61.40 SEPARA110N • 1.11'	TOP OF 8" Pl'C SAN • 61.96 SEPARATION• J.18'	
'="
TOP OF 54" RCP S™ • 57.JO SEPARATION• 2.65•	"""
SEPARATION• 2.10•	HJ
BOTTOM OF 15" RCP S71,/ = 64.55
TOP OF 8" PVC SAN • 6J.00 SEPARATION• 1.55•	""'
SEPARATION• 1.51•	
"BO"T"TOM OF 8" P.t: SAN = 64 TOP OF rs· RCP S1/J • 62.10
SEPARATION• 2.26•	
/clJ1
BOTTOM OF a• PVC SAN • 65.00	<ell
BOl"TOM OF 8" PVC SAN • 65.09	/clJ1
BOTTOM OF 8" PVC SAN• 65.75	""'	//clQ
BOTTON OF 8" P.t: SAN • 65	

BOTTOl,I OF 2• PVC RM = 67.JS
L

BOTTOM OF ts• RCP 571,1 = 64.SJ TOP OF 8" PVC SAN = 54.66

BOTTOM OF 15" RCP 571,/ = 65.7J

BOTT()/,/ OF rs· RCP STU = 66.04

.81

.14

g

FL-4
t

FL-5

BOTTOM OF 8" PVC SAN = 59.95

TOP OF 15' RCP Sll,/ • 6J.25 SEPARATION= 1.75'
<=ZI.
BOTTOM OF 8• PVC SAN • 6J.J4 TOP OF 15" RCP 571,1 = 62.09

'="

SEPARATION= 1.25'

BOTTOM OF a• PVC SAN = 61.76 TOP OF 42" RCP S™ = 58.55 SEPARA110N • J.21'

=

'="-
BOTTOM OF 24" RCP Sll,/  62.74

""'

TOP OF 8" Pl'C SAN • 61.28 SEPARATION• 1.46'

BOTTOM OF= TOP OF •

BOl70l,I OF rs· RCP s™ = 64.7+ TOP OF 8" PVC SAN • 62.04

TOP OF ts• RCP S71,/ • 6J.J6 SEPARATION= 1.7J'
'=Z.1
BOTTOM OF 8• PVC SAN • 62.81 TOP OF 18• RCP 571,1 = 61.59 SEPARATION= 1.22'

'=Z1.

""

BOTTOl,I OF s• PVC SAN= 62.70 TOP OF 15" RCP S71,/ = 62.05 SEPARATION• 0.65'

BOl70l,I OF 12" PVC RM = 65.87 TOP OF 8" PVC SAN • 6J.S9 SEPARATION• 2.28•

l::c.fil_
BOTTOM OF = TOP OF •

TOP OF rs· RCP 5™ • 64.67 SEPARATION= r.os·
'=-"
BOTT()l,I OF 8" PVC SAN • 64.16
TOP OF rs· RCP 5™ = 6.J.48 SEPARATION= 0.68'

'=1/!

""'

BOTTOM OF 8" PVC SAN = 64.19 TOP OF ts" RCP 5™ = 62.97 SEPARATION• 1.22'

BOTTOM OF 6" PVC RI.I = 65.88 TOP OF 8" PVC SAN • 6.J.62 SEPARATION• 2.26'

Hf}_
BOTTOM or =
WP OF •

BOTTOM OF 8" PVC SAN 6J.54 TOP OF 15" RCP S71,/ • 62.0J

"""

BOTTOM OF 8" PVC SAN • 66.49 TOP OF ts• RCP 571,/ • 64.SI SEPARATION= 1.98'

BOTTOM OF 8• PVC SAN • 65./J/J TOP OF 15• RCP 571,1 = 64.76 SEPARATION= 1.12'

'=Z!l

'="

BOTT()l,I OF IJ• PVC SAN = 65.42 TOP OF 15" RCP S71,/ = 64.00 SEPARA110N • 1.42'

""-

BOTTOM OF 8" PVC Fl.I= 67.79 TOP OF 12" PVC RM • 65.22 SEPARATION• 2.57'

BOTTOM OF = TOP OF •

.J6

.44

""'

TOP OF 15" RCP S71,/ • 64.J9 SEPARATION= I.OS'

BOTTON OF /J" PVC SAN • 62.22 TOP OF 24• RCP 5™ = 61.18 SEPARATION= 1.04'

"BO"TT'OM OF ts• RCP 5™ = 65.7.J TOP OF 8" Pl'C SAN = 61.50
SEPARATION• 4.2J'
""-
BOTTOM OF 18" Cl.IP S™ = 66.61

""'

TOP OF 24" RCP S™ • 61.20 SEPARATION• 5.41'

BOTTOM OF = TOP OF •

0<	.• "	"'

SEPARATION =

SEPARATION=

S[PARATION =

SEPARATION=

S[PARATION =

f:::

.

(_)

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SANITARY LEGEND:

® SANITARY MANHOLE (SMH)

SANITARY CLEAN OUT (CO)

EL. = ELEVATION
H.S. = HORIZONTAL SEPARATION
/NV = INVERT ELEVATION
N.S. Y. = NOT SET YET
PVC = POLY VINYL CHLORIDE SV = SANITARY VALVE
SMH = SANITARY MANHOLE
SS = SANITARY SERVICE
TT = TEMPORARY TOP
X-#  = UTILITY CROSSING

I

I

FL-7

I

FL-8

FL-9

W/R[ F[NC[

I

FL-10

I

FL-11

FL-12

FL-13

Jo,J,-oo

I	I

FL-14	FL-15	FL-16

FL-17

I

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I

FL-18

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TEMP.
E. INV
W, INV
N. INV
N: 1
E: 591

2,looO

212' ifb' ~ 8" PVC SA'N O 0.43%  20'+00

TOP

§
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"Cl

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"Cl

a,
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72.76

68.00
66.00

72.99

lco"'-2sl	"'

73.11

73.20

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lco 23)
73.75

73.81 l=co-2el so

73•57Jco-211 so

73.31

73.26

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72.98
lco-321 so	08
=

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37.5

.36.0

73.00

TOP "' 70.27
N. INV = 61.40
SW. INV = 61.52
SE. INV W LAT) = 61.62 N: 1422889,26
E: 591489.50

lco-361 eo

08 IC0-331

08
IC0-341

73.03

72.87

'2  "::,

"

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V,
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73.26

1cc 3a[

l-•-
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09
lco-3sl

73.00

72.86

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0

72.79

73.06

80

1co-•1I
80

081co-J1I

0,5> IC0-391
73.22

J
73.10
I	N

lco-43]

0

T

73.18

80
72.73

0,5>

IC0-421

72.97

GRAPHIC SCALE
1" = 50'

72.93

lco-461
80

IC0-481

72.79

72,41

::, 0

0<	.•

"	"'

72.68
72.25

f:::

~'""''"'	-&s

80

(._)	<n  0,  V,  0"'

73.11

1co-s1I
.u9=22.	80
73.03		TOP = 70.57 NE. INV • 62.85

0e lea 471

72.93

72.80

72.42

72.17

1co-11a1
80

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--'	"<'.:) 6 ti C:

72.73

SW. INV = 62.97 N: 1422557.87
£: 591310.74	0

5_3I

-1c_o  80

lco 561
80

00 lco-s41

73.20

73.07

FORCE MAIN LEGEND:
I><] = FORCE MAIN VALV£
FL = FORCE MAIN SHOT ON PIPE
FMF = FORCE MAIN FITTING
FV = FORCE MAIN GATE VALV£ BR = BELL RESTRAINT
X# = UTILITY CROSSING
SEP = VERTICAL SEPARATION

72.86

72.65

lco-1aol
80

lco-1a1I
80

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Q	V,

I

72.42

72.44	73.02

08 lco-ssl
lea sal
80
09

73.27

73.06

lco 1631
80

[co-1asl
80

SURVEYORS NOTES:
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED USING A

"'

c-i

-
I:'
c;j

72.63

I

0e lco-sol

lea 571
72.61

72.43

73.14

73.29

1co-1asl
80

lea ,aal
80

SHA-1 AUTHENTICATION CODE. PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND SEALED. ALL SHA-1 AUTHENTICATION CODES MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

	LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD, BY THIS FIRM.
J.	UNDERGROUND IMPROVEMENTS AND INSTALLATIONS HAVE NOT BEEN

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f.:'
Lu

72.87

IC0-66[

]co 631
80

08 lea s21

72.34

72.52

72.98

72.99

[co-,sol
80

1co-1s11
80

LOCATED, UNLESS OTHERWISE SHOWN.

THE PURPOSE OF THIS DRAWING IS TO PROVIDE AS-BUILT INFORMATION
ON THE SANITARY SEWER & FORCE MAIN IMPROVEMENTS FOR TRINITY PLACE, DESIGN FEATURES ARE SHOWN FOR ORIENTATION PURPOSES ONLY.
VERTICAL DATUM IS NAVO 88, PER PLAN.
THIS IS NOT A BOUNDARY SURVEY.

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en

lea sal
  /80

80

1".tO

08 lea ssl

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72.85

72.68

73.23

73,11

lc□-1931
80

IC0-1951
80

0	]co-1921
\	lli=1.10,9
TOP = 70.42 NE. INV = 65.29 SW. INV = 65.39 N: 1422324.44
E: 591517.49

73.04

	DATA SHOWN HEREON IS BASED ON A 106 SHEET SET OF CONSTRUCT/ON PLANS FOR TRINITY PLACE, OSCEOLA COUNTY, FL
APPROVED FOR CONSTRUCTION DATE 1/13/2022.

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SANITARY LEGEND:

® SANITARY MANHOLE (SMH)

SANITARY CLEAN OUT (CO)

EL. = ELEVATION
H.S. = HORIZONTAL SEPARATION
/NV = INVERT ELEVATION
N.S.Y. = NOT SET YET
PVC = POLY VINYL CHLORIDE SV = SANITARY VALVE
SMH = SANITARY MANHOLE
55 = SANITARY SERVICE TT = TEMPORARY TOP
X-# = UTILITY CROSSING

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,,
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,;

SHEET

OF

SHEET 5 OF 5, NOT COMPLETE WITHOUT SHEETS 1, 2, 3, & 4 OF 5.

5

SWELL CONSTRUCTION GROUP INC
1726 West Broadway Street Oviedo, Florido 32765
phone: ( 407) 468-7964

AS BUILT SURVEY of
SANITARY SEWER &	FORCE

for

AS BUILT SURVEY of
TRINITY PLACE
HANSON,	WALTER,	& ASSOC/A TES

PROJECT NUMBER:
DATE SURVEYED:
DATE DRAWN:

"o'l

D

22004
7/20/2023
7/20/2023

5

Richard F. Berg PSM
Florido Professional Survey & Mapper #5885

MAIN IMPROVEMENTS

OSCEOLA COUNTY,

FLORIDA

CHECKED:	RFB

DRAWN BY:	JTE

SCALE:	1" = 10' FIELD BOOK:	-

-

N

NO.

REVISION

DAT£

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SURVEYORS NOTES:

WATERMAIN LEGEND:
.., FIRE HYDRANT (FH) t><] WATER VALVE (WV) t>"<] BLOW OFF VALVE
[\y] WATER METER (WM) BR = BELL RESTRAINT EL. = £LEVATION
H.S. = HORIZONTAL SEPARATION PVC = POLY VINYL CHLORIDE
t'.1. = WATERMAIN
W'MF = WATERMAIN FITTING WS = WATER SADDLE
X-# = UTILITY CROSSING

0

THIS ITEM HAS BEEN ELECTRON/CALLY SIGNED AND SEALED USING A

)

SHA-1 AUTHENTICATION CODE. PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND SEALED. ALL SHA-1 AUTHENTICATION
CODES MUST BE VERIFIED ON ANY ELECTRONIC COP/ES.

EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD, BY THIS

a,

LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF WAY,

uf- e;

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0

-.,

..

.. .0 .

;";;' "'	'"

(

TRINITY	CROSSINGS

FIRM.

UNDERGROUND IMPROVEMENTS AND INSTALLATIONS HAVE NOT BEEN
LOCATED, UNLESS OTHERWISE SHOWN.
	THE PURPOSE OF THIS DRAWING IS TO PROVIDE AS-BUILT INFORMATION ON THE POTABLE WATERMAIN IMPROVEMENTS FOR TRIN/1Y PLACE, DESIGN FEATURES ARE SHOWN FOR ORIENTATION PURPOSES ONLY.
VERTICAL DATUM IS NAVO 88, PER PLAN.
THIS IS NOT A BOUNDARY SURVEY.
	DATA SHOWN HEREON JS BAS£D ON A 106 SHEET SET OF CONSTRUCTION Pl.ANS FOR TRINITY Pl.AC£, OSCEOLA COUNTY, FL
APPROVED FOR CONSTRUCT/ON DAT£ 1/13/2022.

N

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GRAPHIC SCALE
1" = 50'

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'B=O'TTOM OF 8" PVC Fl.I • 67.97 TOP OF 12" PVC MM • 66.71 SEPARATION= 1.26'

'='-

BOTTOM OF 12" PVC MM • 66.36 1VP OF 8" PVC SAIi = 55.02 SEPARATION• 11.34'

if=1J_
BOTTOM OF 8" PVC MM= 613.79 rOP OF 12· PVC RM = 65.68 SEPARATION• 1.11'

}H;
BOTTOM OF 8" PVC MM = 66.5J 1VP OF #J" RCP ST/J • 62.26 SEPARATION• 4.27•
'=21
BOITOM OF 8" PVC MM • 66.34 TOP OF 6" P.C RM • 65.J4 SEPARATION= l.00'

"'2§.
BOTTOM OF 12" PVC 11M • 66.15 TOP OF 6" P.C RM • 64.46 SEPARATION= 1.69'

i6ll
BOTTOM OF 12" PVC 11M • 66.JI
1VP OF 24" RCP ST/J = 65.J/
SEPARATION• l.00'
"BO"TT'OM OF 8" PVC R/1 = 67.25

&cl
BOTTOM OF 12" Pitt" 11M • 66.J5
TOP OF 12" PVC RM • 65.05 SEPARATION= I.JO'

'=Z
BOTTal OF 12" Pitt" 11M • 67.45
TOP OF 12" PVC RM = 65.96 SEPARATION• 1.49'

'=12
BOTT{)l,I OF 8" PVC 1W = 66.91
TOP OF 8" PVC SAIi = 60.80 SEPARATION• 6.11•

"'1l
BOTTOM OF 8" PVC MM = 66.54 TOP OF 8" PVC SAN • 65.36 SEPARATION• 1.18•
'=22.

""'

BOTTOU OF 8" PVC MM • 65.97 TOP OF 12" PVC RM • 64.90 SEPARATION= /.OT

BOTTOM OF 8" PVC MM• 65.70 TOP OF 8" SAIi = 62.41 SEPARATION= J.29'
'B=O"TTal OF 12" PVC 11M • 66.JI TOP OF 8" PVC SAIi = 6/.J9 SEPARATION• 4.92'
'='Z
BOTT{)l,I OF 12" PVC Rl.f = 67.24

.,,
BOTTOM OF 12" PVC MM• 66.15
TOP OF 8" PVC SAIi • 50.97 SEPARATION= 15.18'

lf=ll
BOTTOM OF 12" PVC MM • 67.72

"""

TOP OF 8" PVC SAIi = 58.47 SEPARATION• 9.25'

BOTTOM OF 8" Pve 11M = 66.49 TOP OF 54" RCP S7M = 57.50 SEPARATION• 8.99'

Xc1i1
BOTTOM OF e· pve 11M = 66.J!i
TOP OF 1s· RCP ST/J • 64.75 SEPARATION• 1.60•
<ell
BOTTOM OF e• PVC 11M • 65.96

""'

TOP OF 18" RCP ST/I • 61.70 SEPARATION= 4.26'

BOTTOM OF 8" PVC 11M • 65.71 TOP OF 42" RCP STI.I • 58.74
.S,E,PA,RATION= 6.9T
BOTTOM OF 8" Pve 11M = 64.94 TOP OF JO" RCP S7M = 60.IJ SEPARATION• 4.18'

"'-"

BOTTOM OF 12" PVC RI.I = U.91

BOTTOM OF 8" PVC RII • 67.46 TOP OF 12" PVC MM • 66.JO SEPARATION= 1.16'

""

'B=O'TTOM OF 8" PVC 1W • 67.25 rop OF 8" Pve SAIi = 60.41 SEPARATION• 6.84'

'=li
BOTTOM OF 8" PVC 1W = U.49

""'

rop OF 12· PVC RI.I= 64.77 SEPARATION• 1.72'

BOTTOM OF 8" PVC SAIi = 65.87 TOP OF e· PVC 11M • 64.49

'="

SEPARATION• I.J8'

BOTTOM OF r2" PVC 11M • 65.8J TOP OF 8" PVC SAIi • 6J.66 SEPARATION= 2.IT

"'29.
BOTTOM OF 8" PVC 1W • 64.85
1VP OF 12" PVC RM = 64.J!i SEPARATION= 0.50'

bH
BOTTOM OF 12" PVC RM • 64.01
rop OF 8" Pve SAN= 54.19
SEPARATION• 9.82'
"BO"TT'OM OF 12" PVC RM = 66.96

BOTTOM OF 12" PVC Ml • 66.64 TOP OF 18" RCP SIW • 66.0J SEPARArlON = 0.6/'

""

'=111
BOTTOI,/ OF e• PVC MM • 67.09
TOP OF 24" RCP STM = 65.24 SEPARArlON • 1.85'
'B=OT"TOM OF 8" PVC 1W = 66.5J rOP OF 8" PVC Rl.f = 65.01 SEPARATION• 1.52'

b1Q
BOTTOM OF 8" PVC 1W = 66.J4 TOP OF JO" RCP STM • 62.26 SEPARATION• 4.08•
'="-
BOTTOM OF 12" PVC MM• 66./5

"""

TOP OF 24" RCP STM • 59.90 SEPARATION= 6,25•

BOTTOM OF 2" PVC RM • 68.0/ TOP OF 12" PVC 11M = 67.01
.S,E,PA,RATION= 1.00'
BOTTOI,/ OF 8" PVC RM • 67.45 TOP OF 15• RCP S7M = 66.2J SEPARATION• 1.22'
"BO"TT"OM OF /2" PVC Rl.f = 66.89

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rOP OF 8" PVC SAIi • 54.66
SEPARATION• 12.59'

"BO"IT'OM OF 6" PVC R/1 = 66.JJ 1VP OF 60" RCP ST/J • 55.89

""'

SEPARATION• 10.44'

BOTTOM OF 12" PVCRM • 65.87 TOP OF 24" RCP ST/I• 61.72

""'

SEPARATION= 4.15'

BOTTOM OF 2" PVC R/1 • 67.J5 1VP OF 54" RCP SDI = 57.8J SEPARATION= 9.52'

i!=:i!i.
BOTTOM OF 15" RCP ST/J = 66.59
rOP OF 8" PVC SAIi = 57.0J SEPARATION• 9.56'

-

/HJ_
BOTTOM OF 8" PVC SAIi = 59.95 rOP OF 54" RCP ST/J • SJ.JO SEPARATION• 2.65•

BOITOM OF 8" PVC SN'/ = 65.00 1VP OF IS" RCP STM • 6J.25 SEPARATION= 1.75'

&cl!
BOTTOM OF 8" PVC SAIi • 6J.J4
TOP OF 15• RCP STM • 62.09 SEPARATION= 1.25'

if=l!i
BOTTOM OF 8" PVC SAIi = 61.76
1VP OF 42" RCP ST/J = 58.55 SEPARATION• J.2/'

if=lll
BOTTOM OF 24" RCP STI./ = 62.74
rOP OF 8" PVC SAN = 61.28 SEPARATION• 1.48'

HQ
BOTTOM OF =
TOP OF =
SEPARATION•

TOP OF e· PVC SAIi • 57.55

'="

SEPARATION• 9.69'

BOTTOM OF 6" PVC RI.I = 66.J7 TOP OF 8" PVC SAN • 65.08 SEPARATION• 1.29'

""'

'B=O"TTOU OF 6" PVC RM • 65.88 TOP OF J6" RCP SIW • 59.68 SEPARATION= 6.20'

BOTTal OF 2• PVC RM = 67.J!i TOP OF 8" PVC SAIi = 81.J6 SEPARATION• 5.99'

'="

'B=O"TT{)l,I OF 15" RCP STU = 65.72 TOP OF e· PVC SAIi = 59.21 SEPARATION• 6.51'

BOTTOU OF 15" RCP STU = 64.74 TOP OF 8" PVC SAN • 62.04 SEPARATION• 2.70'
,=
BOTTOM OF 8" PVC SAN = 65.09 TOP OF 15" RCP STM • 6J.J6 SEPARATION= 1.7J'

"'11.
BOTTOU OF 8" PVC SAN • 62.81
TOP OF 18" RCP STI.I • 61.59 SEPARATION= 1.22'

ii=ll
BOTTOU OF 8" PVC SAN = 62.70
TOP OF 15" RCP S7M = 62.1)5 SEPARATION• 0.65'

"BO"TT'OU OF 12" P\IC Rl.f = 65.87 TOP OF e· PVC SAIi = 6J.59
SEPARATION• 2.28'

BOTTOM OF =
TOP OF =
SEPARATION•

TOP OF 8" PVC SAIi • 61.48
SEPARATION• 5.45'

""'

BOTTOM OF 6" PVC RM = 6J.80 TOP OF 54" RCP STM • 61.15 SEPARATION• 2.65'

"""

BOTTOM OF 12" PVC RM• 65.75 TOP OF 8" PVC SAIi • 62.SJ SEPARATION= J.22'

"""

BOTTOM OF 15" RCP STM • 64.5J TOP OF 8" PVC SAIi = 54.66 SEPARATION= 9.BT

BOTTOM OF 15" RCP STI./ = 65.lJ TOP OF 8" PVC SAIi = 60.06 SEPARATION• 5.9T

"BO"TT'OM OF /5" RCP S7M = 64.55 TOP OF 8" PVC SAIi • 6J.OO

""'

SEPARATION - 1.55•

BOTTOM OF 8" PVC SAN= 65.75 TOP OF 15" RCP SIii • 64.67 SEPARATION= 1.08•

'=1.1
BOTTOM OF 6" PVC SAIi • 64.16
TOP OF 15" RCP ST/I • 6J.48 SEPARATION= 0.68'

'=111
BOTTOM OF 8" PVC SAIi = 64.19
TOP OF 15" RCP SIii = 62.97 SEPARATION• 1.22'

l=l!.l
BOTTOM OF 6" Pve RI,/ = 65.88
TOP OF 8" PVC SN'/ = 6J.62 SEPARATION• 2.26'

'B=OT"TOM OF =
rvP OF =
S[PAfl.AT/ON •

rop OF 54" RCP SIii • 56.90
SEPARATION• to.06'

'=H

"""

BOTTOM OF 6" PVC RI.I = 66.45 TOP OF 18" RCP STM • 64.JJ SEPARATION• 2.12'

"""

BOTTOM OF 12• PVC RM • 65.61 TOP OF 24" RCP SIW • 61.10 SEPARATION= 4.51'

BOTTOM OF 15" RCP SIW 66.04 TOP OF 8" PVC SAIi = 54.82 SEPARATION• 11.22'
'B=O"TTOM OF 24" RCP S7M = 62.51 TOP OF 6" PVC SAN = 61.40 SEPARATION• U/'

-

!CM
BOTTOM OF 8" PVC SAIi = 6J.54 TOP OF 15" RCP STM • 62.0J SEPARATION• 1.51•

BOTTOM OF 8" PVC SAIi = 66.49 TOP OF 15" RCP STM • 64.51 SEPARATION= 1.98'

&ca
BOTTOM OF 8" PVC SAIi • 65.88
TOP OF 15• RCP STI.I • 64.76 SEPARATION= 1.12·

"""

'B=OT"TOM OF 8" PVC SAIi = 65.42 1VP OF /5" RCP S7M = 64.00 SEPARATION• 1.42'

"'-"

BOTTOM OF 8" PVC Fl.f = 67.79 rop OF 12· PVC RI.I = 65.22 SEPARATION• 2.57'

BOTTOM OF =
TOP OF =
SEPARATION•

rOP OF 8" PVC SAIi • 60.70

'="

SEPARATION• 6.19'

BOTTOM OF 6" PVC RM = 66.80 TOP OF 24" RCP STM • 59.26 SEPARATION• 1,54•

'='Ii.
BOTTOM OF 15" RCP SIii • BJ.87
TOP OF 12" PVC RM • 62.JB SEPARATION= 1.51'

TOP OF 8" PVC SAIi = 55.JI

"BO"TT'OM OF JO" RCP STI./ = 60.81
.S,E,P.ARATION• 5.so·
BOTTOI,/ OF /5" RCP STM = 65.14
TOP OF 8" PVC SAIi = 61.96 SEPARATION• J./8'
"BO"TT'OM OF 8" PVC SAIi = 64.JB TOP OF 15" RCP STM • 62.10 SEPARATION• 2.26•

l<clQ

""'

BOTTOM OF 6" PVC SAN = 65.H TOP OF 15" RCP STM • 64.J9 SEPARATION= 1.05'

"""

BOTTOM OF 8" PVC SAN • 62.22 TOP OF 24" RCP STM • 61.18 SEPARATION= 1.04'

""-

BOTTOI,/ OF 15" RCP STM = 65.7J rOP OF 6" PVC SAIi = 61.50 SEPARATION• 4.2J'

BOTTOM OF /8" CJ.IP S7M = 66.61 TOP OF 24" RCP STM = 61.20 SEPARATION• 5.41'

"'2Q
BOTTOM OF =
TOP OF =
SEPARA//ON •

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WL-6	WL-7	WL-8

WL-9	Wl...-10	WL..-11

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Wl...-12

Wl...-13	WL-14
\	\

Wl...-15
\

WL..-16
\

Wl...-17

Wl...-18
\

Wl...-19

"

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"°.'.',,

3031+00

3032'+00

F- 3031' +00

303J+oo

WIR[ F[NC[

3029'+00

"

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3026'+00

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72.79

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73.22

72.73

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72.21

72.99

NO.

REVISION

73.33

DATE

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73.18

72.66

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72.43

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72.79	kc,

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73.11

72.93
IWS-231

41:,

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C)	72.79
'6
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,a	\ o., lws-221 nBe

72.97

72.25

72.41

72.52

!WS-86!
41:,

<Jr !WS-85!

\

72.66

72.65

73.12

72.92

IWS-571
41:,

Wl..-63---
a°"'	<Jr !WS-58!

72.89

73.10

•

WL-91

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407' ~ 8" DR-18 PVC WA7FR MAJN	,,/'	72.80

72.17

72.46

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72.80

WL-90

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72.73

73.03

1ws-2sl

41:,

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'lt IWS-241 72.93

-YIL-48
73.07

lws-2s1	73.20

72.86

72.65

72.42

lws-eal

41:,

.y.,MF-51

<Jr !WS-87!

".t-77

72.32

72.25

73.33

lws-ssl
73.54	Jb

499' ~ 8" DR-18 PVC WA7FR MAIN

'S-

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WL-62-

IWS-561

73.22

73.00

•

\

462' "' 12" DR-18 PVC WA1ER MAIN

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41:,

---'M..-49	73.02

73,06

72.62

73.75

73.43

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YIMF-3	<Jr !WS-28! 72.80

73.27

!WS-91!

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73.77	Jb

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41:,

73.62

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72.61

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73,29

72.94

73.64

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72.43
73,14

")WS-921

73.23

73.24

73.48	41:,	'l, !WS-52!
---WL-60

73.33	73.56

73.71

73.85

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73.04

73.01	73.29

IWS-491
73.18	Jb

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73.40

73.26

•

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Wl..-88	N
0	T

IWS-471

•

73.51	Jb
IWS-481	73.19
477' ~ 8" DR-18 PVC WA1ER MAIN

GRAPHIC SCALE
1" = 50'

137' ~ 8" DR-18 PVC WA7ER MAIN,

73.01	73.39
73.12	"W'L-59

WL-87
\

a
i-

f:::

472' ,.. 12" DR-18 PVC WA7ER MAIN

0<	.•

WATERMAIN LEGEND:
FIRE HYDRANT (FH)
1><J WA1ER VALV£ (WV)
t>"<J BLOW OFF VALVE
l'll] WATER METER (WM)
BR = BELL RESTRAINT EL. = ELEVATION
H.S. = HORIZONTAL SEPARATION
PVC = POLY VINYL CHLORIDE
wt = WATERMAIN
\.VMF = WATERMAIN FITTING
1-\-S = WATER SADDLE
X-# = UTILITY CROSSING

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73.59

(_)	">', "N "I Q"'

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IWS-431

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73.60

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IWS-451	•

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!WS-44!

73.17

f-38

F-3

73.43

,.

73.29	SURVEYORS NOTES:

THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED USING A SHA-1 AUTHENTICATION CODE. PRINTED COPIES OF THIS DOCUMENT

Le
0
U)

'<!
,,.;
"1
-

•

•

98' ~ 12" DR-18 PVC WATER MAIN

ARE NOT CONSIDERED SIGNED AND SEALED. ALL SHA-1 AUTHENTICATION CODES MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

2.		LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD, BY THIS FIRM.

J.	UNDERGROUND IMPROVEMENTS AND INSTALLATIONS HAVE NOT BEEN LOCATED, UNLESS OTHERWISE SHOWN.

	THE PURPOSE OF THIS DRAWING IS TO PROVIDE AS-BUILT INFORMATION ON THE POTABLE WATERMAIN IMPROVEMENTS FOR TRINITY PLACE,
DESIGN FEATURES ARE SHOWN FOR ORIENTATION PURPOSES ONLY. VERTICAL DATUM IS NAVO BB, PER PLAN.
THIS IS NOT A BOUNDARY SURVEY.
	DATA SHOWN HEREON IS BASED ON A 106 SHEET SET OF CONSTRUCT/ON PLANS FOR TRINITY PLACE, OSCEOLA COUNTY, FL
APPROVED FOR CONSTRUCTION DATE 1/13/2022.

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SURVEYORS NOTES:

STORM LEGEND:
CB = CATCH BASIN
Cl = CURB INLET
DMH = DRAINAGE MANHOLE EL. = ELEVATION
FES = FLARED END SECTION
HDPE = HIGH DENSITY POLY ETHYLENE
/NV = INVERT ELEVATION
N.S.Y. = NOT SET YET

NO.

REVISION

DATE

-s;j-- C)

0"' "' i;'

THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED USING A
SHA-1 AUTHENTICATION CODE. PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND SEALED. ALL SHA-1 AUTHENTICATION CODES MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

""

EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD, BY THIS

C)
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,...

-

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$

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LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF WAY,

FIRM.

J.	UNDERGROUND IMPROVEMENTS AND INSTALLATIONS HAVE NOT BEEN LOCATED, UNLESS OTHERWISE SHOWN.
N

0

-.,

"a,
0

0

§	'-
.. "' ""

THE PURPOSE OF THIS DRAWING IS TO PROVIDE AS-BUILT INFORMATION
ON THE STORM SEWER IMPROVEMENTS FOR TRINITY PLACE,
DESIGN FEATURES ARE SHOWN FOR ORIENTATION PURPOSES ONLY. VERTICAL DATUM IS NAVD BB, PER PLAN.
THIS IS NOT A BOUNDARY SURVEY.

	DATA SHOWN HEREON IS BASED ON A 106 SHEET SET OF CONSTRUCT/ON PLANS FOR TRINITY PLACE, OSCEOLA COUNTY, FL

GRAPHIC SCALE

u e;
"J a,
0[ "

;;;
0""

0"'
0""

'"
0""

=

TOP = 65.87
S. INV = 61.01 N: 1423918.86
E: 590033.00

APPROVED FOR CONSTRUCTION DATE 1/13/2022.

1H = 50'

:z:
0
i===
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(_)

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(_)
0
"-	V)
0	V)
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g;:
,c

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BOTTOM OF 8" PVC 11M = 66.79
TOP OF 12" PVC Rio/ = 65.68
•os+oo SEPARATION - I.II'

0::	0:: ....J	-

l.i.J

a	::) Q	0::

' "'111	'
BOTTOM OF B" PVC 11M - 66.5J

:z:

VJ>-

72.10

72.10

72.10

72.10

TOP OF 48" RCP STW - 62.26 SEPARATION= 4.27'

"'21
BOTTOM OF 8" PVC 11M • 66.34
TOP OF 6" PVC Rio/ • 65.34 SEPARATION= 1.00'

"'2/i
BOTTOM OF 12" PVC 11M = 66.15
TOP OF 6" PVC Rio/= 64.46
SEPARATION= 1.69'

72.10	bl/.

"SE"PARATION• 1.18'
"'22.
BOTTO/./ OF 8" PVC MM • 65.97
TOP OF 12" PVC RI.I = 64.90 SEPARATION= 1.01•

b1Z
BOTTOM OF 8" PVC MM = 65.70
WP OF 8" SAN = 62.41 SEPARATION = J.29'
b/2.

SEPARATION= 1.60'

""2.1
BOTTO/ol OF 8" PVC 11M • 65.96
TOP OF 18" RCP STW - 61.70 SEPARATION= 4.26•

""2/i
BOTTOM OF 8" PVC JIM= 65.71
TOP OF 42" RCP STW = 58.74 SEPARATION= 6.97•

LJ.1

SEPARATION• 1.38'

"""

BOTTOM OF 12• PVC 11M • 65.8J TOP OF 8" PVC SAN = 6J.66 SEPARATION= 2.17'

i62il
BOTTOM OF 8" PVC 11M = 64.85
TOP OF 12" PVC Rio/ = 64.J5 SEPARATION= 0.50'

/6li

SEPARATION• 4.08'
""'-
BOTTOM OF 12• PVC 11M • 66.15
TOP OF 24" RCP STIJ - 59.90 SEPARATION= 6.25'

=

""-"'
BOTTOM OF 2• PVC Rio/ 68.01
TOP OF 12" PVC MM = 67.01 SEPARATION= 1.00•
/61/i

:::i	I-- I--	J
:::::!	:"{$

en	-

:::-i
>-	:z:
0::	V)	0
<::(	<::(	V)

BOTTOM OF71?2'4.tvc Ill,/ = 66.J/ 72.FKYrTOM OF 12" PVO'JU 4- 66.J/

BOfti>li tiF 8" PVC )II,/ = nm

BOTTOM CF2.tfJ'9PVC Rio/= 64.0172.47 BOTTOM OF 8ifi'. lol = 67.45

72.67

:-z:

:z:
<::(

TOP OF 24" RCP STW - 65.31
SEPARATION= 1.00'
bl§.
BOTTOM OF 8" PVC R!.I - 67.25 TOP OF 8" PVC SAN • 54.66 SEPARATION• 12.59'

TOP OF 8" PVC SAN - 61.39
SEPARATION - 4.92'
b1Z
80TTOAI OF 12" PVC RI,/ = 67.24 TOP OF 8" PVC SAN • 57.55
SEPARATION• 9.69'

TOP OF JO" RCP SIM - 60./J
SEPARATION= 4.18'
'B=OT"TO/,/ OF 12" PVC Rio/ - 66.91
TOP OF 8" Pot:" SAN - 61.46 SEPARATION - 5.45'

TOP OF 8" PVC SAN - 54.19
SEPARATION• 9.82'
"BO=TT"OM OF 12" PVC RM= 66.96
TOP OF 54" RCP SIM • 56.90 SEPARATION• 10.06'

TOP OF /5" RCP STW - 66.2J

"""

SEPARATION• 1.22"
BOTTOM OF 12" PVC Rio/ = 66.89 TOP OF 8" PVC SAN • 60.70 SEPARATION• 6.19'

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TOP = 66.38
S. INV = 59.97
N. INV = 59.98 N: 1423528.61
E: 590033.47

Scfil
TOP = 67.70
S. INV = 59.65
N. INV = 59.66 N: 1423425.75
E: 590033.69

0<	.•

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TOP=
NE. INV = 57.43
W. INV = 57.43

>, '< I

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(</) Q::, 025·-	a,- OoQ

N: 1423373.13

00	enc:::

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72.10

72.01

E: 590393.32
72.07

72.27

72.48

72.67

72.86

72.87

72.68

72.48

72.29

72.07

71.89

71.92

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18 CMP ENO
E. INV = 67.35 N: 1423180.78
E: 589995.07

llli=1Z
TOP = 68.50
E. INV = 58.60
N. INV = 58.60 N: 1423059.08
E: 590031.47

28loo

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,_ ..

STORM LEGEND:
CB = CATCH BASIN
Cl = CURB INLET
DMH = DRAINAGE MANHOLE EL. = ELEVAT/ON
FES = FLARED END SECTION
HOPE = HIGH DENSITY POLY ETHYLENE
/NV = INVERT ELEVATION
N.S.Y. = NOT SET YET
MES = MITERED END SECTION PVC = POLY VINYL CHLORIDE RCP = REINFORCED CONC. PIPE SAN = SANITARY
STM = STORM
TT = TEMPORARY TOP UD = UNDERDRAIN
WM = WATERMAIN
X# = UTILITY CROSSING YD = YARD DRAIN

e;

u
"J a,
0 "

;";;' ..
.. .0".'	'"

THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED USING A
SHA-1 AUTHENTICATION CODE. PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND SEALED. ALL SHA-1 AUTHENTICATION CODES MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

	LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD, BY THIS FIRM.

UNDERGROUND IMPROVEMENTS AND INSTALLATIONS HAVE NOT BEEN LOCATED. UNLESS OTHERWISE SHOWN.

	THE PURPOSE OF THIS DRAWING IS TO PROVIDE AS-BUILT INFORMATION ON THE STORM SEWER IMPROVEMENTS FOR TRINITY PLACE,
DESIGN FEATURES ARE SHOWN FOR ORIENTATION PURPOSES ONLY. VERTICAL DATUM IS NAVO 88, PER PLAN.
THIS IS NOT A BOUNDARY SURVEY.

	DATA SHOWN HEREON IS BASED ON A 106 SHEET SET OF CONSTRUCT/ON PLANS FOR TRINITY PLACE, OSCEOLA COUNTY, FL
APPROVED FOR CONSTRUCTION DATE 1/13/2022.

N
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GRAPHtC :SCALE
1H = 50'

,,,
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CABANA
F.F.=72.50

=

TOP = 72.47
SN. INV = 69.47

TOP= SE. INV = NE. INV = W, INV= SN. INV =

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S. IN'lf 52.00
N. INV//= 62.64 SE. 11-ff = 52.31 N: 1423205.47
E: 59i197.53

0

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INV = 49.44
N: 1422942.55

II	II

1111111

:.c..a	I
72.98 TOP:  70.,55
W. INV = 50.42
N. INV = 50.86
E. INV = 64.86

73.21

I	§

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0

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E: 591283.64

SW. INV = 57.97
N: 1422902.65
E: 591475.00

3- [JJ' ~
>=2Z

15" RCP STORM O 0.39:C

72.44

Cl	'"
Cl  Cl	..

1D B

37.5

36.0

73.26

73.00

TOP = 70.31	1J.0J
W. INV = 65.07

X=ii/

/  0	O	N: 1422904.27
E: 591508.34
_	X-62
72,87

72.86

73.00

0
=TOP = 69.55
a NE. INV = 64.95
i< N: 1422891.24
o;  E: 591656.82

72.43

72.28

72.10

72.24
=TOP = 69.55

f

NE. INV = 59.78
SE. INV = 60.46	()
N: 1422858.22	;  '
,, 591784.33 0

o
!"-,	bli

72.54
33• _ 15" RCP STORM O 1.24%

72.21

73.39

-------...

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---60' ~ 15" RCP STORMO O.X%

<a
(.)
:::i

Cl
g;:
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73.06

73.10

72.55

TOP = 69.64 NW. INV = 60.87 N: 1422833.08
E: 591807.09

73.17

:bll!

,, C!s.,.,.

0,6,,

40' ~ 18" RCP STORM O O.XX

(/)
<a

TOP = 70.23	1

(.)

73.22

72.73

72.21

72.99

NW. INV = 60.57

es

SE.INV•	-.	.._\
73 33 NE. INV•	1	Mli=1

72.73

72.79

bll	0
TOP =	70.35
NE. INV "'	58.91
SW. INV = 59.40  /.	CJ:::,
E. INV =	64.70

"-.

73.18

J2' ~ 15" RCP STORM O 0.28%
72.97

72.52

72.66

72.43

72.79

JJ' "'15" RCP STORM O 0.21J310

NE. INV = 60.12

(O	TOP • 70.39

l

N: 1422791.43	/	TOf=
E: 592235.63	t{W". INV =
SW. IN\/ =
"-N: 1422771.51
'E: 592269.64

91' ~ 18" RCP STORM O O.XS

a
<
:::i
I

N: 1422693.78 OVJ

E: 591368.92

72.65

TOP = 70.41	,;;	>­

73.11

72.93

W. INV = 64.7972.79 N: 1422683.98

TOP = 70.34

E: 591399.22

72.68

b,2.
TOP = 68.84 SW. INV :::: 64.67 N: 1422624.40
E: 591511.34
0

72.25

72.41

72.66

73.12

72 92 E. INV = 60.35	W. INV = 60.42
N: 1422669.82 0 /	N: 1422679.08
£: 592009.29X=Z.1./	E: 592040.96	72.89
C)
Qc
72.80

D:::

<(

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cj

73.03	72.93

72.80

72.17  .s.=.55.
TOP = 69.59 SW. INV = 60.81 SE. INV = 61.38
n.42	N: 1422585.70
E: 591637.46

32' ~ 15" RCP STORM O OiM.lt:i

73.33

73.00

D:::
Q

72.73

73.20

73,07

72.86

72.65

:l=oi
TOP = 69.73
NW. INV = 61.68
N: 1422570.50
E: 591664.17

72.32

72.25

73.54

•
73.22

72.44	73,02

72.80

73.27

73,06

72.62

73.75

73.43

0
lcl1
TOP=

72.63

72.42		TOP = 70.05 NE. INV = 60.59 SE. INV • 60.59

=

N: 1422429.23	O
E: 591227.41	/
X=§;/

·r29' ,.,, 15" RCP STORM O 0.00%
72.61

0	=TOP • 69.79
NW. INV • 50,59'
N: 1422416.86
E: 591254.03

72.34
72.99

73.14

73.29

73.24

72.94

73.64

73.77	•
73.62

73.85

NE. INV =
,N,:,

(/)
<(

98
56.95

72.87	72.52

0

TOP = 68.65

TOP = 70.46
72.98 SW. INV = 59.79 NE. INV = 59.79

31' ~ 15" RCP STORM O 0.77¼23

73.48	73.71	•

<	.

C)	•

"	"'

i6.96

SW. INV = 63.53

SE. INV = 62.44

f:::

<~'n""''"0,'

<n -O&"s'

61.70
7.31
07

72.68

NE. INV = 63.53
N, 1422354..sn
E: 591367.13'3-77

N: 1422319.96
E: 591492.93

73.33	73.56

(_)
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?

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73.13

5=fil

(/)Q

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••  Q

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NW. INV = 62.68

TOP = 70.55	73.04

< ::,	Li.: ct

M.!::!=.Ll.

72.85

73.23

73.42

N: 1422306.47
E: 591520.89

73.23

73.01

=

73.01

73.51

73.18

:l=i§.
TOP = 70.77
SW. INV = 62.86
73.29 E. IN\/ = 62.86
N: 1422227.55
E: 591769.49

73.40

\	,,l  ::~ 75• RCP STORM II 0.54%
\ /o oP = 10.82
0	W. INV = 63.05	73.26
N: 1422238.30
E: 591803.19

73.19	•

73.39

•

SURVEYORS NOTES:

THIS ITEM HAS BEEN ELECTRON/CALLY SIGNED AND SEALED USING A SHA-1 AUTHENTICATION CODE. PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND SEALED. ALL SHA-1 AUTHENTICATION CODES MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

"Le'
0..,
'<l
oi
~

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(/)
f-.
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0

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(_) ct: "0
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0
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TOP = 70.56
W. INV = 60.44
E. INV • 60.91 SW. INV = 63.00
0	N: 1422059.74

73.59	•

I.ANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF WAY,	iE
EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD, BY THIS FIRM.
.3.	UNDERGROUND IMPROVEMENTS AND INSTALLATIONS HAVE NOT BEEN	CJ

" 1 0o	E: 591588.87
15" RCP STORM O 0.56%	0

0
=TOP =	70.52
NE. INV =	63.14

o'
.Mtl=lll.
TEMP. TOP = 70.57

73.60

•

0
>=ii

LOCATED, UNLESS OTHERWISE SHOWN.

THE PURPOSE OF THIS DRAWING IS TO PROVIDE AS-BUILT INFORMATION ON THE STORM SEWER IMPROVEMENTS FOR TRINITY Pl.ACE,
DESIGN FEATURES ARE SHOWN FOR ORIENTATION PURPOSES ONLY. VERTICAL DATUM IS NAVO 88, PER PLAN.
THIS IS NOT A BOUNDARY SURVEY.

N

:Q:,
0
CJ
f-.
0<
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STORM LEGEND:
CB = CATCH BASIN
Cl = CURB INLET
DMH = DRAINAGE MANHOLE EL. = ELEVATION
FES = FLARED END SECTION

/NV = INVERT ELEVATION
N.S.Y. = NOT SET YET
MES = MITERED END SECTION PVC = POLY VINYL CHLORIDE
RCP = REINFORCED CONG. PIPE SAN = SANITARY
STM = STORM
TT = TEMPORARY TOP UD = UNDERDRAIN
WM = WATERMAIN
X# = UTILITY CROSSING YD = YARD DRAIN

HOP£ = HIGH 0£NSITY POLY ETH'r1.ENE

23

73.05

N: 1422039.80
E: 591572.62

73.03

NW. INV = 61.30 NE. INV = 61.30 N: 1422032.91
[: 591668.77
84' ~ 24" RCP STORM O 0.46%

73.17	73.29

73.43

TOP:
SW. INV =
N: 1422019.21
E: 591862.94

	DATA SHOWN HEREON IS BASED ON A 106 SHEET SET OF CONSTRUCTION PLANS FOR TRIN/Tf PLACE, OSCEOLA COUNTf, Fl
APPROVED FOR CONSTRUCT/ON DATE 1/1.3/2022.

GRAPHIC SCALE
1" = so·

0

"'

f-.

:r:
(/)

f-.

Bi

Cf)

Le 0

-

N

,,
,::,

,;

SHEET

OF

SHEET 5 OF 5, NOT COMPLETE WITHOUT SHEETS 1, 2, 3, & 4 OF 5.

5

SWELL CONSTRUCTION GROUP INC
1726 West Broadway Street Oviedo, Florido 32765
phone: ( 407) 468-7964

AS BUILT SURVEY of
POTABLE	WA TERMAIN

AS BUILT SURVEY of
TRINITY PLACE
for	HANSON,	WALTER,	& ASSOC/A TES

PROJECT NUMBER:

DATE SURVEYED:
DATE DRAWN:

"o'l

D

22004
7/20/2023
7/20/2023

5

Richard F. Berg PSM
Florido Professional Survey & Mapper #5885

IMPROVEMENTS

OSCEOLA COUNTY,	FLORIDA

CHECKED:	RFB

DRAWN BY:	JTE

SCALE:	1" = 10' FIELD BOOK:	-

South Florida Water Management District Individual Environmental Resource Permit No. 49-105039-P
Date Issued: August 13, 2021

Permittee:	Hanover Tyson, LLC 605 Commonwealth Ave
Orlando, FL 32803

Project:	Lake Lizzie Drive Subdivision

Application No.	210409-5863

Location:	Osceola County, See Exhibit 1
Your application for an Individual Environmental Resource Permit is approved. This action is taken based on Chapter 373, Part IV, of Florida Statutes (F.S.) and the rules in Chapter 62-330, Florida Administrative Code (F.A.C.). Unless otherwise stated, this permit constitutes certification of compliance with state water quality standards under section 401 of the Clean Water Act, 33 U.S.C. 1341, and a finding of consistency with the Florida Coastal Management Program. Please read this entire agency action thoroughly and understand its contents.
This permit is subject to:
Not receiving a filed request for a Chapter 120, F.S., administrative hearing. The attached General Conditions for Environmental Resource Permits.
The attached Special Conditions. All referenced Exhibits.
All documents are available online through the District's ePermitting site at www.sfwmd.gov/ePermitting.
If you object to these conditions, please refer to the attached "Notice of Rights" which addresses the procedures to be followed if you desire a public hearing or other review of the proposed agency action. Please contact this office if you have any questions concerning this matter. If we do not hear from you in accordance with the "Notice of Rights", we will assume that you concur with the District's action.
The District does not publish notices of action. If you wish to limit the time within which a person may request an administrative hearing regarding this action, you are encouraged to publish, at your own expense, a notice of agency action in the legal advertisement section of a newspaper of general circulation in the county or counties where the activity will occur. Legal requirements and instructions for publishing a notice of agency action, as well as a noticing format that can be used, are available upon request. If you publish a notice of agency action, please send a copy of the affidavit of publication provided by the newspaper to the District's West Palm Beach office for retention in this file.
If you have any questions regarding your permit or need any other information, please call us at 1-800-432-2045 or email epermits@sfwmd.gov.

Melissa M. Roberts, P.E.
Administrator, Environmental Resource Bureau

South Florida Water Management District Individual Environmental Resource Permit No. 49-105039-P

Date Issued: August 13, 2021	Expiration Date: August 13, 2026

Project Name:	Lake Lizzie Drive Subdivision

Permittee:	Hanover Tyson, LLC 605 Commonwealth Ave
Orlando, FL 32803
Operating Entity:	Lake Lizzie Community Owners Association, Inc.
605 Commonwealth Avenue
Orlando, FL 32803

Location:	Osceola County

Permit Acres:	73.77 acres

Project Land Use:	Residential

Special Drainage District:	N/A

Water Body Classification:	CLASS III

FDEP Water Body ID:	3176B Wetland and Surface Water Impacts: 9.02 acres Conservation Easement to District:	No
Sovereign Submerged Lands:	No
Project Summary
This Environmental Resource Permit authorizes Construction and Operation of a stormwater management (SWM) system serving 73.77 acres of residential development known as Lake Lizzie Drive Subdivision.
The project includes the construction of 34.94 acres of impervious area for a 311-lot single family residential development with internal roadways, associated amenities and infrastructure. Stormwater runoff from the development will be conveyed to two (2) proposed wet detention ponds in Post Basin A (Pond A) and Post Basin B (Pond B). The ponds are designed to provide water quality treatment and attenuation in accordance with District criteria.
Issuance of this permit constitutes certification of compliance with state water quality standards in accordance with Rule 62-330.062, F.A.C.
Site Description
The project site is located at the northwest corner of the intersection of Lake Lizzie Drive and Pine Grove Road in Osceola County, Florida. Refer to Exhibit No. 1.0 for a location map.
The site is currently undeveloped.
For information on wetland and surface water impacts, please see the Wetlands and Other Surface Water section of this permit.

Ownership, Operation and Maintenance
Perpetual operation and maintenance of the SWM system is the responsibility of the Lake Lizzie Community Association, Inc. as indicated in the submitted draft governing documents (Refer to Exhibit 4.0 and 4.1). Upon completion of construction and in conjunction with submittal of the construction completion certification, a request for transfer to the operating entity and recorded copies of its governing documents must be submitted in accordance with General Condition No. 7.

Engineering Evaluation:
Land Use
Refer to the Land Use Table on page 5.
Water Quality
The project is located within a watershed identified by the Florida Department of Environmental Protection as impaired for nutrients; therefore, the design includes a site-specific pollutant loading analysis and an additional 50% water quality treatment volume above the amounts required pursuant to Section 4.2.1, Volume II, as reasonable assurances that the projects discharge will not cause or contribute to violations of State water quality standards. The project provides 9.38 ac-ft of water quality treatment.
The project includes implementation of a Turbidity and Erosion Control Plan (Exhibit No. 2.0), as additional reasonable assurance of compliance with water quality criteria during construction and operation.
Water Quantity
Tables regarding water quantity are provided in Exhibit No. 2.1.
Discharge
As found in the attached Exhibit No. 2.1 the project discharge is within the allowable limit for the area.
Road Design
As found in the attached Exhibit No. 2.1, minimum road center line elevations have been set at or above the calculated design storm flood elevation.
Finished Floors
As found in the attached Exhibit No. 2.1, minimum finished floor elevations have been set at or above the calculated design storm flood elevation.
Flood Plain/Compensating Storage
The project is not within the 100-year flood plain.
Certification, Operation, and Maintenance
Pursuant to Chapter 62-330.310, F.A.C., Individual Permits will not be converted from the construction phase to the operation phase until construction completion certification of the project is submitted to and accepted by the District. This includes compliance with all permit conditions, except for any long term maintenance and monitoring requirements. It is suggested that the permittee retain the services of an appropriate professional registered in the State of Florida for periodic observation of construction of the project.
For projects permitted with an operating entity that is different from the permittee, it should be noted that until the construction completion certification is accepted by the District and the permit is transferred to an acceptable operating entity pursuant to Sections 12.1-12.3 of the Applicant's Handbook Volume I and Section 62-330.310, F.A.C., the permittee is liable for operation and maintenance in compliance with the terms and conditions of this permit.
In accordance with Section 373.416(2), F.S., unless revoked or abandoned, all SWM systems and

works permitted under Part IV of Chapter 373, F.S., must be operated and maintained in perpetuity.
The efficiency of SWM systems, dams, impoundments, and most other project components will decrease over time without periodic maintenance. The operation and maintenance entity must perform periodic inspections to identify if there are any deficiencies in structural integrity, degradation due to insufficient maintenance, or improper operation of projects that may endanger public health, safety, or welfare, or the water resources. If deficiencies are found, the operation and maintenance entity is responsible for correcting the deficiencies in a timely manner to prevent compromises to flood protection and water quality. See Section 12.4 of the Applicant's Handbook Volume I for Minimum Operation and Maintenance Standards.

Engineering Evaluation Tables:
Land Use
Basin	Land Type	Area (ac)	% of Total Basin	

Post Basin A	Building	11.04	35.64	
	Wet Detention	3.50	11.30	
	Open Space	11.06	35.70	
	Impervious	5.37	17.33	
	Sub-Total:	30.97	100%	

Post Basin B	Building Coverage	12.30	29.85	
	Wet Detention	5.29	12.84	
	Open Space	18.98	46.07	
	Impervious	4.64	11.26	
	Sub-Total:	41.21	100%	

Offsite Roadway Basin	Impervious	1.59	100.00	
	Sub-Total:	1.59	100%	
	Total Project Area:	73.77	acres	

Water Quality

Basin	Treatment Type	Treatment System	Volume Required (ac-ft)	Volume Provided (ac-ft)	Area (ac)	Overflow Elevation (ft NAVD88)	
Post Basin A + B + Offsite Roadway + South Offsite Basin 2	Treatment	WET DETENTION	9.36	9.38	8.73	66.55	

Bleeder
Basin	Control EL (ft NAVD88)	Structure #	Structure Type	Count	Type	Dia.(in)	Invert EL (ft NAVD88)	Receiving Body	

Post Basin B	

65.50	

CS-1	
Water Quality	2	Circular Orifice	6.00	65.50	

Alligator Lake	
				1	Circular Orifice	3.00	65.50		

Inlets
Basin	Control EL (ft NAVD88)	Structure #	Structure Type	Count	Type	Length (in)	Width (in)	Crest EL (ft NAVD88)	Receiving Body	
Post Basin B	65.50	CS-1	Discharge	1	FDOT MOD H DROP INLET	37.0	79.0	68.50	Alligator Lake	

Weir
Basin	Control EL (ft NAVD88)	Structure #	Structure Type	Count	Type	Width (in)	Height (in)	Crest EL (ft NAVD88)	Receiving Body	

Post Basin B	

65.50	

CS-1	

Discharge	1	Rectangular	48.00	17.40	66.55	
Alligator Lake	
				1	Rectangular	54.00	6.00	68.00		
				2	Rectangular	24.00	6.00	68.00		

Environmental Evaluation:
Wetlands and Other Surface Waters
The project site contains two wetlands and five other surface waters. Please see Exhibit 3.0 for wetland locations. The wetlands can generally be described as freshwater marsh, mixed forested wetlands, and pasture wetlands. Additional wetland descriptions are available in the ePermitting file.
The project will result in 9.02 acres of wetland and other surface waters impacts as described in the table below. Exhibit 3.0 identifies the locations of the wetlands and other surface waters being impacted. The surface water impacts will not require mitigation as they are all isolated and less than half an acre in size. The majority of the proposed wetland impacts will be to low functioning pasture wetlands altered forested wetlands of minimal ecological value meeting the criteria set forth in Section 10.2.2.3 of the Applicants Handbook Volume I. Impacts to the wetlands are sufficiently offset as the proposed mitigation will provide greater long term ecological value. (Section 10.2.1.2).
To mitigate for the wetland impacts, the applicant will buy 1.46 forested and 2.82 herbaceous mitigation bank credits from Lake X Mitigation Bank, as depicted in Exhibit 3.0. The amount of required mitigation was determined using the Uniform Mitigation Assessment Method in Chapter 62-345, F.A.C. The final scores can be found in the ePermitting file.
Cumulative Impact Analysis
Since the mitigation is not located within the same basin as the wetland impacts, a cumulative impact analysis was conducted for the wetlands within the Lake Gentry Basin (Basin) pursuant to Rule 10.2.8 of Volume I. This analysis can be found in the ePermitting file.
The analysis determined that the Lake X Mitigation Bank has direct hydrological and ecological connections to the Lake Gentry Basin. The evaluation of factors including connectivity of waters, hydrology, habitat range of affected species, and water quality demonstrates the spillover benefits that the Lake X Mitigation Bank has on the Lake Gentry Basin. The size, biodiversity, proximity of the mitigation bank to the project site, and hydrologic connection between the mitigation bank and the project site demonstrates that the proposed mitigation will fully offset the impacts within the Lake Gentry Basin.
Based on the analysis provided and available information, the District has determined that the project will not result in unacceptable cumulative impacts to the Lake Gentry Basin. This conclusion is project specific and does not apply to any other application.
Fish, Wildlife, and Listed Species
The wetlands or surface waters to be impacted provide potential habitat for wetland-dependent species including the Florida sandhill crane and bald eagle.
Two adult Florida sandhill cranes and a nest were observed on the project site. The applicant will place a 400-foot buffer around the nest prior to construction activities in order to prevent nest disturbance. Additional nest surveys will be required prior to site clearing activities.
No bald eagles were observed during the listed species survey and no nests are documented within 660 feet of the project boundary. Therefore, the project is not anticipated to affect this species.
This permit does not relieve the applicant from complying with all applicable rules and any other agencies' requirements if, in the future, endangered or threatened species or species of special concern are discovered on the site.

Environmental Evaluation Tables:
Summary

Wetlands and Other Surface Waters:	9.02	acres	
Direct Impacts:	9.02	acres	
Secondary impacts:	0	acres	
Net UMAM Functional Loss/ Gain:	0	units	
Total Onsite Mitigation Area:	0	acres	
Total Offsite Mitigation Area:	0	acres	
Mitigation Provided in Permit No.:			

Total Mitigation Bank Credits Provided

Mitigation Bank	Type	Total Credits	
Lake X	FF	1.46	
Lake X	FH	2.82	
Total:	4.28	

Lake Lizzie Subdivision
Activities in Wetlands or Other Surface Waters, Not Including Mitigation at a Bank
ID	Acres	Action	Community Description	Current Score	With Project Score	UMAM Loss	
SW-1	0.28	Direct Impact	Ditches and Canals	0	0	0.000	
SW-2	0.22	Direct Impact	Reservoirs	0	0	0.000	
SW-3	0.26	Direct Impact	Ditches and Canals	0	0	0.000	
SW-4	0.02	Direct Impact	Ditches and Canals	0	0	0.000	
SW-5	0.01	Direct Impact	Hydric Pine Flatwoods	0	0	0.000	
Total:	0.79	0.000	

Activities in Wetlands or Other Surface Waters, With Mitigation at a Bank
ID	Acres	Community Description	Bank Name	Method	Current Score	With Score	Ratio or Add'l factor	Minimum Credits Needed	
W-1	2.57	Wetland Forested Mixed	Lake X	UMAM	0.567	0	1	1.46	
W-1	4	Freshwater Marshes	Lake X	UMAM	0.567	0	1	2.27	
W-2	1.66	Wet Prairies	Lake X	UMAM	0.333	0	1	0.55	
Total:  8.23	

Related Concerns:

Water Use Permit Status
The applicant has indicated that reclaimed water will be used as a source for irrigation water for the project.
Water Use Permit No. 49-02844-W, Application No. 210525-6 will be issued concurrently with this permit.
This permit does not release the permittee from obtaining all necessary Water Use authorization(s) prior to the commencement of activities which will require such authorization, including construction dewatering and irrigation.
Reclaimed Water, Potable Water, and Wastewater Service
City of St. Cloud Environmental Utilities.
Historical/ Archeological Resources
No information has been received that indicates the presence of archaeological or historical resources on the project site or indicating that the project will have any effect upon significant historic properties listed, or eligible for listing in the National Register of Historic Places.
This permit does not release the permittee from complying with any other agencies requirements in the event that historical and/or archaeological resources are found on the site.

General Conditions for Individual Environmental Resource Permits, 62-330.350, F.A.C.

All activities shall be implemented following the plans, specifications and performance criteria approved by this permit. Any deviations must be authorized in a permit modification in accordance with rule 62-330.315, F.A.C. Any deviations that are not so authorized may subject the permittee to enforcement action and revocation of the permit under Chapter 373, F.S.

A complete copy of this permit shall be kept at the work site of the permitted activity during the construction phase, and shall be available for review at the work site upon request by the Agency staff. The permittee shall require the contractor to review the complete permit prior to beginning construction.

Activities shall be conducted in a manner that does not cause or contribute to violations of state water quality standards. Performance-based erosion and sediment control best management practices shall be installed immediately prior to, and be maintained during and after construction as needed, to prevent adverse impacts to the water resources and adjacent lands. Such practices shall be in accordance with the State of Florida Erosion and Sediment Control Designer and Reviewer Manual (Florida Department of Environmental Protection and Florida Department of Transportation, June 2007), and the Florida Stormwater Erosion and Sedimentation Control Inspector’s Manual (Florida Department of Environmental Protection, Nonpoint Source Management Section, Tallahassee, Florida, July 2008), which are both incorporated by reference in subparagraph 62-330.050(9)(b)5., F.A.C., unless a project-specific erosion and sediment control plan is approved or other water quality control measures are required as part of the permit.

At least 48 hours prior to beginning the authorized activities, the permittee shall submit to the Agency a fully executed Form 62-330.350(1), “Construction Commencement Notice,” (October 1, 2013), (http://www.flrules.org/Gateway/reference.asp?No=Ref-02505), incorporated by reference herein, indicating the expected start and completion dates. A copy of this form may be obtained from the Agency, as described in subsection 62-330.010(5), F.A.C., and shall be submitted electronically or by mail to the Agency. However, for activities involving more than one acre of construction that also require a NPDES stormwater construction general permit, submittal of the Notice of Intent to Use Generic Permit for Stormwater Discharge from Large and Small Construction Activities, DEP Form 62-621.300(4)(b), shall also serve as notice of commencement of construction under this chapter and, in such a case, submittal of Form 62-330.350(1) is not required.

Unless the permit is transferred under rule 62-330.340, F.A.C., or transferred to an operating entity under rule 62-330.310, F.A.C., the permittee is liable to comply with the plans, terms, and conditions of the permit for the life of the project or activity.

Within 30 days after completing construction of the entire project, or any independent portion of the project, the permittee shall provide the following to the Agency, as applicable:
For an individual, private single-family residential dwelling unit, duplex, triplex, or quadruplex- "Construction Completion and Inspection Certification for Activities Associated With a Private Single-Family Dwelling Unit"[Form 62-330.310(3)]; or
For all other activities- "As-Built Certification and Request for Conversion to Operational Phase" [Form 62-330.310(1)].
If available, an Agency website that fulfills this certification requirement may be used in lieu of the form.

If the final operation and maintenance entity is a third party:
Prior to sales of any lot or unit served by the activity and within one year of permit issuance, or within 30 days of as-built certification, whichever comes first, the permittee shall submit, as

applicable, a copy of the operation and maintenance documents (see sections 12.3 thru 12.3.4 of Volume I) as filed with the Florida Department of State, Division of Corporations, and a copy of any easement, plat, or deed restriction needed to operate or maintain the project, as recorded with the Clerk of the Court in the County in which the activity is located.
Within 30 days of submittal of the as-built certification, the permittee shall submit “Request for Transfer of Environmental Resource Permit to the Perpetual Operation and Maintenance Entity” [Form 62-330.310(2)] to transfer the permit to the operation and maintenance entity, along with the documentation requested in the form. If available, an Agency website that fulfills this transfer requirement may be used in lieu of the form.

The permittee shall notify the Agency in writing of changes required by any other regulatory agency that require changes to the permitted activity, and any required modification of this permit must be obtained prior to implementing the changes.

This permit does not:
Convey to the permittee any property rights or privileges, or any other rights or privileges other than those specified herein or in Chapter 62-330, F.A.C.;
Convey to the permittee or create in the permittee any interest in real property;
Relieve the permittee from the need to obtain and comply with any other required federal, state, and local authorization, law, rule, or ordinance; or
Authorize any entrance upon or work on property that is not owned, held in easement, or controlled by the permittee.

Prior to conducting any activities on state-owned submerged lands or other lands of the state, title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund, the permittee must receive all necessary approvals and authorizations under Chapters 253 and 258, F.S. Written authorization that requires formal execution by the Board of Trustees of the Internal Improvement Trust Fund shall not be considered received until it has been fully executed.

The permittee shall hold and save the Agency harmless from any and all damages, claims, or liabilities that may arise by reason of the construction, alteration, operation, maintenance, removal, abandonment or use of any project authorized by the permit.

The permittee shall notify the Agency in writing:
Immediately if any previously submitted information is discovered to be inaccurate; and
Within 30 days of any conveyance or division of ownership or control of the property or the system, other than conveyance via a long-term lease, and the new owner shall request transfer of the permit in accordance with Rule 62-330.340, F.A.C. This does not apply to the sale of lots or units in residential or commercial subdivisions or condominiums where the stormwater management system has been completed and converted to the operation phase.

Upon reasonable notice to the permittee, Agency staff with proper identification shall have permission to enter, inspect, sample and test the project or activities to ensure conformity with the plans and specifications authorized in the permit.

If prehistoric or historic artifacts, such as pottery or ceramics, projectile points, stone tools, dugout canoes, metal implements, historic building materials, or any other physical remains that could be associated with Native American, early European, or American settlement are encountered at any time within the project site area, the permitted project shall cease all activities involving subsurface disturbance in the vicinity of the discovery. The permittee or other designee shall contact the Florida Department of State, Division of Historical Resources, Compliance Review Section (DHR), at (850)245-6333, as well as the appropriate permitting agency office. Project activities shall not resume without verbal or written authorization from

the Division of Historical Resources. If unmarked human remains are encountered, all work shall stop immediately and the proper authorities notified in accordance with section 872.05,
F.S. For project activities subject to prior consultation with the DHR and as an alternative to the above requirements, the permittee may follow procedures for unanticipated discoveries as set forth within a cultural resources assessment survey determined complete and sufficient by DHR and included as a specific permit condition herein.

Any delineation of the extent of a wetland or other surface water submitted as part of the permit application, including plans or other supporting documentation, shall not be considered binding unless a specific condition of this permit or a formal determination under Rule 62-330.201, F.A.C., provides otherwise.

The permittee shall provide routine maintenance of all components of the stormwater management system to remove trapped sediments and debris. Removed materials shall be disposed of in a landfill or other uplands in a manner that does not require a permit under Chapter 62-330, F.A.C., or cause violations of state water quality standards.

This permit is issued based on the applicant's submitted information that reasonably demonstrates that adverse water resource-related impacts will not be caused by the completed permit activity. If any adverse impacts result, the Agency will require the permittee to eliminate the cause, obtain any necessary permit modification, and take any necessary corrective actions to resolve the adverse impacts.

A Recorded Notice of Environmental Resource Permit may be recorded in the county public records in accordance with Rule 62-330.090(7), F.A.C. Such notice is not an encumbrance upon the property.

Special Conditions for Individual Environmental Resource Permits, 62-330.350, F.A.C.

The construction authorization for this permit shall expire on the date shown on page 2.

Operation and maintenance of the stormwater management system shall be the responsibility of Lake Lizzie Community Association, Inc. Upon completion of construction and in conjunction with submittal of the as-built certification, a request for transfer to the operating entity with supporting documentation must be submitted in accordance with General Condition No. 7.

Lake side slopes shall be no steeper than 4:1 (horizontal:vertical) to a depth of two feet below the control elevation. Side slopes shall be nurtured or planted from 2 feet below to 1 foot above control elevation to insure vegetative growth.

A stable, permanent and accessible elevation reference shall be established on or within one hundred (100) feet of all permitted discharge structures no later than the submission of the certification report. The location of the elevation reference must be noted on or with the certification report.

Prior to any future construction, the permittee shall apply for and receive an Individual ERP. As part of the permit application, the applicant for that phase shall provide documentation verifying that the proposed construction is consistent with the design of the master stormwater management system, including the land use and site grading assumptions.

Prior to initiating construction activities associated with this Environmental Resource Permit (ERP), the permittee is required to hold a pre-construction meeting with field representatives, consultants, contractors, District Environmental Resource Bureau (ERB) staff, and any other local government entities as necessary. The purpose of the pre-construction meeting is to discuss construction methods, sequencing, best management practices, identify work areas, staking and roping of preserves where applicable, and to facilitate coordination and assistance amongst relevant parties. To schedule a pre-construction meeting, please contact ERB staff from the Orlando Service Center at (407) 858-6100 or via e-mail at: pre-con@sfwmd.gov. When sending a request for a pre-construction meeting, please include the application number, permit number, and contact name and phone number.

This permit does not authorize the permittee to cause any adverse impact to or “take” of state listed species and other regulated species of fish and wildlife. Compliance with state laws regulating the take of fish and wildlife is the responsibility of the owner or applicant associated with this project. Please refer to Chapter 68A-27 of the Florida Administrative Code for definitions of “take”	and a list of fish and wildlife species. If listed species are observed onsite, FWC staff are available to provide decision support information or assist in obtaining the appropriate FWC permits. Most marine endangered and threatened species are statutorily protected and a “take” permit cannot be issued. Requests for further information or review can be sent to: FWCConservationPlanningServices@MyFWC.com.

Prior to commencement of construction, and in accordance with the work schedule herein, the permittee shall submit documentation from Lake X Mitigation Bank that 1.46 forested and
2.82 herbaceous credits for this project have been paid for in full and deducted from the Lake X Mitigation Bank's ledger.

Project Work Schedule for Permit No. 49-105039-P
The following activities are requirements of this Permit and shall be completed in accordance with the Project Work Schedule below. Please refer to General Conditions, Special Conditions and/or Specific Conditions for more information. Any deviation from these time frames will require prior approval from the District’s Environmental Resources Bureau and may require a minor modification to this permit. Such requests must be made in writing and shall include: (1) reason for the change, (2) proposed start/finish and/or completion dates, and (3) progress report on the status of the project.

Condition No.	Date Added	Description (Application Number)	Due Date	Date Satisfied	
GC 4	08/13/2021	Construction Commencement Notice	Prior to Construction		
GC 6	08/13/2021	Submit Certification	30 Days After Construction Completion		
GC 7	08/13/2021	Submit Operation Transfer Request	Within 30 days of Certification		
SC 6	08/13/2021	Pre-Construction Meeting	Prior to Construction		
SC 8	08/13/2021	Submit Mitigation Bank Ledger Documentation	09/12/2021		

GC = General Condition SC = Special Condition

Distribution List

Steve Orosz, Hanover Tyson, LLC HLC Edge Holdings LLC
Larry Medlin
Jay Baker, Bio-Tech Consulting Inc
Lake Lizzie Community Owners Association, Inc. Div of Recreation and Park - District 3
Osceola County Engineer

Exhibits

The following exhibits to this permit are incorporated by reference. The exhibits can be viewed by clicking on the links below or by visiting the District's ePermitting website at http://my.sfwmd.gov/ePermitting and searching under this application number 210409-5863 .

Exhibit No.1.0 Location Map

Exhibit No. 2.0 SWM Plans

Exhibit No. 2.1 Calculations

Exhibit No 3.0 Environmental Exhibits

Exhibit No. 4.0 Declaration of Covenants (Draft)

Exhibit No. 4.1 Articles of Incorporation (Draft)

NOTICE OF RIGHTS

As required by Chapter 120, Florida Statutes, the following provides notice of the opportunities which may be available for administrative hearing pursuant to Sections 120.569 and 120.57, Florida Statutes, or judicial review pursuant to Section 120.68, Florida Statutes, when the substantial interests of a party are determined by an agency. Please note that this Notice of Rights is not intended to provide legal advice. Some of the legal proceedings detailed below may not be applicable or appropriate for your situation. You may wish to consult an attorney regarding your legal rights.

RIGHT TO REQUEST ADMINISTRATIVE HEARING
A person whose substantial interests are or may be affected by the South Florida Water Management District’s (District) action has the right to request an administrative hearing on that action pursuant to Sections 120.569 and 120.57, Florida Statutes. Persons seeking a hearing on a District decision which affects or may affect their substantial interests shall file a petition for hearing in accordance with the filing instructions set forth herein within 21 days of receipt of written notice of the decision unless one of the following shorter time periods apply:
(1) within 14 days of the notice of consolidated intent to grant or deny concurrently reviewed applications for environmental resource permits and use of sovereign submerged lands pursuant to Section 373.427, Florida Statutes; or (2) within 14 days of service of an Administrative Order pursuant to Section 373.119(1), Florida Statutes. "Receipt of written notice of agency decision" means receipt of written notice through mail, electronic mail, posting, or publication that the District has taken or intends to take final agency action. Any person who receives written notice of a District decision and fails to file a written request for hearing within the timeframe described above waives the right to request a hearing on that decision.

If the District takes final agency action that materially differs from the noticed intended agency decision, persons who may be substantially affected shall, unless otherwise provided by law, have an additional point of entry pursuant to Rule 28-106.111, Florida Administrative Code.

Any person to whom an emergency order is directed pursuant to Section 373.119(2), Florida Statutes, shall comply therewith immediately, but on petition to the board shall be afforded a hearing as soon as possible.

A person may file a request for an extension of time for filing a petition. The District may grant the request for good cause. Requests for extension of time must be filed with the District prior to the deadline for filing a petition for hearing. Such requests for extension shall contain a certificate that the moving party has consulted with all other parties concerning the extension and whether the District and any other parties agree to or oppose the extension. A timely request for an extension of time shall toll the running of the time period for filing a petition until the request is acted upon.

FILING INSTRUCTIONS
A petition for administrative hearing must be filed with the Office of the District Clerk. Filings with the Office of the District Clerk may be made by mail, hand-delivery, or e-mail. Filings by facsimile will not be accepted. A petition for administrative hearing or other document is deemed filed upon receipt during normal business hours by the Office of the District Clerk at the District’s headquarters in West Palm Beach, Florida. The District’s normal business hours are 8:00 a.m. – 5:00 p.m., excluding weekends and District holidays. Any document received by the Office of the District Clerk after 5:00 p.m. shall be deemed filed as of 8:00 a.m. on the next regular business day.

Additional filing instructions are as follows:

Filings by mail must be addressed to the Office of the District Clerk, 3301 Gun Club Road, West Palm Beach, Florida 33406.
Filings by hand-delivery must be delivered to the Office of the District Clerk. Delivery of a petition to the District's security desk does not constitute filing. It will be necessary to request that the District's security officer contact the Office of the District Clerk. An employee of the District's Clerk's office will receive and process the petition.
Filings by e-mail must be transmitted to the Office of the District Clerk at clerk@sfwmd.gov. The filing date for a document transmitted by electronic mail shall be the date the Office of the District Clerk receives the complete document.

INITIATION OF ADMINISTRATIVE HEARING
Pursuant to Sections 120.54(5)(b)4. and 120.569(2)(c), Florida Statutes, and Rules 28-106.201 and 28-106.301, Florida Administrative Code, initiation of an administrative hearing shall be made by written petition to the District in legible form and on 8 1/2 by 11 inch white paper. All petitions shall contain:

Identification of the action being contested, including the permit number, application number, District file number or any other District identification number, if known.
The name, address, any email address, any facsimile number, and telephone number of the petitioner, petitioner’s attorney or qualified representative, if any.
An explanation of how the petitioner’s substantial interests will be affected by the agency determination.
A statement of when and how the petitioner received notice of the District’s decision.
A statement of all disputed issues of material fact. If there are none, the petition must so indicate.
A concise statement of the ultimate facts alleged, including the specific facts the petitioner contends warrant reversal or modification of the District’s proposed action.
A statement of the specific rules or statutes the petitioner contends require reversal or modification of the District’s proposed action.
If disputed issues of material fact exist, the statement must also include an explanation of how the alleged facts relate to the specific rules or statutes.
A statement of the relief sought by the petitioner, stating precisely the action the petitioner wishes the District to take with respect to the District’s proposed action.

MEDIATION
The procedures for pursuing mediation are set forth in Section 120.573, Florida Statutes, and Rules 28-106.111 and 28-106.401–.405, Florida Administrative Code. The District is not proposing mediation for this agency action under Section 120.573, Florida Statutes, at this time.

RIGHT TO SEEK JUDICIAL REVIEW
Pursuant to Section 120.68, Florida Statutes, and in accordance with Florida Rule of Appellate Procedure 9.110, a party who is adversely affected by final District action may seek judicial review of the District's final decision by filing a notice of appeal with the Office of the District Clerk in accordance with the filing instructions set forth herein within 30 days of rendition of the order to be reviewed, and by filing a copy of the notice with the appropriate district court of appeals via the Florida Courts E-Filing Portal.

FLORIDA DEPARTMENT OF
Environmental Protection
Bob Martinez Center 2600 Blair Stone Road
Tallahassee, Florida 32399-2400

Ron DeSantis
Governor

Jeanette Nuñez
Lt. Governor

Shawn Hamilton
Secretary

PW Clearance Electronic Submission

Potable Water TOTAL Clearance

07/28/2023

Dear Robert Newberry, Jr.,

Clearance Type: TOTAL
Construction Permit Number: 0076597-539-DSGP
Supplier PWS ID: 3491373
Project Name: TRINITY PLACE PHASE 1
Permittee: Steve Orosz
PWS Supplier: ST. CLOUD, CITY OF (3 WPS)
PWS Owner: ST. CLOUD, CITY OF (3 WPS)
Deviations (when applicable): N/A

This letter acknowledges receipt of the clearance request form and supporting information, dated 07/28/2023. The submitted information demonstrates the system extension has been constructed in accordance with the FDEP Permit Number above and related plans and materials and that satisfactory pressure and bacteriological tests were conducted in accordance with the AWWA standards. Based on the certification and satisfactory bacteriological results, the Department is clearing the system for service.

Your clearance application has been received and deemed complete. Please address any questions to Allison.Chancy@FloridaDEP.gov.

Enclosures:
All Supporting documentation provided by the applicant can be found here: https://prodenv.dep.state.fl.us/DepNexus/public/electronic-documents/3491373/facility!search
This link will not be available immediately. These documents will be available no later than 3 days from the date of issuance of this letter.

Attachments:
Community Public Drinking Water Systems

If you have any questions or comments regarding this TOTAL clearance, please contact Allison Chancy via e-mail at Allison.Chancy@FloridaDEP.gov for further information.

Sincerely,

STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

Audit Committee Meeting

LAKE LIZZIE COMMUNITY DEVELOPMENT DISTRICT
REQUEST	FOR	PROPOSALS

District Auditing Services for Fiscal Year 2023
Osceola County, Florida

Instructions to Proposers
SECTION 1. DUE DATE. Sealed proposals must be received no later than
Friday, December 22, 2023 at the offices of:
Governmental  Management  Services  –  Central  Florida,  LLC, Attn: Tricia Adams/ Brittany Brookes,  District Manager,  219  East  Livingston  Street, Orlando, Florida 32801. Proposals will be publicly opened at that time.

Section 2. Familiarity with the Law. By submitting a proposal, the Proposer is assumed to be familiar with all federal, state, and local laws, ordinances, rules and regulations that in any manner affect the work. Ignorance on the part of the Proposer will in no way relieve it from responsibility to perform the work covered by the proposal in compliance with all such laws, ordinances and regulations.

Section 3. Qualifications of Proposer. The contract, if awarded, will only be awarded to a responsible Proposer who is qualified by experience and licensing to do the work specified herein. The Proposer shall submit with its proposal satisfactory evidence of experience in similar work and show that it is fully prepared to complete the work to the satisfaction of the District.

Section 4.  Submission of Only One Proposal.  Proposers shall be disqualified, and their proposals rejected if the District has reason to believe that collusion may exist among the Proposers, the Proposer has defaulted on any previous contract or is in arrears on any previous or existing contract, or for failure to demonstrate proper licensure and business organization.
Section 5.	Submission of Proposal. Submit one (1) original hard copy and one
electronic	copy	of	the	Proposal	Documents,	and	other	requested	attachments,

at	the	time	and place

indicated

herein,	which	shall	be	enclosed

in	an	opaque	sealed	envelope,
marked	with the title
“Auditing	Services	– Lake Lizzie	Community	Development District” on	the face of it.

Section	6.	Modification	and	Withdrawal.	Proposals	may
be modified or withdrawn  by  an  appropriate  document  duly  executed  and  delivered  to the place where proposals are to be submitted at any time prior to the time and date the proposals are due. No proposal may be withdrawn after opening for a period of ninety (90) days.

Section 7.  Proposal  Documents.   The  proposal  documents  shall  consist  of the notice announcing the request for proposals, these instructions, the Evaluation Criteria Sheet and a proposal with all required documentation pursuant to Section 12 of these instructions (the “Proposal Documents”).

Section 8.  Proposal. In making its proposal, each Proposer represents that it has read and understands the Proposal Documents and that the proposal is made in accordance therewith.

Section 9. Basis of Award/Right to Reject. The District reserves the right to reject any and all proposals, make modifications to the work, and waive any informalities or irregularities in proposals as it is deemed in the best interests of the District.

Section 10. Contract Award. Within fourteen (14) days of receipt of the Notice of Award from the District, the Proposer shall enter into and execute a Contract (engagement letter) with the District.

Section 11. Limitation of Liability. Nothing herein shall be construed as or constitute a waiver of District’s limited waiver of liability contained in Section 768.28, Florida Statutes, or any other statute or law.

Section 12.	Miscellaneous. All proposals shall include the following information in addition to any other requirements of the proposal documents.
List		position	or	title	of	all	personnel	to	perform work	on the	District audit. Include résumés for each person listed; list years of
experience in present position for each party listed and years of related experience.

Describe		proposed	staffing	levels,	including résumés	with		applicable certifications.

Three references from projects of similar size and scope.	The Proposer should include information relating to the work it conducted for each reference as well as a name, address and phone number of a contact person.

The cost of the provision of the services under the proposal for Fiscal Years 2023, 2024, 2025, 2026, and 2027. The District intends to enter into five (5) separate one-year agreements

Provide a proposed schedule for performance of the audit.
Section 13. Protests. In accordance with the District’s Rules of Procedure, any protest regarding the Proposal Documents, must be filed in writing, at the offices of the District Manager, within seventy-two (72) calendar hours (excluding Saturday, Sunday, and state holidays) after the receipt of the Proposal Documents. The formal protest setting forth with particularity the facts and law upon which the protest is based shall be filed within seven (7) calendar days (including Saturday, Sunday, and state holidays) after the initial notice of protest was filed. Failure to timely file a notice of protest or failure to timely file a formal written protest shall constitute a waiver of any right to object or protest with respect to the aforesaid Proposal Documents.

Section 14. Evaluation of Proposals. The criteria to be used in the evaluation of proposals are presented in the Evaluation Criteria Sheet, contained within the Proposal Documents.

LAKE LIZZIE COMMUNITY DEVELOPMENT DISTRICT AUDITOR SELECTION EVALUATION CRITERIA
Ability of Personnel.	(20 Points)

(E.g., geographic location of the firm’s headquarters or permanent office in relation to the project; capabilities and experience of key personnel; present ability to manage this project; evaluation of existing workload; proposed staffing levels, etc.)

Proposer’s Experience.	(20 Points)

(E.g. past record and experience of the Proposer in similar projects; volume of work previously performed by the firm; past performance for other community development districts in other contracts; character, integrity, reputation of Proposer, etc.)

Understanding of Scope of Work.	(20 Points)

Extent to which the proposal demonstrates an understanding of the District’s needs for the services requested.

Ability to Furnish the Required Services.	(20 Points)

Extent to which the proposal demonstrates the adequacy of Proposer’s financial resources and stability as a business entity necessary to complete the services required.

Price.	(20 Points)

Points will be awarded based upon the lowest total proposal for rendering the services and the reasonableness of the proposal.

TOTAL	(100 Points)

SECTION B

LAKE LIZZIE COMMUNITY DEVELOPMENT DISTRCT REQUEST FOR PROPOSALS FOR ANNUAL AUDIT SERVICES

The Lake Lizzie Community Development District hereby requests proposals for annual
financial auditing services. The proposal must provide for the auditing of the District’s financial records for the fiscal year ending September 30, 2023, with an option for four (4) additional
annual renewals. The District is a local unit of special purpose government created under Chapter 190, Florida Statues, for the purpose of financing, constructing and maintaining public infrastructure. The District is located in Osceola County, Florida. The District currently has an operating budget of approximately $202,566 . The final contract will require that, among other things, the audit for the fiscal year ending September 30, 2023, be completed no later than June 1, 2024.

Each auditing entity submitting a proposal must be authorized to do business in Florida; hold all applicable state and federal professional licenses in good standing, including but not limited to a license under Chapter 473, Florida Statutes, and be qualified to conduct audits in accordance with “Government Auditing Standards”, as adopted by the Florida Board of Accountancy. Audits shall be conducted in accordance with Florida law and particularly section 218.39, Florida Statutes, and the rules of the Florida Auditor General.

Proposal package, which include evaluation criteria and instructions to proposers, are available from the District Manager at the address and telephone number listed below.

Proposers must provide one (1) original hard copy and one (1) electronic copy of their proposal to Governmental Management Services – Central Florida, LLC Attn: Tricia Adams, District Manager, 219 East Livingston Street, Orlando, Florida 32801, in an envelope marked on the
outside “Auditing Services – Lake Lizzie Community Development District.”

Proposals must be received by 5:00 PM on Friday, December 22, 2023, at the office address listed above. Proposals received after this time will not be eligible for consideration. Please direct all questions regarding this Notice to the District Manager who can be reached at (407) 841-5524.

District Manager
Governmental Management Services – Central Florida, LLC