Knightsbridge Community Development District

Agenda October 21, 2024

Agenda

October 14, 2024 Board of Supervisors
Knightsbridge
Community Development District
219 E. Livingston Street, Orlando, Florida 32801 Phone: 407-841-5524 – Fax: 407-839-1526
Knightsbridge Community Development District

Dear Board Members:

The meeting of the Board of Supervisors of the Knightsbridge Community Development District will be held Monday, October 21, 2024 at 10:00 a.m., or as shortly thereafter as reasonably possible, at the Oasis Club at ChampionsGate, 1520 Oasis Club Blvd., ChampionsGate, FL 33896. Following is the advance agenda for the regular meeting:

Roll Call
Public Comment Period
Approval of Minutes of the September 16, 2024 Meeting
Ratification of Series 2024 Requisitions #4 - #5
Consideration of Landscape Maintenance Agreement for Phases 1 & 2 with Frank Polly Sod & Landscape
Consideration of Proposal from Trace Air to Provide Drone Flyovers, Data Processing and Cloud Software Subscription Services
Staff Reports
Attorney
Engineer
Discussion of Pending Plat Conveyances
Status of Permit Transfers
District Manager’s Report
Approval of Check Register
Balance Sheet and Income Statement
Field Manager’s Report
Other Business
Supervisor’s Requests
Adjournment

The balance of the agenda will be discussed at the meeting. In the meantime, if you should have any questions, please contact me.

Sincerely,
George S. Flint
George S. Flint District Manager

Cc:	Jan Carpenter, District Counsel Davie Reid, District Engineer

Enclosures

Minutes
MINUTES OF MEETING KNIGHTSBRIDGE
COMMUNITY DEVELOPMENT DISTRICT

The regular meeting of the Board of Supervisors of the Knightsbridge Community Development District was held Monday, September 16, 2024, at 10:00 a.m. at the Oasis Club at Champions Gate at 1520 Oasis Club Blvd., Champions Gate, Florida.

Present and constituting a quorum were:

Adam Morgan	Chairman
Rob Bonin	Vice Chairman
Steve Greene	Assistant Secretary
Josmin Martinez by phone	Assistant Secretary Also present were:
George Flint	District Manager
Kristen Trucco	District Counsel
Dave Reid by phone	District Engineer
Alan Scheerer	Field Manager
Karly Chambers	Lennar Homes

FIRST ORDER OF BUSINESS	Roll Call
Mr. Flint called the meeting to order and called the roll. There were three Board members present in person, and one joined by phone, constituting a quorum.

SECOND ORDER OF BUSINESS	Public Comment Period
Mr. Flint: Next is public comment period, and we just have staff and Board members.

THIRD ORDER OF BUSINESS	Approval of Minutes of the August 19,
2024 Meeting
Mr. Flint: We will move on to approval of the minutes from August 19, 2024. Did the Board have any comments or questions?
Mr. Morgan: Yes, they look good. I make a motion to accept.

FOURTH ORDER OF BUSINESS	Ratification of Series 2024 Requisitions #1,
#2, #3
Mr. Flint: Next is Ratification of Requisitions 1, 2 and 3. Requisition 1 is for $64 for legal services. Requisition 2 is for $525 for engineering. Requisition 3 is for $1,470 for engineering. These have been submitted to the Trustee for payment. Are there any questions?
Mr. Morgan: I will make a motion to ratify.

SIXTH ORDER OF BUSINESS	Staff Reports
Attorney
Recorded Amended and Restated Interlocal Agreement
Mr. Flint: Staff reports, Kristen.
Ms. Trucco: In your agenda is the amended and restated interlocal agreement with the city and the CDD. This is already finalized, it’s already been approved by the City Council, but I wanted to bring back the signed version just for the record so you all have a copy of it. This basically acknowledges that the city agrees to accept Golden Knight Blvd. by deed from the CDD and that the CDD will be responsible for the maintenance of landscaping on Golden Knight Blvd. So, this was a change from the original plan. The original Interlocal Agreement stated that the CDD was going to own Golden Knight Blvd. This was an update, so the city has agreed to own Golden Knight Blvd. The CDD will be maintaining the landscaping there and then I can also confirm since the last meeting that we’ve also recorded a deed transferring that section of Golden Knight Blvd. to the city already. I was contacted by the county because it looks like there was an issue with the last section of the legal description on that recorded deed, but we reached out to the surveyor who completed the legal description, and my understanding is he’s working on it right now to confirm whether he agrees with the county that there’s an issue with the legal description. We’ll keep you updated on that but eventually that will be finalized. It’s already been recorded, but with this it looks like there may be an error with the surveyor. I don’t have any other updates for you today but I’m here if you have any questions.
Mr. Morgan: Was that agreement between the CDD and Lennar for the use of the road?
Ms. Trucco: Yes. Thank you. Actually, in between the two meetings too, we were contacted by Lennar that they were going to be utilizing tract R2 of Phase 1 which included Maple Cross, Brentwood, and Rochester Drive and so we’d ask them to sign just a temporary license agreement

acknowledging that they’re going to be using those roads to import fill into private lots, so, they have agreed to sign that, and so that’s also an update for the Board.
Mr. Morgan: Should we have the Board ratify that license agreement? Ms. Trucco: If you don’t mind, that would be great.

Mr. Flint: Do you have the executed copy of that? Ms. Trucco: I don’t. I will have to contact Lennar. Mr. Greene: I can probably get it from Barry Bichard.
Mr. Flint: We just need to make sure we get that into our records.

Engineer
Discussion of Pending Plat Conveyances
Status of Permit Transfers
Mr. Flint: Engineer, this is Knightsbridge. Do we have an Engineer on for Knightsbridge? Mr. Reid: Yes, it’s Dave. I’m here.
Mr. Flint: Hey there, any update of anything?
Mr. Reid: I don’t have anything this week, unless you got some questions. I did submit the reimbursement form last week. I assume everybody got it.
Mr. Flint: I need to check the status of the requisition. Any questions for Dave? Hearing none, we will move to the next item.

District Manager’s Report
Approval of Check Register
Mr. Flint: You have the check register from October 6th through September 3rd for the General Fund. Checks #82 through #88, totaling $21,031.04. Are there any questions on the check register?
Mr. Morgan: I make a motion to approve.

Balance Sheet and Income Statement

Mr. Flint: We also have the unaudited financial statements through July 31st. There is no action required by the Board, if you have any questions, we can discuss those.

Field Manager’s Report
Mr. Flint: Field manager’s report.
Mr. Scheerer: Yes, Mark was on vacation last week, but we’ll pick up next week with our normal site visits and review in the community. Everything’s looking pretty good out there. The only question I would have is, it’s come up a couple of times about the playground holding water. I know that there has been some emails about that. Has anything been discussed or determined about that?
Mr. Bonin: Well, we have the one inlet that’s under the sidewalk that has to be done. Is that in the works?
Ms. Chambers: I provided you that proposal for all of the work.
Mr. Bonin: There’s an inlet that’s covered up by the sidewalk. There’s the playground. It’s not constructed how it needed to be. It was supposed to be elevated where it drained out. You talking about the swing set?
Mr. Scheerer: Yeah.
Mr. Bonin: That’s got to be fixed. Mr. Scheerer: So, it’s in the works?
Mr. Bonin: And then I’m looking at possibly some more under drains, but I don’t. What I saw was too much. So, it’s in the works.
Mr. Scheerer: We’ll get through the rainy season then do it.
Mr. Bonin: There’s a couple of items. There’s like 3 different things that kind of need to be happening there so, but I’m aware of them and I just need to get them in motion.
Mr. Flint: There’s usually a lot of concrete holding those things down. Lifting those is a big deal.
Mr. Scheerer: That’s all I have. Thanks for the update.

SIXTH ORDER OF BUSINESS	Other Business
Mr. Flint: Is there any other business or supervisor’s requests?

SEVENTH ORDER OF BUSINESS	Supervisor’s Requests

There being no comments, the next item followed.

EIGHTH ORDER OF BUSINESS	Adjournment
Mr. Morgan: I make a motion to adjourn.

Secretary/Assistant Secretary	Chairman/Vice Chairman

Section IV
REQUISITION

KNIGHTSBRIDGE COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2024
(2024 PROJECT)

(Acquisition and Construction)

The undersigned, a Responsible Officer of the Knightsbridge 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, as trustee (the “Trustee”), dated as of March 1, 2024, as supplemented by that certain First Supplemental Trust Indenture dated as of March 1, 2024 (collectively, the “Indenture”) (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture):
Requisition Number: 4
Identify Acquisition Agreement, if applicable;
Name of Payee: Madden, Moorhead & Stokes, LLC
Amount Payable: $426.54
Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments): Invoice # 23MMS0730-5 - Construction Reimbursements for July 2024
Fund or Account and subaccount, if any, from which disbursement to be made:
Series 2024 Acquisition and Construction Account of the Acquisition and Construction Fund.
The undersigned hereby certifies that:
obligations in the stated amount set forth above have been incurred by the District,
each disbursement set forth above is a proper charge against the Series 2024 Acquisition and Construction Account;
each disbursement set forth above was incurred in connection with the Cost of the 2024 Project; and
each disbursement represents a Cost of 2024 Project which has not previously been paid.
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 the services rendered with respect to which disbursement is hereby requested are on file with the District.
KNIGHTSBRIDGE COMMUNITY DEVELOPMENT DISTRICT
By:	ResponsiQ Officer	 '---=	-
Date:	er li- 5t'l,1-f

CONSULTING ENGINEER'S APPROVAL FOR
NON-COST OF ISSUANCE OR NON-OPERATING COSTS REQUESTS ONLY
The undersigned Consulting Engineer hereby certifies that this disbursement is for the Cost of the 2024 Project and is consistent with: (i) the Acquisition Agreement; and (ii) the report of the Consulting Engineer, as such report shall have been amended or modified.

	,Q
Consulting Engineer

9-12-24

2

431 E Horatio Ave.
Suite 260
Maitland, FL 32751
	INVOICE	
Client Code:	CMMS-0071 Invoice Number:	23MMS0730-5
Date:	August 26, 2024
Due Date:	September 25, 2024 Project Number:	23MMS0730

Governmental Management Services- Central FL, LLC							
ATTN: George S. Flint, VP							
219 East Livingston Street							
Orlando, FL 32801							
Knightsbridge CDD Construction Ser. 2024							
For Professional Services Rendered Through: July 31, 2024							
Basis of Billing:
Status:							
Contract Summary							

Project Name	
Contract	Percent Complete	
Total Billed	
Prior Billed	
Remaining	Current Billed	
Administration	$2,000.00	96.25	$1,925.00	$1,925.00	$75.00	$0.00	
Cost of Issuance	$9,000.00	6.00	$540.00	$540.00	$8,460.00	$0.00	
Construction Reimbursements	$14,000.00	13.55	$1,896.54	$1,470.00	$12,103.46	$426.54	
Total Fee	$25,000.00		$4,361.54	$3,935.00	$20,638.46	$426.54	
Professional Services							
				Hours	Rate	Amount	
03 Construction Reimbursements							
07/17/2024		1.00	213.27	$213.27			
07/19/2024		1.00	213.27	$213.27			
	Total for 03 Construction Reimbursements	2.00		$426.54			
Total Professional Services		2.00		$426.54			

 Outstanding Invoices	

Invoice		0 - 30	31 - 60	61-90	Over 90	Balance	
023073.000-3	5/28/2024			$525.00		$525.00	
Invoice # 023073.000-3				$525.00		$525.00	
023073.000-4	7/2/2024		$1,470.45			$1,470.45	
Invoice # 023073.000-4			$1,470.45			$1,470.45	
Total Prior Billing			$1,470.45	$525.00		$1,995.45	

Invoice #:	23MMS0730-5 Date: August 26, 2024 Firm ID:		23MMS0730
P.O.#

For Professional Services Rendered Through: July 31, 2024

Date	Hours	Rate	Amount
Civil Associate Principal
Reid, David A	7/17/2024	1.00	213.27	$213.27
Lennar construction reimbursement
Reid, David A	7/19/2024	1.00	213.27	$213.27
Lennar construction reimbursement
Totals	2.00	$426.54
03 - Construction Reimbursements Total:	$426.54

REQUISITION

KNIGHTSBRIDGE COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2024
(2024 PROJECT)

(Acquisition and Construction)

The undersigned, a Responsible Officer of the Knightsbridge 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, as trustee (the “Trustee”), dated as of March 1, 2024, as supplemented by that certain First Supplemental Trust Indenture dated as of March 1, 2024 (collectively, the “Indenture”) (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture):
Requisition Number: 5
Identify Acquisition Agreement, if applicable;
Name of Payee: Lennar Homes, LLC
Amount Payable: $5,663,092.68
Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments): Reimbursement Phase 1 Infrastructure
Fund or Account and subaccount, if any, from which disbursement to be made:
Series 2024 Acquisition and Construction Account of the Acquisition and Construction Fund.
The undersigned hereby certifies that:
obligations in the stated amount set forth above have been incurred by the District,
each disbursement set forth above is a proper charge against the Series 2024 Acquisition and Construction Account;
each disbursement set forth above was incurred in connection with the Cost of the 2024 Project; and
each disbursement represents a Cost of 2024 Project which has not previously been paid.
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 the services rendered with respect to which disbursement is hereby requested are on file with the District.
KNIGHTSBRIDGE COMMUNITY DEVELOPMENT DISTRICT

By:	°=====_\	\:"--
Responsible Officer
Date:	q· j2,,s/ 2-j 

CONSULTING ENGINEER'S APPROVAL FOR
NON-COST OF ISSUANCE OR NON-OPERATING COSTS REQUESTS ONLY
The undersigned Consulting Engineer hereby certifies that this disbursement is for the Cost of the 2024 Project and is consistent with: (i) the Acquisition Agreement; and (ii) the report of the Consulting Engineer, as such report shall have been amended or modified.

	9-25-24	
Consulting Engineer

2
Reimbursement Summary

Project Name	
Contract No.	Total Contract Cost	
Submitted Cost This Period		Approved Reimbursement	
Balance			
Contractor		Amount	Pay App #	Amount		Amount	%	Amount	
									
Phase 1 Infrastructure									
							retainage		
Assured Excavating	#02055583	$	2,004,737.45	#17	$  2,004,737.45		$	1,067,577.25	53%	$	-	
Ph 1 Road & Earthwork									
Assured Excavating	#02057703	$	1,962,806.30	#19	$  1,962,806.30		$	1,962,806.30	100%	$	-	
Sewer. Lift Station & Reclaim Water									
Assured Excavating	#02059599	$	2,211,425.40	#16-R	$  2,211,425.40		$	2,211,425.40	100%	$	-	
Water & Storm Drainage									
Assured Excavating	#02065608	$	2,092,969.19	#18	$  2,092,969.19		$	1,987,374.19	95%	$	-	
Asphalt, Survey Grading Off tract									

									
Total		$	8,271,938.34		$  8,271,938.34		$	7,229,183.14	87%	$	-	
									
	Total Approved Reimbursement				$	7,229,183.14				
	Construction Fund Series 2024 ($6,050,000.)	Balance		$	5,663,092.68					
	Developer Contribution				$	1,566,090.46				

									

									

Madden, Moorhead Stokes, LLC
September 2024	1

Assured Excavating										
CONTRACT # 02055583										
Knightsbridge CDD Phase 1	Pay App #17 6-25-23
Knightsbridge Ph 1 Entrance Rd										
	Contract Amount			CR#5						
Description	Qty	Unit	Price	Amount		% CDD
Reimburse	Amount Reimbursable	Pay App #17	Balance	
Phase 1 Earthwork										
Mobilization										
Mobilization	1	LS	$46,500.00	$	46,500.00		100%	$	46,500.00	$	46,500.00	$	-	
Total Mobilization				$	46,500.00						
										
Erosion Control										
Silt Fence	8100	LF	$1.50	$	12,150.00		100%	$	12,150.00	$	12,150.00	$	-	
Total Erosion Control				$	12,150.00						
										
Excavation										
Onsite Cut, Place & Compact Site (no export	104350	CY	$3.10	$	323,485.00		80%	$	258,788.00	$	258,788.00	$	-	
Import Fill and Place ( If required)	44,250	CY	$11.50	$	508,875.00		0%	$	-	$	-	$	-	
Excavate from Stockpile and place onsite	70000	CY	$2.79	$	195,300.00		0%	$	-	$	-	$	-	
Total Excavation				$	1,027,660.00						
										
Grading										
Pond Grading	2	EA	$8,500.00	$	17,000.00		100%	$	17,000.00	$	17,000.00		
Total Grading				$	17,000.00						
										
Clear and Grubb										
Demolition	1	LS	$10,350.00	$	10,350.00		40%	$	4,140.00	$	4,140.00	$	-	
Dewatering for Pond Excavation	1	LS	$55,000.00	$	55,000.00		100%	$	55,000.00	$	55,000.00	$	-	
Clear & Grubb (BURN ONSITE)	37	AC	$4,550.00	$	168,350.00		40%	$	67,340.00	$	67,340.00	$	-	
Total Clear and Grubb				$	233,700.00						
										
Entrance/Spine Rd										
Mobilization										
Mobilization	1	LS	$10,000.00	$	10,000.00		100%	$	10,000.00	$	10,000.00	$	-	
Total Mobilization				$	10,000.00						
										
Erosion Control										
Silt Fence	5000	LF	$1.50	$	7,500.00		100%	$	7,500.00	$	7,500.00	$	-	
Total Erosion Control				$	7,500.00						
										
Excavation										
Onsite Cut, Place & Compact Site (no export	650	CY	$2.68	$	1,742.00		100%	$	1,742.00	$	1,742.00	$	-	
Import Fill and Place ( If required)	22,250	CY	$11.50	$	255,875.00		100%	$	255,875.00	$	255,875.00	$	-	
Total Excavation				$	257,617.00						
										
Clear and Grubb										
Clear & Grubb (BURN ONSITE)	3	AC	$4,550.00	$	13,650.00		100%	$	13,650.00	$	13,650.00	$	-	
Total Clear and Grubb				$	13,650.00						
										
Retaining Walls										
Retaining Wall	7535	SF	$28.40	$	213,994.00		100%	$	213,994.00	$	213,994.00	$	-	
Excavate for Retaining Wall	1	LS	$12,500.00	$	12,500.00		100%	$	12,500.00	$	12,500.00	$	-	
Mounted 5' Black Aluminum Railing	1091	LF	$80.75	$	88,098.25		100%	$	88,098.25	$	88,098.25	$	-	
Total Retaining Walls				$	314,592.25						

Change Order #1					
					
Add 2nd row silt fence along pond bank	2200	LF	$1.50	$	3,300.00		100%	$	3,300.00	$	3,300.00	$	-	

Change Order #2					
					
Additional segmental wall	498	LF	$28.40	$	14,143.20		0%	$	-	$	-	$	-	

Change Order #3					
					
2" & 4" Sch 40 PVC Pipe	1	LS	$24,605.00	$	24,605.00		0%	$	-	$	-	$	-	

Change Order #4					
					
Additional Fill to place	8000	LF	$2.79	$	22,320.00		0%	$	-	$	-	$	-	
										
		2,004,737.45				$  1,067,577.25				

Assured Excavating										
Contract #02057703										
Knightsbridge CDD Phase 1	Pay App #19 12/25/2023
Sewer, Lift Station & Reclaim Water										
	Contract Amount			CR#1						

Description	
Qty	
Unit	
Price	
Amount		% CDD
Reimburse	Amount Reimbursable	
PA #10 Rev	
Balance	
Phase 1 Sewer, Liftstation & Reclaim										
										
Sanitary Sewer										
Manhole (0-6' cut)	5	EA	$4,800.00	$	24,000.00		100%	$	24,000.00	$	24,000.00	$	-	
Manhole (6'-8' cut)	3	EA	$5,400.00	$	16,200.00		100%	$	16,200.00	$	16,200.00	$	-	
Manhole (8'-10' cut)	3	EA	$6,200.00	$	18,600.00		100%	$	18,600.00	$	18,600.00	$	-	
Manhole (10'-12' cut)	1	EA	$6,800.00	$	6,800.00		100%	$	6,800.00	$	6,800.00	$	-	
Manhole (12'-14' cut)	2	EA	$8,800.00	$	17,600.00		100%	$	17,600.00	$	17,600.00	$	-	
Manhole (14'-16' cut)	2	EA	$9,600.00	$	19,200.00		100%	$	19,200.00	$	19,200.00	$	-	
Manhole (16'-18' cut)	2	EA	$11,001.00	$	22,002.00		100%	$	22,002.00	$	22,002.00	$	-	
Manhole 16-18' W/LINER	1	EA	$22,330.00	$	22,330.00		100%	$	22,330.00	$	22,330.00	$	-	
Manhole 18'-20' W/LINER	2	EA	$30,300.00	$	60,600.00		100%	$	60,600.00	$	60,600.00	$	-	
Manhole 20'-22' W/LINER	2	EA	$34,600.00	$	69,200.00		100%	$	69,200.00	$	69,200.00	$	-	
Fittings)	17	EA	$835.00	$	14,195.00		100%	$	14,195.00	$	14,195.00	$	-	
Double Service Assembly (Including	55	EA	$1,280.00	$	70,400.00		100%	$	70,400.00	$	70,400.00	$	-	
Sewer 12" HDPE Pipe	60	LF	$82.95	$	4,977.00		100%	$	4,977.00	$	4,977.00	$	-	
Sewer 10" HDPE Pipe	180	LF	$75.95	$	13,671.00		100%	$	13,671.00	$	13,671.00	$	-	
Sewer 8" PVC Pipe	4242	LF	$36.80	$	156,105.60		100%	$	156,105.60	$	156,105.60	$	-	
Sewer Various Fittings	1	LS	$10,350.00	$	10,350.00		100%	$	10,350.00	$	10,350.00	$	-	
Sewer Dewatering	4482	LF	$11.50	$	51,543.00		100%	$	51,543.00	$	51,543.00	$	-	
Sanitary Line Testings	4482	LF	$6.35	$	28,460.70		100%	$	28,460.70	$	28,460.70	$	-	
Total Sanitary Sewer				$	626,234.30						
										
Liftstation										
Lift Station (Pumps, Controls, Wet well)	1	LS	$429,658.00	$	429,658.00		100%	$	429,658.00	$	429,658.00	$	-	
2" Lift Station Service W/BFP	1	EA	$4,756.00	$	4,756.00		100%	$	4,756.00	$	4,756.00	$	-	
Lift Station Compound	1	LS	$69,475.00	$	69,475.00		100%	$	69,475.00	$	69,475.00	$	-	
Lift Station Dewatering	1	LS	$32,500.00	$	32,500.00		100%	$	32,500.00	$	32,500.00	$	-	
Force Main										
6" PVC Pipe (C900 DR18)	1480	LF	$24.00	$	35,520.00		100%	$	35,520.00	$	35,520.00	$	-	
6" Gate Valves	1	EA	$1,405.00	$	1,405.00		100%	$	1,405.00	$	1,405.00	$	-	
Force main fittings	1	LS	$19,650.00	$	19,650.00		100%	$	19,650.00	$	19,650.00	$	-	
Force main testing	1,480	LF	$3.00	$	4,440.00		100%	$	4,440.00	$	4,440.00	$	-	
Total Lift Station				$	597,404.00						
										
Reclaim Water										
6" PVC Reuse Water Main	4,260	LF	$23.00	$	97,980.00		100%	$	97,980.00	$	97,980.00	$	-	
12" PVC Reuse Water Main	360	LF	$61.00	$	21,960.00		100%	$	21,960.00	$	21,960.00	$	-	
Miscellaneous Fittings	1	LS	$45,000.00	$	45,000.00		100%	$	45,000.00	$	45,000.00	$	-	
6" Gate Valves	18	EA	$1,405.00	$	25,290.00		100%	$	25,290.00	$	25,290.00	$	-	
Single Service Assembly*	16	EA	$650.00	$	10,400.00		100%	$	10,400.00	$	10,400.00	$	-	
Double Service Assembly*	56	EA	$1,026.00	$	57,456.00		100%	$	57,456.00	$	57,456.00	$	-	
Reuse Main Testing	4,620	LF	$2.65	$	12,243.00		100%	$	12,243.00	$	12,243.00	$	-	
Total Reclaim Water				$	270,329.00						
										
Entrance/ Spine Rd										
										
Liftstation										
6" PVC Pipe (C900 DR25)	2320	LF	$24.00	$	55,680.00		100%	$	55,680.00	$	55,680.00	$	-	
6" Gate Valves	2	EA	$1,405.00	$	2,810.00		100%	$	2,810.00	$	2,810.00	$	-	
Force main fittings	1	LS	$26,540.00	$	26,540.00		100%	$	26,540.00	$	26,540.00	$	-	
Force main testing	2320	LF	$3.00	$	6,960.00		100%	$	6,960.00	$	6,960.00	$	-	
Total Lift Station				$	91,990.00						
										
Reclaim Water										
6" PVC Reuse Water Main	140	LF	$23.00	$	3,220.00		100%	$	3,220.00	$	3,220.00	$	-	
12" PVC Reuse Water Main	2,640	LF	$61.00	$	161,040.00		100%	$	161,040.00	$	161,040.00	$	-	
14"HDPE Directional Drill	140	LF	$220.00	$	30,800.00		100%	$	30,800.00	$	30,800.00	$	-	
Miscellaneous Fittings	1	LS	$24,500.00	$	24,500.00		100%	$	24,500.00	$	24,500.00	$	-	
6" Gate Valves	3	EA	$1,420.00	$	4,260.00		100%	$	4,260.00	$	4,260.00	$	-	
12" Gate Valves	11	EA	$3,534.00	$	38,874.00		100%	$	38,874.00	$	38,874.00	$	-	
Temporary Blow-Off Assembly	2	EA	$1,310.00	$	2,620.00		100%	$	2,620.00	$	2,620.00	$	-	
20" x 12" Tapping Sleeve and Valve	1	EA	$10,200.00	$	10,200.00		100%	$	10,200.00	$	10,200.00	$	-	

Irrigation Master Meter	1	EA	$33,650.00	$	33,650.00		100%	$	33,650.00	$	33,650.00	$	-	
Reuse 12" BFP	1	EA	$49,385.00	$	49,385.00		100%	$	49,385.00	$	49,385.00	$	-	
Reuse Main Testing	2,920	LF	$3.00	$	8,760.00		100%	$	8,760.00	$	8,760.00	$	-	
Total Reclaim Water				$	367,309.00						
										
Change Order #1										
Reclaim Directional Bore Revisions	1	LS	$	42,640.00	$	42,640.00		100%	$	42,640.00	$	42,640.00	$	-	
Change Order #2										
6" PVC Reuse Water Main	1	LS	$  (33,100.00)	$	(33,100.00)		100%	$	(33,100.00)	$	(33,100.00)	$	-	
										
		1,962,806.30				$	1,962,806.30				

Assured Excavating										
Contract #02059599										
Knightsbridge CDD Phase 1	Pay App #16-R 9-11-24
Water & Storm Drainage										
	Contract Amount			CR#5						
Description	Qty	Unit	Price	Amount		% CDD
Reimburse	Amount
Reimbursable	PA #16-R	Balance	
										
Phase 1 Water & Storm Drains										
										
Generic Water										
8" PVC Water Main	4760	LF	$33.00	$ 157,080.00		100%	$	157,080.00	$	157,080.00	$	-	
12" PVC Water Main	80	LF	$61.30	$	4,904.00		100%	$	4,904.00	$	4,904.00	$	-	
Miscellaneous Fittings	1	LS	$53,250.00	$	53,250.00		100%	$	53,250.00	$	53,250.00	$	-	
8" Gate Valves	23	EA	$1,645.00	$	37,835.00		100%	$	37,835.00	$	37,835.00	$	-	
Valve and Tee)	9	EA	$4,775.00	$	42,975.00		100%	$	42,975.00	$	42,975.00	$	-	
Single Service Assembly*	27	EA	$700.00	$	18,900.00		100%	$	18,900.00	$	18,900.00	$	-	
Double Service Assembly*	50	EA	$1,100.00	$	55,000.00		100%	$	55,000.00	$	55,000.00	$	-	
Water 12" GV	1	EA	$3,534.00	$	3,534.00		100%	$	3,534.00	$	3,534.00	$	-	
Water main Testing	4840	LF	$3.25	$	15,730.00		100%	$	15,730.00	$	15,730.00	$	-	
Total Water				$  389,208.00						
										
Generic Storm Drains Pipe										
Pipe										
18" CLASS III RCP	1384	LF	$43.70	$	60,480.80		100%	$	60,480.80	$	60,480.80	$	-	
24" CLASS III RCP	1,704	LF	$61.00	$ 103,944.00		100%	$	103,944.00	$	103,944.00	$	-	
30" CLASS III RCP	592	LF	$80.60	$	47,715.20		100%	$	47,715.20	$	47,715.20	$	-	
36" CLASS III RCP	376	LF	$103.00	$	38,728.00		100%	$	38,728.00	$	38,728.00	$	-	
42" CLASS III RCP	392	LF	$138.00	$	54,096.00		100%	$	54,096.00	$	54,096.00	$	-	
Structures										
RCP MES: 24"	2	EA	$1,650.00	$	3,300.00		100%	$	3,300.00	$	3,300.00	$	-	
RCP MES: 36"	2	EA	$3,275.00	$	6,550.00		100%	$	6,550.00	$	6,550.00	$	-	
RCP MES: 42"	2	EA	$4,700.00	$	9,400.00		100%	$	9,400.00	$	9,400.00	$	-	
TYPE 'C' INLET	5	EA	$2,325.00	$	11,625.00		100%	$	11,625.00	$	11,625.00	$	-	
TYPE "E" INLET	1	EA	$3,085.00	$	3,085.00		100%	$	3,085.00	$	3,085.00	$	-	
Type "H" Cont Structure W F/G Skimmer	1	EA	$8,965.00	$	8,965.00		100%	$	8,965.00	$	8,965.00	$	-	
P-2 Curb Inlet	1	EA	$7,035.00	$	7,035.00		100%	$	7,035.00	$	7,035.00	$	-	
P4 Curb Inlet	19	EA	$7,035.00	$ 133,665.00		100%	$	133,665.00	$	133,665.00	$	-	
J4 Curb Inlet	6	EA	$9,035.00	$	54,210.00		100%	$	54,210.00	$	54,210.00	$	-	
6" Underdrain	3,680	LF	$40.89	$ 150,475.20		100%	$	150,475.20	$	150,475.20	$	-	
6" Underdrain Cleanout	34	EA	$375.00	$	12,750.00		100%	$	12,750.00	$	12,750.00	$	-	
Storm Various Fittings	1	LS	$3,450.00	$	3,450.00		100%	$	3,450.00	$	3,450.00	$	-	
Storm Dewatering	4448	LF	$11.00	$	48,928.00		100%	$	48,928.00	$	48,928.00	$	-	
Storm Clean & Test	4,448	LF	$6.35	$	28,244.80		100%	$	28,244.80	$	28,244.80	$	-	
Total Storm				$  786,647.00						
										
Entrance/ Spine Rd										
										
Generic Water										
12" PVC Water Main	4760	LF	$59.30	$ 282,268.00		100%	$	282,268.00	$	282,268.00	$	-	
16" PVC Water Main	1,280	LF	$99.90	$ 127,872.00		100%	$	127,872.00	$	127,872.00	$	-	
Miscellaneous Fittings	1	LS	$35,000.00	$	35,000.00		100%	$	35,000.00	$	35,000.00	$	-	
12" Gate Valves	21	EA	$3,534.00	$	74,214.00		100%	$	74,214.00	$	74,214.00	$	-	
16" Gate Valves	4	EA	$7,055.00	$	28,220.00		100%	$	28,220.00	$	28,220.00	$	-	
Fire Hydrant Assembly (with GV & Tee)	6	EA	$4,700.00	$	28,200.00		100%	$	28,200.00	$	28,200.00	$	-	

Blow-Off Assembly (Hydro-Guard)	3	EA	$6,420.00	$	19,260.00		100%	$	19,260.00	$	19,260.00	$	-	
Connect to Existing Water Main	1	EA	$9,880.00	$	9,880.00		100%	$	9,880.00	$	9,880.00	$	-	
Sample Points	0	EA	$0.00	$	-		100%	$	-	$	-	$	-	
24" x 16" Tapping Sleeve and Valve	1	EA	$17,170.00	$	17,170.00		100%	$	17,170.00	$	17,170.00	$	-	
Temporary Jumper	1	EA	$1,850.00	$	1,850.00		100%	$	1,850.00	$	1,850.00	$	-	
Water Restore Pond Slopes	3200	SY	$2.70	$	8,640.00		100%	$	8,640.00	$	8,640.00	$	-	
Water main testing	6040	LF	$3.25	$	19,630.00		100%	$	19,630.00	$	19,630.00	$	-	
Total Water				$  652,204.00						
										
Generic Storms										
Pipe										
18" CLASS III RCP	360	LF	$43.70	$	15,732.00		100%	$	15,732.00	$	15,732.00	$	-	
24" CLASS III RCP	824	LF	$61.00	$	50,264.00		100%	$	50,264.00	$	50,264.00	$	-	
48" CLASS III RCP	272	LF	$170.00	$	46,240.00		100%	$	46,240.00	$	46,240.00	$	-	
Structures										
RCP MES: 18"	1	EA	$1,300.00	$	1,300.00		100%	$	1,300.00	$	1,300.00	$	-	
RCP MES: 24"	3	EA	$1,650.00	$	4,950.00		100%	$	4,950.00	$	4,950.00	$	-	
RCP MES: 48"	1	EA	$10,660.00	$	10,660.00		100%	$	10,660.00	$	10,660.00	$	-	
RCP MES: 19" X 30"	0	EA	$0.00	$	-		100%	$	-	$	-	$	-	
RCP ENDWALL: 48"	1	EA	$12,850.00	$	12,850.00		100%	$	12,850.00	$	12,850.00	$	-	
P4 Curb Inlet	10	EA	$7,035.00	$	70,350.00		100%	$	70,350.00	$	70,350.00	$	-	
6" Underdrain	2,220	LF	$41.89	$	92,995.80		100%	$	92,995.80	$	92,995.80	$	-	
6" Underdrain Cleanout	21	EA	$375.00	$	7,875.00		100%	$	7,875.00	$	7,875.00	$	-	
Storm - 42" RCP	608	LF	$131.95	$	80,225.60		100%	$	80,225.60	$	80,225.60	$	-	
Storm - Pond penetrations	5	EA	$3,920.00	$	19,600.00		100%	$	19,600.00	$	19,600.00	$	-	
Storm Double 42" MES	2	EA	$8,480.00	$	16,960.00		100%	$	16,960.00	$	16,960.00	$	-	
Storm - Various fittings	1	LS	$2,000.00	$	2,000.00		100%	$	2,000.00	$	2,000.00	$	-	
Storm - Dewatering	2,064	LF	$11.00	$	22,704.00		100%	$	22,704.00	$	22,704.00	$	-	
Storm Clean & Test	2,064	LF	$6.65	$	13,725.60		100%	$	13,725.60	$	13,725.60	$	-	
Total Reclaim Water				$  468,432.00						
										
Change Order #1										
Deduct 608'- 42" RCP & MES	1	LS	$ (97,185.60)	$  (97,185.60)		100%	$	(97,185.60)	$	(97,185.60)		
										
Change Order #2										
Add 16' - 42" RCP & MES	1	LS	$  12,120.00	$	12,120.00		100%	$	12,120.00	$	12,120.00		
										
				2,211,425.40				$  2,211,425.40		

Assured Excavating										
Contract #020655608										
Knightsbridge CDD Phase 1	Pay App #18 12-25-23
Asphalt, Survey Grading Off Tract										
	Contract Amount			CR#5						

Description	
Qty	
Unit	
Price	
Amount		% CDD
Reimburse	Amount Reimbursable	
PA #10 Rev	
Balance	
										
Phase 1 Asphalt, Survey, Grading										
										
Survey Staking										
Construction staking/layout	1	LS	$72,500.00	$	72,500.00		100%	$	72,500.00	$	72,500.00	$	-	
Certified as-built drawings	1	LS	$39,500.00	$	39,500.00		100%	$	39,500.00	$	39,500.00	$	-	
Total Survey Staking				$	112,000.00						
										
Grading										
Grade Lots & Open Space	127	EA	$220.00	$	27,940.00		0%	$	-	$	-	$	-	
ROW Grading	15228	SY	$1.78	$	27,105.84		100%	$	27,105.84	$	27,105.84	$	-	
Total Grading				$	55,045.84						
										
Erosion Control										
Inlet Protection	30	EA	$250.00	$	7,500.00		100%	$	7,500.00	$	7,500.00	$	-	
Sod (Entire ROW Back Of Curb)	2985	SY	$2.70	$	8,059.50		100%	$	8,059.50	$	8,059.50	$	-	
Seed & Mulch Lots & Open Space	135900	SY	$0.45	$	61,155.00		0%	$	-	$	-	$	-	
Erosion Control Maintenance	1	LS	$17,000.00	$	17,000.00		100%	$	17,000.00	$	17,000.00	$	-	
Total Erosion Control				$	93,714.50						
										
Asphalt Paving										
6" soil cement base	12531	SY	$20.25	$	253,752.75		100%	$	253,752.75	$	253,752.75	$	-	
8" Stabilized Subgrade	12531	SY	$4.75	$	59,522.25		100%	$	59,522.25	$	59,522.25	$	-	
1.5" Asphalt, Type S-3	12531	SY	$12.00	$	150,372.00		100%	$	150,372.00	$	150,372.00	$	-	
Type "F" Curb and Gutter	8675	LF	$16.15	$	140,101.25		100%	$	140,101.25	$	140,101.25	$	-	
Drop Curb	120	LF	$12.65	$	1,518.00		100%	$	1,518.00	$	1,518.00	$	-	
4" Sidewalk (Unreinforced) - 4' W	5003	SF	$5.90	$	29,517.70		100%	$	29,517.70	$	29,517.70	$	-	
12" Stabilized curb pads	3909	SY	$4.90	$	19,154.10		100%	$	19,154.10	$	19,154.10	$	-	
Thickened Edge	120	LF	$9.00	$	1,080.00		100%	$	1,080.00	$	1,080.00	$	-	
12" Stabilized cul-de-sac	620	SY	$5.75	$	3,565.00		100%	$	3,565.00	$	3,565.00	$	-	
Asphalt - MOT	1	LS	$3,000.00	$	3,000.00		100%	$	3,000.00	$	3,000.00	$	-	
Handicap ramps with truncated Domes	
14	
EA	
$1,300.00	
$	18,200.00		100%	$	18,200.00	$	18,200.00	$	-	
Stripping & Signage & RPM's										
Stripping & Signage	1	LS	$27,650.00	$	27,650.00		100%	$	27,650.00	$	27,650.00	$	-	
Sleeving & Crossing										
( Allowance)	1000	LF	$16.50	$	16,500.00		0%	$	-	$	-	$	-	
Total Asphalt Paving				$	723,933.05						
										
Turf										
Stabilized around Pond	4022	SY	$5.00	$	20,110.00		100%	$	20,110.00	$	20,110.00	$	-	
Sod Pond Slopes	9,670	SY	$2.70	$	26,109.00		100%	$	26,109.00	$	26,109.00	$	-	
Total Turf				$	46,219.00						
										
Offtract										
Excavation										
Onsite Cut, Place & Compact Site	1130	SY	$4.50	$	5,085.00		100%	$	5,085.00	$	5,085.00	$	-	

Total Excavation				$	5,085.00						
										
Grading										
ROW Grading	1785	SY	$3.00	$	5,355.00		100%	$	5,355.00	$	5,355.00	$	-	
Total Grading				$	5,355.00						
										
Poinciana Blvd Clear and Grubb										
Demo Existing Sidewalk	1	LS	$4,190.00	$	4,190.00		100%	$	4,190.00	$	4,190.00	$	-	
Total Clear and Grubb				$	4,190.00						
										
Poinciana Blvd Erosion Control										
Silt Fence	1,000	LF	$1.50	$	1,500.00		100%	$	1,500.00	$	1,500.00	$	-	
Inlet Protection	2	EA	$250.00	$	500.00		100%	$	500.00	$	500.00	$	-	
2' Sod (W/I ROW adjacent to EOP)	1,785	SY	$3.45	$	6,158.25		100%	$	6,158.25	$	6,158.25	$	-	
Total Erosion Control				$	8,158.25						
										
Main										
8" PVC Pipe (C900 DR25)	40	LF	$27.00	$	1,080.00		100%	$	1,080.00	$	1,080.00	$	-	
10" DR11 HDPE Directional Drill	100	LF	$135.00	$	13,500.00		100%	$	13,500.00	$	13,500.00	$	-	
8" Gate Valves	1	EA	$1,645.00	$	1,645.00		100%	$	1,645.00	$	1,645.00	$	-	
8" Wet Tap	1	EA	$4,650.00	$	4,650.00		100%	$	4,650.00	$	4,650.00	$	-	
Force main fittings	1	LS	$2,500.00	$	2,500.00		100%	$	2,500.00	$	2,500.00	$	-	
Force main testing	140	LF	$3.00	$	420.00		100%	$	420.00	$	420.00	$	-	
Total Lift Station				$	23,795.00						
										
Poinciana Blvd Asphalt Paving										
Maintenance Of Traffic	1	LS	$12,500.00	$	12,500.00		100%	$	12,500.00	$	12,500.00	$	-	
Type SP (Traffic C) 3"SP-9.5 2 lifts	1130	SY	$23.00	$	25,990.00		100%	$	25,990.00	$	25,990.00	$	-	
Subgrade (LBR 40)	1130	SY	$7.00	$	7,910.00		100%	$	7,910.00	$	7,910.00	$	-	
3/4" FC 5	1130	SY	$9.20	$	10,396.00		100%	$	10,396.00	$	10,396.00	$	-	
10" Limerock Base (LBR 150)	1130	SY	$22.50	$	25,425.00		100%	$	25,425.00	$	25,425.00	$	-	
1' Flush Ribbon Curb	160	LF	$12.50	$	2,000.00		100%	$	2,000.00	$	2,000.00	$	-	
Handicap Ramps	2	EA	$1,400.00	$	2,800.00		100%	$	2,800.00	$	2,800.00	$	-	
Off Tract- 6" stabilized shoulder	300	SY	$5.50	$	1,650.00		100%	$	1,650.00	$	1,650.00	$	-	
Off Tract - 19" x 30" ERCP pipe	104	LF	$95.50	$	9,932.00		100%	$	9,932.00	$	9,932.00	$	-	
Off Tract - 19" x 30" ERCP MES	2	EA	$1,550.00	$	3,100.00		100%	$	3,100.00	$	3,100.00	$	-	
Off Tract FM - open road cut	1	LS	$4,000.00	$	4,000.00		100%	$	4,000.00	$	4,000.00	$	-	
Off Tract FM - Restoration	2000	SY	$3.00	$	6,000.00		100%	$	6,000.00	$	6,000.00	$	-	
Off Tract FM - MOT	1	LS	$9,500.00	$	9,500.00		100%	$	9,500.00	$	9,500.00	$	-	
Striping & Signage	1	LS	$7,150.00	$	7,150.00		100%	$	7,150.00	$	7,150.00	$	-	
Total Asphalt Paving				$	128,353.00						
										
Total Off Tract				$	174,936.25						
										
Entrance/Spine Rd										
Survey Staking										
Construction staking/layout	1	LS	$38,000.00	$	38,000.00		100%	$	38,000.00	$	38,000.00	$	-	
Certified as-built drawings	1	LS	$14,000.00	$	14,000.00		100%	$	14,000.00	$	14,000.00	$	-	
Total Survey Staking				$	52,000.00						
										
Grading										
ROW Grading	6355	SY	$1.75	$	11,121.25		100%	$	11,121.25	$	11,121.25	$	-	
Total Grading				$	11,121.25						
										
Asphalt Paving										

8" Crushed Concrete	0	SY	$0.00	$	-		100%	$	-	$	-	$	-	
12" Stabilized Subgrade	11300	SY	$4.75	$	53,675.00		100%	$	53,675.00	$	53,675.00	$	-	
1.5" Aspahlt, Type SP	9950	SY	$10.00	$	99,500.00		100%	$	99,500.00	$	99,500.00	$	-	
2" Asphalt, Type SP	1350	SY	$12.00	$	16,200.00		100%	$	16,200.00	$	16,200.00	$	-	
Type "F" Curb and Gutter	5200	LF	$16.15	$	83,980.00		100%	$	83,980.00	$	83,980.00	$	-	
Type "A" Curb	4750	LF	$16.15	$	76,712.50		100%	$	76,712.50	$	76,712.50	$	-	
4" Sidwalk (Unreinforced)	26745	SF	$5.90	$	157,795.50		100%	$	157,795.50	$	157,795.50	$	-	
8" Soil Cement	11300	SY	$21.85	$	246,905.00		100%	$	246,905.00	$	246,905.00	$	-	
Root Barrier	13560	LF	$3.14	$	42,578.40		100%	$	42,578.40	$	42,578.40	$	-	
12" Stabilized Curbs Pads	4422	SY	$4.90	$	21,667.80		100%	$	21,667.80	$	21,667.80	$	-	
MOT	1	LS	$3,000.00	$	3,000.00		100%	$	3,000.00	$	3,000.00	$	-	
Handicap Ramps With Truncated Domes	
5	
EA	
$1,450.00	
$	7,250.00		100%	$	7,250.00	$	7,250.00	$	-	
Stripping & Signage	1	LS	$12,500.00	$	12,500.00		100%	$	12,500.00	$	12,500.00	$	-	
(Allowance)	500	LF	$32.00	$	16,000.00		100%	$	16,000.00	$	16,000.00	$	-	
Total Asphalt Paving				$	837,764.20						
										
Erosion Control										
Inlet Protection	10	EA	$250.00	$	2,500.00		100%	$	2,500.00	$	2,500.00	$	-	
Floating Turbidity Barrier	700	LF	$10.50	$	7,350.00		100%	$	7,350.00	$	7,350.00	$	-	
Sod (2' ROW Back Of Curb)	1,155	SY	$2.70	$	3,118.50		100%	$	3,118.50	$	3,118.50	$	-	
Erosion Control Maintenance	1	LS	$8,000.00	$	8,000.00		100%	$	8,000.00	$	8,000.00	$	-	
Temporary Construction Entrance	2	EA	$4,500.00	$	9,000.00		100%	$	9,000.00	$	9,000.00	$	-	
Total Erosion Control				$	29,968.50						
										
Change Order #1										
Force Main Bore Revisions	1	LS	$7,020.00	$	7,020.00		100%	$	7,020.00	$	7,020.00	$	-	
										
Change Order #2										
Remove & Replace Curb	1	LS	$25,980.00	$	25,980.00		100%	$	25,980.00	$	25,980.00	$	-	
										
Change Order #3										
Erosion Control, Root barrier	1	LS	($76,733.40)	$	(76,733.40)		100%	$	(76,733.40)	$	(76,733.40)	$	-	
										
		2,092,969.19				$  1,987,374.19				
02896103  Lennar Homes, LLC	ACH Bank	STUB	CHECK NO.	393927
	INVOICE		900000.2060.11	1 of  1	DATE	08/08/23			
co.#	NUMBER	DATE	PAYMENT ADVICE	GROSS	DISCOUNT	NET		
lll30	OLH-430786/2055583-004	061323	1	Retainage	$2,232.00	$0.00	$2,232.00	
lll30	OLH-439143/2065608-000	071923	1	02065608-12	$243,180.00	$0.00	$243,180.00	
65316	OLH-439601/3151076-000	072023	1	03151076-16	$33,048.45	$0.00	$33,048.45	
16426	OLH-439603/52713447-006	072023	1	52713447-18	$9,742.50	$0.00	$9,742.50	
65316	OLH-439610/15481865-000	072023	1	15481865-3	$180,562.50	$0.00	$180,562.50	
8268280  Assured Excavating Inc			4739 Patch Rd
Orlando FL 32822	$468 765.45	$0.00	$468 765.45		

Lennar Homes, LLC Orlando Division
6675 Westwood Blvd 5th Floor Orlando, FL 32821
Vendor:
Payment Number: Date:
Amount:
00393927
08/08/23

$***468,765.45

Assured Excavating Inc 4739 Patch Rd
Orlando FL 32822
THIS IS NOT A CHECK - REMITTANCE ADVICE ONLY NON - NEGOTIABLE

02896103  Lennar Homes, LLC	ACH Bank	STUB	CHECK NO.	393927
	INVOICE		900000.2060.11	1 of  1	DATE	08/08/23			
co.#	NUMBER	DATE	PAYMENT ADVICE	GROSS	DISCOUNT	NET		

lll30	
OLH-430786/2055583-004	
061323	
1	
Retainage	
$2,232.00	
$0.00	
$2,232.00	
lll30	OLH-439143/2065608-000	071923	1	02065608-12	$243,180.00	$0.00	$243,180.00	
65316	OLH-439601/3151076-000	072023	1	03151076-16	$33,048.45	$0.00	$33,048.45	
16426	OLH-439603/52713447-006	072023	1	52713447-18	$9,742.50	$0.00	$9,742.50	
65316	OLH-439610/15481865-000	072023	1	15481865-3	$180,562.50	$0.00	$180,562.50	
8268280  Assured Excavating Inc			4739 Patch Rd
Orlando FL 32822	$468 765.45	$0.00	$468 765.45		

EXHIBIT A1
CONDITIONAL WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT
KNOWN ALL MEN BY THESE PRESENTS:

For 1/alue received. and in order to induce payment of S 2 232.00  . the undersigned hereby releases all liens. claims against bond, equitable claims, demand for payment, indebtedness, and rights to claim against the real property. Lennar Homes LLC, Lennar Land Partners. its subsidiaries, affiliates. and surety (if there is one), for alllabor, selVices andmaterials furnished by or through the undersigned, through the date  6/25/2023  . for the benefit of the property described as: Knightsbridge Ph 1 Entrance
(2055583)
The undersigned further swears. affirms, and represents that it has been paid for all labor, materials, and services used in
improvements of said property through the date  6/25/2023	.except for the following:

none
(list any unpaid persons and amounts unpaid- If blank, then put none).

The undersigned makes this sworn statement based on personal knowtedge, and with the understanding that Lennar Homes LLC, and Lennar Land Partners, and its surety (if any). are relying on this representation in order to make payment to or for the benefit of the undersigned. for the work performed and/or materials furnished at the stated project.

Signed, sealed, and delivered this 9 t day of _""""'A,..1 ,g 1.1.s.u..t	.. 20 ..B._.

TiUe 	  P re s-i-ci-e ot ----------- 

ST/\TE OF	Florida COUNTY OF Orange
SWom to and subscribed before me this _s   day of  August, 20 23by	Brett Evans	as  President	of
Assured fxravafjng Inc	. on behalf of the company, who is personally known to me or who produced
	 as identification, and did/did not take an oath.

STAMP

Printed Name
Sara E Evans

INITIAL
MTPJ\ Ou:nrceiiiiwcrnrVcrsion (5-31-19C)
LEi',i',,\R
fi/\SE /\GMT #Olli-
CONTRACTOR'S SWORN STATEMENT

STATE OF FLORIDA
COUNTY OF  O_r"'"an .9,._e	_

Before me. the undersigned authority. personally appeared  Brett Evans and says of his personal knowledge that:

who first being duly sworn on oath. deposes

He is the duly :iuthori:ccd representative of	Assured Excavating Inc	(the -conlraclor-) and is fumishins the followins infom1ation in compliance "ith the Con1ractor·s contract (Che -conrncr-) \\ith		I eo□ac Harnes I f C	dated as of
1?/15121	. /\II capiwizcd terms utilizl-d but not delined herein shall have chc meaning ascribed to them in the Contract.

The following are all of the Subcontractors with whom the Contractor has entered into subcontracts and the amount of each such subcontract:
	N/A	

The following are the amounts requested for any Subcontractor covered by the Contractol's current Application for Payment dated
6/25/2023 . 	and the amounl to be paid to such Subcontractor, if different:

Dated this 9	of August	. 2023

CONTRACTOR:

By:	==	

Na	
Trtle: 	  P re s jd_e-□=t --------

3
INITIAL
MTP/\ Oll cmc Vcrsion(S-31-19C)

LENNAR
8/\SE i\GMT #OLii-
DocuSign Envelope ID: 7BC54FB9-5532-43BB-8C9B-0D1DB9A3BC0A

APPLICATION AND CERTIFICATE FOR PAYMENT	AIA DOCUMENT 702

TO:	OWNER	Lennar Homes LLC
6750 Forum Drive Suite 310
Orlando Florida 32821
PROJECT: PROJECT
PROJECT PROJECT#
Knlghtsbrldge Ph 1 Entrance Rd
02055583
APPLICATION NO: APPLICATION DATE:
PERIOD TO:
17
6/25/2023
6/25/2023

FROM:	Assured Excavating, Inc	DocuSigned by:
VIA ENGINEER:

CONTRACT FOR:
CONTRACTOR'S APPLICATION FOR PAYMENT

Application is made for payment, as shown below, in connection with the Contract. Continuation Sheet, AIA Document G703, is attached.
L 2, £
'8-/1/2023

1. ORIGINAL CONTRACT SUM	$	1,940,369.25	
2. Net Change by Change Orders	64,368.20	
3. CONTRACT SUM TO DATE	$	2,004,737.45	
4. TOTAL COMPLETED AND STORED TO DATE	$	2,004,737.45	
5. RETAINAGE:		

CONTRACTOR:

:§:'

'?,,• \S5lOSij ,9f fre"tda
.- cf 'i 21,	iqed a})d sworn before	P.
EtfGINEER'S CERTIFICATE FOR PAYMENT	-t··. ;-, 0	At'{l.01Jttt [iRTIFIED	-	$
In accordance with the Contract Documents, based on the on-site observations	% 1' :?: _r;iefAt(i1 - l{li'i,ation if amount certified differs from the amount applied for) and the data comprising the above application, the Engineer certifies to the Owner 0/; /)/Jelic - wtfR!t'R:
to the best of the Engineer's knowledge, information and belief, the work has	1111,,1111/1111;,,,,,,,
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 CERTIFED.	 Bv:	Date:	
This certific.ite is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment and acceptance of payment Is without prejudice lo any rights of the Owner or Contractor under this Contract.
DocuSign-  ."  of? ID: 7BC54FB9-5532-43BB-8C9B-0D1DB9A3BC0A	APPLICATION FOR PAYMENT NO.
EXHIBIT"C"

Conlfact # 02055533

I	CONTRACT AMOUNT	PREVIOUSLY COMPLETEO	COMPLETED THIS INVOICE	COMPLETED TO DATE	RETENTION	NETOUE	REMAINING ON CONTRACT
No.	I	Oescriotlon	Amount	Cost Code	Amount	Amount	Amount	Amount Aoolicalion For Pavmenl Summar,
EKcavatlon	$	1,285,277.00	2651	$	1285277.00	s	-	$	1,285,277.00	0.00
Gradlno	$	17,000.00	2653	$	17.000,00	s	$	17,000.00	0.00
Clear & Grubb	s	247 350.00	2655	s	247,350.00	$	s	247,350.00	0,00
Mobmzatlon	s	56 500.00	2745	s	56,500.00	$	$	56 500.00	0,00
Erosion Control	s	19,650.00	2749	s	19650.00	$	$	19.650,00	0,00
Retainlna Walls	$	314,592.25	3515	$	314 592.25	$	s	314,592.25	0,00
Chanaa Order #1	s	3 300.00	3190	$	3,300.00	$	$	3 300.00	0.00
Change Order#2	$	14.143,20	3515	$	14 143,.20	$	s	14 143.20	0.00
Change Order #3	$	24,605.00	3355	$	24605.00	s	s	24,605.00	0.00
Chanoe Order 114	s	22,320.00	2651	22 320.00	0,00	22 320.00	000
TOTAL	$	2,004,737.45	2 004 737,45	0.00	2,004 737.45	0.00	0.00	0.00
VENDOR: 8268280	CONTRACT # 02055583	Field Aooroval	Checked Bv Office Aooroval	Entered Bv	DedL>Cllon of 10¾ Relentlon
Assured Excavating, Inc	Total Due To-Dale	$	2,004,737.45
!NV.DATE: 05-25-23	INV.#	APPL.1116	Previous Aoolication	$	2,002,505.45	0
Dale:	Date:	Date:	Date:	Balance Due This APPlicalk>n	s	2 232.00

DESCRIPTION: Knlghtsbrldge Ph 1 Earthworl< ACCT# 1113003 ACCT. DATE:
CONTRACT AMOUNT	PREVIOUSLY COMPLETED	<WMPLETED THIS INVOICE	COMPLETED TO DATE	REMAINING ON CONTRACT																		
No.	DescrioUon	Qlv	Unit	Price	Amount	Qtv	Amount	Qlv	Amount		Qlv		Amount	Qtv		Amount		
																		
	Phase 1 Eartl,work																	
																		
	Moblllzatlon																	
2745.	MobilizaUon	1	LS	$46 500.00	$	46 500.00	1.00	46 500.00			0.00		1.00	46500.00		0.00		0.00	
	Tota! MobH/zallon				$	46500.00		46 500.00			0.00			46 500.00				0.00	
																		
	Erosion Control																	
2749,	SIil Fence	8100	LF	$1.50	s	12,150.DO	8,100.00	12,150.00	0.00	B 100.00	12,150.00	0.00	0.00					
	Total Erosion Control				$	12 150.00		12 150.00	0.00		12150.00		0.00					

2651.
2651.
2651.

2653.	Excavation
OnsU• Cut, Placo& Comoact Sile (no e,ocllllmoortl Im= Fil and Pface r If reaulre d>
EKcavale from Stockolle and olace onslle
Total Excavation

Gradlna Pond Gradino TotalGrodinu

Clear and Grubb	
104350
44,250
70000

2	
CY CY CY

EA	
S3.10 S11.50 52.79

58,500.00	s	323 465.00
$	508 875.00
s	195 300.00
$	1,027 660.00

$	17,000.00
s	17 000.00	
104 350.00	323 485.00
44 250.00	508 875.00
70000.00	195,300.00
1 027 660,00

2.00	17,000,00
17 000.00	
0.00	104 350.00	323485.00	0.00	0.00
0.00	44,250.00	508,875.00	0,00	0.00
0.00	70 000.00	195,300.00	0.00	0.00
0,00	1 027 660.00	0,00

0.00	2.00	17,000.00	0.00	0.00
0.00	17000.00	0,00											
2655.	OemoliUon	1	LS	$10350.00	s	10,350.00	1.00	10,350.00	0.00	1.00	10,350,00	0.00	0.00					
2655.	DawaferiM for Pond E:xcavalion	1	LS	$55000.00	$	55000.00	1.00	55000.00	0.00	1.00	55 000.00	0.00	0.00					
2655.	Clear & Grubb fBURN ONSITEl	37	AC	$4 550.00	$	168 350.00	37.00	168350.00	0.00	37.00	168 350.00	0,00	0.00					
	Tola/ Clear and Grubb				$	233 700.00		233 700.00	0.00		233 700,00		0.00					
--- Entrance/Spine Rd

2745.

Moblllzatlon MobillzaUon
Total Moblflzallon

1	LS

$10000.00  $	10 000.00
$	10 000.00

1.00

10,000.00
10 000.00

0,00
0.00

1.00

10000.00
10 000.00

0,00

0.00
0.00

2749.

Erosion Con1rcl Sill Fence
Tota/ Erosion Control

5000	LF

$1,50

s	7,500.00
$	7 500.00

5,000.00

7,500.00
7 500.00

0.00
0.00

5,000.00

7,500.00
7 500.00

0.00

0.00
o.oo

2651.
2651.

Excavation
Onstte Cut, Pface & ComDaci Sile fno exoort/impoi:0
lmP(l(l Fil an<l Place ( If reQulred) Tora/ Excavation

650	CY
22250	CY

$2.66
S11.50

$	1,742.00
$	255,875.00
$	257 617.00

650.00
22,250.00

1,742.00
255,875.00
257 617.00

0,00
0.00
0.00

650.00
22 250.00

1,742.00
255,875.00
257 617.00

0.00
0.00

0.00
0.00
0,00

2655.

3515.
3515.
3515.

Clear and Grubb
Clear & Grubb (BURN ONSITEl
Total Clear and Grubb

Retalnlno Walls
Relalnlno Wall
Excavate for Relainino Wall Mounted 5' Black Aluminum Railina

3

7535
1
1091

AC	S4 550.00

SF	$28.40
LS	$12,500.00
LF	S80.75

$	13,650.00
s	13 650.00

s	213,994.00
s	12,500.00
$	88 098.25

3.00

7 535.00
1,00
1 091.00

13650.00
13 650.00

213 994,00
12,500.00
88098.2.5

0.00
0.00

0.00
0.00
0.00

3.00

7,535.00
1.00
1091,00

13,650.00
13 650.00

213994.00
12,500.00
88098.25

0.00

0.00
0.00
0.00

0.00
0.00

0.00
0.00
0.00
DocuSign Envelope ID: 7BC54FB9-5532-43BB-8C9B-0D1DB9A3BC0A
l'\lll ln·.11 11uy,;.,

APPLICATION FOR PAYMENT NO.
EXHIBIT"C"

Contract# 02055533

		CONTRACT AMOUNT	PREVIOUSLY COMPLETED	COMPLETED THIS INVOICE	COMPLETED TO DATE	REMAINING ON CONTRACT										
No.	Descriotion	Qlv	Unil	Price	Amount	Qlv	Amount	Qtv	Amount	Qtv	Amount	Qlv	Amounl			
	Total Retainlm1 Walls				s	314 592.26		314 592.25		0.00		314 592,26		0.00		
																
	Chango Ordor #1															
3190.	Add 21\<1 row silt fence alona oond bank	2200	LF	$1.50	s	3,300.00	2,200.00	3,300.00		0.00	2 200.00	3 300.00	0.00	0,00		
	Total Change Ord•r #1				$	3 300,00		3,300.00		0.00		3 300.00		0.00		
																
	Chanae Order #2															
3515.	Addmonal seamental wall	498	LF	S2840	$	14,143.20	498.00	14 143,20		0.00	498,00	14 143.20	0,00	0,00			
	Total Chanae Order #2				$	14 143.20		14143.20		0.00		14143.20		0.00		
																
	Chance Order #3															
3355.	2" SCH 40 PVC aloe	700	LF	$15.50	s	10 850,00	700.00	10,850.00		0..00	700.00	10850.00	0.00	0.00		
3355.	4" SCH 40 PVC aloe	700	LF	$19.65	s	13 755.00	700.00	13 755.00		0.00	700.00	13 755.00	0.00	0.00		
	Total Chango Order #3				$	24 606.00		24 606.00		0.00		24 605.00		0.00		
																
	Chance Order #4															
2651.	Addllional Fill to D	.lace	8000	LF	$2.79	$	2	.2 320.00	8 000.00	22 320.00		0.00	8,000.00	22 320.00	0.00	0.00	

TOTAL					
2 004 737.45		
2004 737,45		
0.00		
2 004 7"37.45		
0.00			
44440	LENNAR LAND DEVELOPMENT
DocuSign Envelope ID: 7BC54FB9-5532-43BB-8C9B-0D1DB9A3BC0A

sara@assuredexcavatinginc.com
Contractor : 8268280	Assured Excavating Inc	(LNP)	Payment Request No : 	 Contract	: 2055583 OL 11130 Knightsbridge Ph 1 Earthwork		Period From	:
Project No :	1113003	Knightsbridge 50s Master	Period To	: 	

Change No./	Cost	Cost	Description of Work	Scheduled	Previous	Total	Billing	Retainage
Job Number	Code	Type Invoice # 02055583-16 RVaeltuae inage Earned	Earned	Amount	Amount Original

Total Original Subcontract	1940369.25	1940369.25
Retainage
  
Net Subcontract	1940369.25	1940369.25

Change	001 Ph 1 add 2nd row silt fence al
1113003 3190	1300	SWPPP	3300.00	3300.00
  
Change	002 Addntl SF Retaining wall
1113003 3515	1300	Retaining Walls	14143.20	14143.20
Change	003 St x Duke, irr & site electric Change	004 8000 CY addt fill to place

CERTIFICATE OF THE SUBCONTRACTOR:	PROJECT MANAGEMENT APPROVAL: 	

LENNAR CORPORATION	DATE	SUBCONTRACTOR	DATE DIVISION PRESIDENT

TITLE

LENNAR CORPORATION	DATE		LENNAR CORPORATION	DATE	
V.P.OPERATIONS			PURCHASING MANAGER		

LENNAR CORPORATION	DATE VP LAND ACQUISITION

	INVOICE	900000.2060.11	1 of 1	DATE 02/27/24					
CO. #	NUMBER	DATE	PAYMENT ADVICE	GROSS	DISCOUNT	NET	
11130			* See Attachment *			580,434.90	
8268280  Assured Excavating Inc	4739 Patch Rd
Orlando FL 32822			580,434.90				

Lennar Homes, LLC Orlando Division
6675 Westwood Blvd 5th Floor Orlando, FL 32821
Vendor:
Payment Number: Date:
Amount:
00551218
02/27/24
$***580,434.90
THIS IS NOT A CHECK - REMITTANCE ADVICE ONLY NON - NEGOTIABLE

02896103 Lennar Homes, LLC	ACH Bank
STUB
CHECK NO.
551218

	INVOICE	900000.2060.11	1 of 1	DATE 02/27/24					
CO. #	NUMBER	DATE	PAYMENT ADVICE	GROSS	DISCOUNT	NET	
11130			* See Attachment *			580,434.90	
8268280  Assured Excavating Inc	4739 Patch Rd
Orlando FL 32822			580,434.90				

8268280	Assured Excavating Inc

PGER

OLHPMX
1 of 1
DATE
02/27/24

INVOICE NUMBER	DATE	REMARK	GROSS	DEDUCTIONS	AMOUNT PAID		
OLH-324775/2057703-000	04/12	3	Retainage	5,175.00	5,175.00	
OLH-331885/2057703-000	05/10	3	Retainage	8,765.70	8,765.70	
OLH-338238/2057703-000	06/06	1	Retainage	21,710.06	21,710.06	
OLH-346320/2057703-000	07/06	1	Retainage	21,477.50	21,477.50	
OLH-352930/2065608-000	08/01	1	Retainage	4,338.04	4,338.04	
OLH-352934/2057703-000	08/01	1	Retainage	18,201.44	18,201.44	
OLH-361927/2057703-000	09/06	1	Retainage	40,170.31	40,170.31	
OLH-361930/2065608-000	09/06	1	Retainage	3,963.50	3,963.50	
OLH-373296/2065608-000	10/17	1	Retainage	1,912.86	1,912.86	
OLH-373298/2057703-000	10/17	1	Retainage	5,603.70	5,603.70	
OLH-380925/2057703-000	11/14	3	Retainage	3,080.00	3,080.00	
OLH-380928/2065608-000	11/14	1	Retainage	2,315.00	2,315.00	
OLH-387989/2065608-000	12/13	1	Retainage	4,850.00	4,850.00	
OLH-387991/2057703-000	12/13	1	Retainage	13,006.58	13,006.58	
OLH-401509/2065608-000	02/08	1	Retainage	7,009.00	7,009.00	
OLH-401505/2057703-000	02/08	2	Retainage	12,229.32	12,229.32	
OLH-409710/2065608-000	03/13	1	Retainage	51,477.00	51,477.00	
OLH-409707/2057703-000	03/13	1	Retainage	2,245.18	2,245.18	
OLH-411487/2065608-000	03/22	4	Retainage	25,201.53	25,201.53	
OLH-412327/2057703-000	03/27	1	Retainage	10,716.11	10,716.11	
OLH-416080/2065608-000	04/11	3	Retainage	7,119.00	7,119.00	
OLH-416081/2065608-001	04/11	1	Retainage	702.00	702.00	
OLH-416082/2057703-000	04/11	1	Retainage	9,620.74	9,620.74	
OLH-416084/2057703-001	04/11	2	Retainage	954.00	954.00	
OLH-422793/2065608-000	05/08	1	Retainage	13,854.14	13,854.14	
OLH-422809/2057703-000	05/08	2	Retainage	7,202.25	7,202.25	
OLH-430789/2065608-000	06/13	1	Retainage	13,251.72	13,251.72	
OLH-430790/2057703-000	06/13	1	Retainage	6,897.21	6,897.21	
OLH-439143/2065608-000	07/19	1	Retainage	27,020.00	27,020.00	
OLH-443269/2057703-000	08/03	1	Retainage	451.00	451.00	
OLH-443271/2065608-000	08/03	1	Retainage	13,202.21	13,202.21	
OLH-450628/2057703-000	09/05	1	Retainage	4,864.65	4,864.65	
OLH-450629/2065608-000	09/05	1	Retainage	16,386.57	16,386.57	
OLH-459903/2057703-000	10/11	2	Retainage	3,909.92	3,909.92	
OLH-459905/2065608-000	10/11	1	Retainage	11,465.25	11,465.25	
OLH-472413/2065608-000	12/01	4	Retainage	2,631.11	2,631.11	
OLH-482384/2065608-002	01/15	1	Retainage	2,598.00	2,598.00	
OLH-484207/16983794-000	01/23	1	16983794-7	108,450.80	108,450.80	
OLH-484210/16819141-000	01/23	1	16819141-6		66,406.50	66,406.50 	
				580,434.90	580,434.90	
020S7703

EXHIBIT A3
Unconditional Waiver and Release of Lien UJ2QD final Pa.lC,DJeot
KNOWN ALL MEN BY THESE PRESENTS:
For value received, and in order to induce payment. the undersigned hereby releases au liens, daims, indebtedness, and rights to daim against any person, bond, and/or property for all labor. services and materia.ls furnished by or under the undersigned for the
benefit oflhe property described as:	Knightsbridge Ph t Sewer, Liftstation, Reclaim (02057703)
The undersigned further swears. affirms, and represents that it has been paid in fun. and that payment in full for all labor. materials, and services used in improvements of said property have been made. except for the following: Oist any unpaid persons and amounts unpaid - if blank. then none)
none
The undersigned further agrees that it will not perform any further work on the project. through itself or through persons working under the undersigned, save and except corrective and warranty work for which payment has been made, and will indemnify Lennar Homes LLC and/or Lennar Land Partners for any sums dairned to be due or owing on this project by the undersigned, or any persons working under the undersigned. The undersigned will cause to be released or bonded any liens filed hereafter. including any lien filed by the undersigned, and will indemnify Lennar Homes, LLC. and Lennar Land Partners from any such liens.
The undersigned makes this sworn statement based on personal knowledge, and with the understanding that Lennar Homes LLC, and Lennar Land Partners are relying on this representation in order to make final payment for this project.

Signed, sealed. and delivered this	day o-f--'-F""eb"'ru"""'ary....	,, 20,2L  .

Company Name Assured Excavating Inc Signature	--;;.g..-;d	 Print Name /srett Evans
TI 	President	

STATE OF _F_lo_ri_d_a	_ COUNTY OF Qraoge

Sworn to and subscribed before me this	day of fetxu;ey. 2024 by	Brett Evans	, as President	of
Vt p

Notary Signature	'"'
Sara e Evans
Printed Name
-CwaJt9-	
NOTARY STAMP

4

INITIAL
MTPA Owner Contractor Version (5-31-I9C)

LENNAR
BASEAGMT#OLH-
02057703

CONTRACTOR'S FINAL AFFTDA VJT

STATE OF FLORIDA
SS:
COUNTY 0F _O ra_ng.._e=	>

Before me, the undersigned authority, personally appeared Brett Evans
of his or her personal knowledge the following:
who. after first beingduly sworn. deposes and says
He is the President
does business in the Statc ofFlorida ("Conttactor"l.
of  Assured Excavating Inc	which
Contractor, pursuant to a contract dated	December 15	20 21	with  Lennar Homes. LLC
		( Owner-), has furnished or caused to be furnished. labor, T11211:rials.. and services for the construction of certain improvements as more panicuhtrly set forth in said contract

This affidavit is executed by the Contractor in accordance with Section 713.06{3) (d) of the Florida Statutes forth.e purpose ofobtaining final payment from the Owner in the amount ofS'--_1'""9""6"'2"'8"'0'-'-.6.c..3"-- -

All work to be performed under the contract has been fully completed, and all lienors under the direct contract bave been paid in full, except the following listed lienors:

Signed. sealed, and delivered this ?8	day of_._F,.e""b.n...1..,au.,zy, 
_..2011.....

Title:   P_r-'e-"s--'id-'e_n_t 	

STATE0F  Florida
COUNTY OF Orange
sworn to and subscribed before me this 28th day of February . 2024 b yB=re-ft F Ya-□=s ----· as President	of

APPLICATION AND CERTIFICATE FOR PAYMENT
AIA DOCUMENT 702
-rKrn-.-ig....,h-,ts...,b,..r.""Jd-.-g-e..P.'"h...,1,_S,..ewer,

FROM:	Assured Excavating, Inc
r-:DocuSigned by:

L!E	t	J
2/7/2024

VIA ENGINEER:
CONTRACT FOR:		
CONTRACTOR'S APPLICATION FOR PAYMENT
Application is made for payment, as shown below, in connection with the Contract. Continuation Sheet, AIA Document G703, is attached.

ORIGINAL CONTRACT SUM
Net Change by Change Orders
CONTRACT SUM TO DATE
TOTAL COMPLETED AND STORED TO DATE
RETAINAGE:
 $	1,953,266.30 
	9,540.00
 $	1,962,806.30 
 $	1,962,806.30

The unde1slgned Contractor certifies that to the best of the Contracto(s knowledge, lnformaUon, and belief, the work covered by this Application for Payment has been completed In compiance with the Contract Documents, that all amounts have been
.Paid by the Cont1aclor for the Work for which previous Certificates for Payment were issued and payments received from the Owner, and the current payment shown herein Is now due.

\\\\\\llllll////;11
10% of Completed & Stored Work

TOTAL RETAINAGE

TOTAL EARNED LESS RETAINAGE

LESS PREVIOUS CERTIFICATES FOR PAYMENT
CURRENT PAYMENT DUE
BALANCE TO FINISH, PLUS RETAINAGE

c

$

$	1,962,806.30

$	1,766,525.67
 $	196,280.63 
 $	

I.OocuSigned  by:

2/20/2024
CONTRACTOR:
"'"'\ s - :f !i.,/
,f}Jate of Florida
County of Seminole
. ,	.. •;;,,i.\lSS10,•; • '5's'tJpscribed _and sworn before
::::•	: ,,_G ,..;5-.,Y 21,<-o•• No	Public
-	• , ..  ,l	;, .
By:	L7		Date:	December 2 0 3""	,,,. 'j,¥y mmision Expires
-	QI,..	•
ENGTNEER'S CERTIFICATE FOR PAYMENT	7-, :.	ttHH01t4s6	Ntq!JNT CERTIFIED
In accordance with the Contract Documents, based on the on-site obse l !;?e:./'o11d d 11\,u		:' t hexplanation if amounl and the data comprising the above application, the Engineer certifies to th 9, e(1?n	E'. t'.3INEER:
to the best of the Engineer's knowledge, information and belief, the work hai¥111 3'(1c s'rA1i:'.or<,.,"
progressed as indicated, the quality of the work is in accordance with the ContrYttJ1j1111111111,,,,,,
of	D mber 25, 2023
(,
$
rtified differs from the amount applied for)

2-5-24
DocuSigned by:

2, £
/2024
Documents, and lhe Contractor is entitled to payment of the AMOUNT CERTIFED.	By:	/{/   /	Date:
J	I
This certificate is not negotiable. The AMOUNT CERTIFIED is payable only lo the Contractor named herein. lssua payment Is without prejudice lo any rights of the Owner or Contractor under this Contract.
Knightsbridge	APPLICATION FOR PAYMENT NO.
EXHIBIT "C"
Contract #02057703

		CONTRACT AMOUNT	PREVIOUSLY	COMPLETED	COMPLETED THIS INVOICE	COMPLETED TO DATE	RETENTION	NET DUE	REMAINING ON CONTRACT								
No.				Description	Amount	Cost Code		Amounl		Amount		Amount				Amount	
APollcatlon For Pavmenl Summarv																	
																	
	Sanltarv Sewer	$	626,234.30	2751		$	626,234.30		s		$	626 234.30				0.00				
	Lift Station	s	689,394.00	2836		$	689,394.00		$		$	689 394.00				0.00			
	Reclaim Water	s	637,638.00	3735		$	637,638.00		s		$	637638.00				0.00			
	Chanoe Order #1	$	42,640.00	3735		$	9,540..00		$	33,100.00		$	42640.00				0.00				
	Change Order #2	$	133,100.00)		s		s	(33,100.00)		$	133100.00				0.00			
																	
TOTAL		s	1962806.30			1,962 806.30	0.00		1962 806,30	0.00		0.00		0.00			
VENDOR: 8268280	CONTRACT#  02057703
Assured E cavallng, Inc
INV.DATE: 12-25-23	INV.#	APPL# 19

OESCRIPTION: Knlghtsbrldge Ph 1 Sewer, Utt Station & ReclaIm Water

ACCT# 1113003 ACCT. DATE:	Field Aooroval	Checl<ed av	Office AOoroval	Entered 8v	DeducUon ot 10% Retenllon												

Dale:	

Date:	

Dale:	

Date:	Total Due To-Dale	s	1 962806.30										
					Previous Aoolication	s	1 766525.67										
					Balance Due This ADDlieation	s	196280.63										

																	
																	
		CONTRACT AMOUNT	PREVIOUSLY COMPLETED	COMPLETED THIS INVOICE	COMPLETED TO DATE	REMAINING ON CONTRACT											
No.	Descrlotion	Qtv	Unit	Price	Amount	Qtv	Amount	Qtv	Amount	Qtv	Amount	Qlv	Amount				
																	
	Phase 1 Sewer L/flstatlon & Roe/aim																
																	
	Sanltarv Sewer																
2751.	Manhole	0-6' cull	5	EA	$4 600.00	$	24000.00	5.00	24 000,00		0.00	5.00	24 000.00	0.00	0.00			
2751.	Manhole	6'-6'cull	3	EA	$5400.00	$	16 200.00	3.00	16 200,00		0.00	3.00	16200.00	0.00	0,00			
2751.	Manhole	8'-10'cutl	3	EA	$6200.00	$	18600.00	3.00	18 600.00		0.00	3.00	18 600.00	0.00	0.00			
2751.	Manhole	10'-12' CUI		1	EA	$6,800.00	$	6800.00	1.00	6 800.00		0.00	1.00	6800.00	0.00	0,00		
2751.	Manhole	12'-14' cut		2	EA	$8,800.00	$	17600.00	2.00	17 600.00		0.00	2.00	17600.00	0.00	0.00		
2751.	Manhole	14'-16' cut		2	EA	$9,600.00	$	19200.00	2.00	19200.00		0.00	2.00	19200.00	0.00	0.00		
2751.	Manhole	16'-18' cut		2	EA	$11,001.00	$	22002.00	2.00	22,002.00		0.00	2.00	22 002.00	0.00	0,00		
2751.	Manhole 16-18'W/LINER	1	EA	$22,330.00	$	22 330.00	1.00	22 330.00		0.00	1.00	22 330.00	0.00	0,00				
2751.	Manhole 18'-20' W/LINER	2	EA	$30,300.00	$	60600.00	2.00	60600,00		0.00	2.00	60600.00	0.00	0,00				
2751.	Manhole 20-22' W/LINER	2	EA	$34,600.00	$	69200.00	2.00	69 200.00		0.00	2.00	69200.00	0.00	0,00				
2751,	Slnole Service Assemblv llncludlna FilUnosJ	17	EA	$835.00	$	14195.00	17.00	14,195.00		0.00	17.00	14 195.00	0.00	0,00				
2751.	Double Service Assemblv (Including Filtin1nl	55	EA	$1,280.00	$	70,400.00	55.00	70 400.00		0.00	55.00	70400.00	0.00	0,00				
2751.	Sewer 12" HOPE Ploe	60	LF	$82.95	$	4,977.00	60.00	4,977.00		0.00	60.00	4 977.00	0	,00	0	,00		
2751.	Sewer 1O" HOPE Pipe	180	LF	$75.95	$	13,671.00	180.00	13 671.00		0.00	180.00	13671.00	0	,00	0.00			
2751.	Sewer 8" PVC Pfoe	4242	LF	$36.80	$	156105.60	4 242.00	156,105.60		0.00	4 242.00	156 105.60	0,00	0.00				
2751.	Sewer Various Fltlinas	1	LS	$10350.00	$	10,350.00	1.00	10 350.00		0.00	1.00	10 350.00	0.00	0,00				
2751.	Sewer DewateMO	4482	LF	$11.50	$	51,543.00	4 482.00	51 543.00		0.00	4 482.00	51543.00	0.00	0,00				
2751.	Sanltarv Line TesUnos	4482	LF	$6,35	s	28.460,70	4 482.00	28460.70		0.00	4 482.00	28,460.70	0.00	0.00			
	Total Santtarv Sewer				$	626 234,30		626 234,30		0.00		626 234.30		0.00				
																	
	Uftstallon																
2836.	Uft Station IPumos Controls, Wel wem	1	LS	$429658.00	$	429,658.00	1.00	429,658,00		0.00	1.00	429,658.00	0.00	0.00				
2836.	2" Lift Stallon Service W/BFP	1	EA	$4 756.00	s	4,756.00	1.00	4,756.00		0.00	1.00	4,756.00	0.00	0.00			
2836.	Un StaUon Comoound	1	LS	$69 475.00	$	69,475	.00	1.00	69,475.00		0.00	1.00	69,475.00	0.00	0.00			
2836.	Lift Stalion Dewaterina	1	LS	$32 500.00	s	32,500.00	1.00	32,500.00		0.00	1.00	32 500.00	0.00	0.00			
	Force Main																
2836.	6" PVC Pio• (C900 DR t8l	1480	LF	$24.00	$	35 520.00	1,480.00	35520.00		0,00	1,480.00	35,520.00	0.00	0.00				
2836.	6" Gate Valves	1	EA	$1,405.00	s	1 405.00	1.00	1 405.00		0.00	1.00	1405.00	0.00	0.00			
2836.	Forc..o main fittlnas	1	LS	$19650.00	s	19650.00	1.00	19650.00		0,00	1.00	19650.00	0.00	0.00			
2836.	Force main testina	1480	LF	$3,00	s	4 440.00	1,480.00	4440.00		0.00	1,480.00	4440.00	0.00	0.00			
	Total Lift StaUon				$	597 404.00		597 404.00		0.00		597,404.00		0.00				
																	
	Reclafm Water																
3735.	6" PVC Reuse Water Main	4,260	LF	$23.00	$	97980.00	4 260.00	97980.00		0,00	4,260	.00	97 980.00	0.00	0.00			
3735.	12·PVC Reuse Water Main	360	LF	$61.00	$	21960.00	360.00	21960.00		0.00	360,00	21 960.00	0.00	0.00				
3735.	Mlsce!aneous Filllnas	1	LS	$45,000.00	s	45000.00	1.00	45000.00		0.00	1.00	45000.00	0.00	0.00			
3735.	6" Gate Valves	18	EA	$1,405.00	s	25,290.00	18.00	2	.5290.00		0.00	18.00	25290.00	0,00	0,00		
3735.	Sinole Service Assembtv•	16	EA	5650.00	s	10400.00	16.00	10400.00		0.00	16.00	10,400.00	0.00	0.00			
3735.	Double Setvlce Assemblv'	56	EA	$1,026.00	s	57 456.00	56.00	57 456.00		0.00	56.00	57,456,00	0.00	0.00			
3735.	Reuse Main Teslino	4620	LF	$2.65	S	12 243.00	4620.00	12,243.00		0.00	4 620.00	12,243.00	0.00	0.00			
	Total Reclaim Water				$	270329.00		270 329.00		0.00		270 329,00		0.00				
---	
Entrance/ Spine Rd																

	Llftstatlon																
2836,	&' PVC Pi • (CSOO OR25l	2320	LF	$24.00	$	55,680.00	2 320.00	55,680.00		0.00	2 320,00	55,680.00	0,00	0.00				
2836.	a·Gate Valves	2	EA	$1,405.00	$	2,810.00	2.00	2,810.00		0.00	2.00	2,810.00	0.00	0.00				
2836	.	Forco main filUnos	1	LS	$26,540.00	$	26,540.00	1.00	26,540.00		0.00	1.00	26,540.00	0.	00	0.00		
2836.	Force main 1esUna	2320	LF	$3.00	$	6960.00	2 320.00	6960.00		0.00	2 320.00	6960.00	0.00	0.00				

Vln,..hl M...,..,.. a1uo10os1<llin.-.i'lofl.l10 Ion	P.RnAn.,
KnlghlsMdge	APPLICATION FOR PAYMENT NO.
EXHIBIT '"C"
Comract 1102057703

CONTRACT AMOUNT
PREVIOUSLY COMPLETED
COMPLETED THIS INVOICE
COMPLETED TO DATE
REMAINING ON CONTRACT
No.	DesetlpUon	Qty	Unit	Price	Amount	Olv	Amount	Qtv	Amount		OlV	Amount	Qlv	Amount		
	Total Lift Station				$	91990.00		91990.00			0.00		91 990.00			0.00	

3735.
3735.
3735.
3735.
3735.
3735.
3735.
3735.
3735.
3735.
3735.
Reclaim Water
s·PVC Reuse Water Main
12• PVC Reuse Waler Main 14"HDPE Directional DrtU Miscellaneous Fittings 6'Gata Valves
12·Gata Valves
Temoorarv Blow-Off Assemblv
20" x 12• TaPlllna Sleeve and Valve
lfliaalfon Master Meler Reuse 12' BFP Reuse Main TesUna Total Rec/aim Water

140
2640
140
1
3
11
2
1
1
1
2920

LF	$23.00
LF	$61.00
LF	5220.00
LS	$24,500.00
EA	$1,420.00
EA	$3,534.00
EA	$1,310.00
EA	$10.200.00
EA	$33650.00
EA	$49385.00
LF	$3.00

s	3 220.00
s	161040.00
$	30,800.00
$	24 500.00
$	4,260.00
$	38,874.00
$	2,620.00
$	10,200.00
$	33,650.00
$	49 385.00
$	8 760.00
s	367 309.00

140.00
2 640.00
140.00
1.00
3.00
11.00
2.00
1.00
1.00
1.00
2.920.00

3,220.00
161,040.00
30,800.00
24,500.00
4,260.00
38,874.00
2,620.00
10,200.00
33 650,00
49 385.00
8760,00
367 309.00

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00

140.00
2,640.00
140,00
1.00
3.00
11.00
2.00
1.00
1.00
1.00
2920.00

3 220.00
161 040.00
30 800.00
24 500.00
4 260.00
38,874.00
2,620.00
10,200.00
33,650.00
49385.00
8 760.00
367 309.00

0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00

0.00
0.00
0.00
0.00
0,00
0.00
0.00
0.00
0,00
0.00
0,00
0.00

3735.
3735.
3735.
3735.
3735.
3735.
3735.
3735.
3735.

Chanae Order #1 Re/calm Bore Revisions 12" PVC Pioe"
14" DR-11 HDPE Dlreclional Bore 20-PVCPioo
Connect to Pipe 20'"x 12'' Wet Tap
20'' 45 Bends 20''Tee
20'' x 12" Tee
20'' Reslfa!nls

-60
60
60
2
-1
4
1
1
12

EA	s	61.00
EA	s	220.00
EA	$	222.00
EA	s	350.00
EA	$	1 650.00
EA	$	1,695.00
EA	$	2 550.00
EA	$	1,350.00
EA	s	750.00

s	13660.00\
$	13200.00
$	13 320.00
$	700.00
$	11 650.00\
$	6 780.00
s	2 550.00
s	1350.00
s	9 000.00

-60.00
60.00

-3660.00
13 200.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00

0.00
0.00
60.00	13,320.00
2.00	700.00
-1.00	-1,850.00
4.00	6 780.00
1.00	2 550.00
1.00	1350.00
12,001	9000.00

-60.00
60.00
60.00
2.00
-1.00
4.00 t.00 1.00
12.00

-3660.00
13 200.00
13 320.00
700.00
-1 850.00
6 780.00
2 550.00
1,350.00
9,000.00

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3735.
t 2" Reslfalnls
1	EA
$	400.00  s	400.00
0.00
1.00
400.00
1.00
400.00
0.00
0.00
3735.
Teslina

Channo Order #2
1	EA
s	850.00  $	650,00

$	42 640.00
0.00

9 640,00
1,00
650.00

33 100.00
1.00
650.00

42 640.00
0.00
0.00

0.00
20" PVC Pioe Connect to Pipe 20" x 12" wet tao
20" 45 Bends
20" Tee
20- x 12" Tee
-60
·2 1
-4
-1
-1
$	22.2.00
s	350.00
s	1850.00
s	1695.00
s	2 550.00
$	1,350.00
$	113,320.00
s	1700.00
s	1850.00
s	(6,780.001
$	(2,550.00)
s	11350.00\
0.00
0.00
0.00
0.00
0.00
0.00
-60.00	-13 320.00
-2.00.I	-700.00
1.001	1,850.00
-4.001	-6780.00
-1.001	-2 550,00
-1.001	-1,350.00
-60.00
-2.00
1.00
-4.00
-1.00
-1.00
-13,320.00
-700.00
1850.00
-6,780.00
-2550.00
-1 350.00
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0,00
0.00
20" Restraints
12" Restraints TesUng
-12
-1
-1
$	750.00
$	400,00
$	650.00
$	reooo.oo
s	1400.00
$	(850,00!
s	133100.00
0.00
0,00
0.00
0.00
-12.00
-1.00
-1.00
-9,000.00
-400.00
-850.00
-33100.00
-12.00
-1.00
-1.00
-9 000.00
-400.00
-650.00
-33100.00
0.00
0.00
0.00
0.00
0.00
0.00
o.oo

TOTAL

1,962,806.30

1,962,806.30
0.00

1,962,806.30
0.00

KJnnhb:htirlnA AWAtPAvAnn"'N19,I.An	Paoo D-3

Customer
Name Address City Phone

Misc.
Date Order No. Rep
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Date	 0 wner ---------------

Office Use Only

44440	LENNAR LAND DEVELOPMENT
DocuSign Envelope ID: 344D55AD-59DC-456E-84FE-7C3A09EB35D6

sara@assuredexcavatinginc.com
Contractor : 8268280	Assured Excavating Inc	(LNP)	Payment Request No : 		 Contract	: 2057703 OL 11130 Knightsbridge Ph 1 Sewer, Lift		Period From	:  12/25/2023	
Project No :	1113003	Knightsbridge 50s Master	Period To	: 	

Change No./	Cost	Cost	Description of Work	Scheduled	Previous	Total	Billing	Retainage
Job Number	Code	Type Original
Invoice # 02057703-19 RVaelute	Earned	Earned	Amount	Amount

 

Change	001 added reclaim bore
1113003 3735	1300	Reclaimed Water Const.	42640.00		9540.00							
											
	Total of Approved Changes	42640.00		9540.00							
	Retainage			954.00							
	
Net Approved Changes	
42640.00		
8586.00							
											
	Total Revised Subcontract	1995906.30		1962806.30							
	Retainage			196280.67				196,280.63			
	
Net Revised Subcontract	
1995906.30		
1766525.63							

CERTIFICATE OF THE SUBCONTRACTOR:	PROJECT MANAGEMENT APPROVAL: 	

LENNAR CORPORATION	DATE	SUBCONTRACTOR	DATE DIVISION PRESIDENT

TITLE

LENNAR CORPORATION	DATE		LENNAR CORPORATION	DATE	
V.P.OPERATIONS			PURCHASING MANAGER		

LENNAR CORPORATION	DATE VP LAND ACQUISITION
Payment Attachment -
S26S2S.O	7.ll'!O Exca 'ilting Inc	PGER. O1.HPhlX
SIUlJ	CfilCK NO.  :.!3588 1 of 1		D..d.TE 011_.\.1!-4-

'OICE	DATE	RE-.IARX	GROSS	DEDUCTIO. S	PAID
Olli-331184 _059599-000	0  0	1  Re.tam.ge	1s;619.S-O	8,67950
Olli-33823.S._0S9·599-000	()6_f()6	R.etmus:e	15.3_1.60	5)21.60
OLH-346319 _059599-000	07/06	l  Retlm	19)13.SS	19,3,13.55
OLH-3391 1 _059599-001	06/09	l  Re.tunage	9, 18.56-	9, 18.56-
OLH-35'.!93 _059-599-000	08101	Re.bin.age	35,861.45	3	5
OLH-361926/2059'599-000	09106	Relamage	46,87 .07	4	7
OLH-3 3299. 059599-000	10
OIB-3S 997 _059599-000	L	3
Retamage
7,5_1.65	5
9,127.79	9
OLH-401503 _059599-000	02/08	l  lletainage,	5 116.99	5Jl6.99
OLH	97 l _059599-000	(Hfl.3	R.etam.1ge.	5 395.7S	5)95.78
OLH-412330. _059'599-000	OL	l  Re	_l.186.79	2	9
OLH-41233 _059599-002	Qj _	I  R.e.trinage	1) 1.00	0
OLlf-4_ 97 059599-000	05108	I  R.etam.age:	l 50.3.13	i	3
OLH-436	_059'599-000	I  R.etainage	]
OIB-44326& _059599-000	08103	Retain.age	S.163.02
OLH-4506 7,_059599-000	09105	l  Retainage	5:&20.04	5820.04
OIB-47 783l315 0 6-000	r>	ll	03 51076-_l	213 5.00	2 ,375.00
O1H-4S0189'16Sl9141-000	01{05	I 16S19141-S	4,969.68	4,969.68
OLH S019lfl68 914 -001	Q. OS	1	6819141-KOl	4,983.65	14.983.65
OLH-4S0195/169S3 94..000	01(05	l  16983794-6		29 .813.19	29 .SB.19
630.284.09	630 '>84.09

EXHIBIT A3
Unconditional Waiver and Release of lien Upon fjna! PiillO])ent
KNOWN ALL MEN BY THESE PRESENTS:
For value received, and in order to induce payment. the undersigned hereby releases all liens, claims, indebtedness. and rights to claim against any person, bond. and/or property for all labor. services and materials furnished by or under the undersigned for the
benefit of the property described as:	Knightsbridge Ph 1 Water& Storm (02059599)
The undersigned further swears, affirms, and represents that it has been paid in full, and that payment in full for all labor, materials. and services used in improvements of said property have been made. except for the following: Oist any unpaid persons and amounts unpaid - if blank. then none)
none
The undersigned further agrees that it will not perform any further work on the project. through itself or through persons working under the undersigned, save and except corrective and warranty work for which payment has been made, and will indemnify Lennar Hornes LLC and/or Lennar Land Partners for any sums claimed to be due or owing on this project by the undersigned, or any persons working under the undersigned. The undersigned will cause to be released or bonded any liens filed hereafter. including any lien filed by the undersigned, and will indemnify Lennar Homes. LLC. and Lennar Land Partners from any such liens.
The undersigned makes this sworn statement based on personal knowledge. and with the understanding that Lennar Homes LLC. and Lennar Land Partners are relying on this representation in order to make final payment for this project.

Signed, sealed. and delivered this 3oth day of _J_a_n_u_a_ ry	,20 .

Assured Excavating Inc ompany ame ---,------,	, -----
Signature	--;g'	=
Print Name	Brett Evans
Trtle
President	_

STTAEO_FF_lo_ri_da	_

COUNTY OF Orange

Sworn to and subscribed before me this	day of January . 2024 by	Brett Evans	. as President	of Assured Excavating Inc	. on behalf of the company, who is personally known to me or who produced
	as identification. and did/did not take an oath.

NOTARY STAMP

4

INITIAL
MTPA Owner Contractor Version (5-3!-19C}

LENNAR
BASE AGMT #OLH-

CONTRACTOR'S FINAL AFFTOA VIT

STATE OF FLORIDA
SS:
COUNTY OF ---'O=.;:ra=:n..:.;g:;i.;e ---..-J>

Before me, the undersigned authority, personally appeared Brett Evans
of his or her personal knowledge the following:
, who.after first beingduly sworn. deposes and says
He is the President
does business in the State of Florida ( Contractor"}.
of  Assured Excavating Inc	which
Contractor, pursuant to a coniraa dated	December 15	20 21	with Lennar Homes, LLC
		 ("Owner"), has furnished or caused to be furnished. labor. materials. and services for the construction of certain improvcmentS as more particularly set forth in said contract.

This affidavit is executed by the Contractor in accordance with Section 713.06(3) (d) of the Florida Statutes for the purpose of obta.ining final payment from the Owner in the amount of$	221 142.54	.

All work to be performed under the contract has been fully completed, and all lienors under the direct contract have been paid in full. except the foUowing listed Iienors:

None

NAME OF UENOR
IOOITTDUE

Signed. sealed. and delivered this  30th	day of-Ja..,0u.iL.,.a..ry:,.-	  •20M._.

Tille:	President

STATE OF ...f l.o.-c=id ae.._
COUNTY OF  Orange

swam to and subscribed before me this 30th day of January . 2024 by Brett Evans	. as President	of Ass1,red Excavating lac	. on behalf of the company. who is peisonally known to me or who produced
	as identification, and didfdid not take an oath.

Notary Stamp

INITIAL
MTPA O,.,ner Contractor Version (5-3l-19C)

5

Printed Name

Sara E Evans

LE:\'"NAR
BASE AGMT #OLH-

APPLICATION AND CERTIFICATE FOR PAYMENT	AIA DOCUMENT 702
Knightsbrldge Ph 1 Water & Storm
TO:	OWNER	Lennar Homes LLC
6750 Forum Drive Suite 310
Orlando Florida 32821

FROM:	Assured Excavating, Inc
PROJECT: PROJECT	Drains
PROJECT PROJECT#	02059599

r-:DocuSigned by:

4C	J
VIA ENGINEER:
12/5/2023
APPLICATION NO: APPLICATION DATE:
PERIOD TO:
16-R
10/25/2023
10/25/2023

r-:;-DocuSigned by:
L 1 £	J
1/5/2024
CONTRACT FOR:		
CONTRACTOR'S APPLICATION FOR PAYMENT
Application is made for payment. as shown below, in connection with the Contract. Continuation Sheet, AIA Document G703, is attached.

ORIGINAL CONTRACT SUM
Net Change by Change Orders
CONTRACT SUM TO DATE
TOTAL COMPLETED AND STORED TO DATE
RETAINAGE:

10% of Completed & Stored Work		 TOTAL RETAINAGE
TOTAL EARNED LESS RETAINAGE
 $	2,29(3_,491.00
	-85,065.60 
 $	2,211,425.40
 $	2,211,425.4_Q

!
 $		2,211,4 5.40

The undersigned Contractor certifies that to the best of lhe Contractor's knowledge, information, and belier, the work covered by this Application for Payment has been completed in compliance wilh the Contract Documents, that all amounts have been paid by 1he Con1ractor for the Work for which previous Certificates for Payment were issued and payments received from the Owner, and the current payment shown herein is now due.

CONTRACTOR:

\\\\II1111 fl ///IIJ
:--.'''  0 A E r.:,, l/1,
LESS PREVIOUS CERTIFICATES FOR PAYMENT
CURRENT PAYMENT DUE
BALANCE TO FINISH, PLUS RETAINAGE

$	1,990,282.86
$	221,142.54
$

rDocuSigned by:
" S ',', ••; .'-: "1,1t/ tate of Florida
\•! -11ssio,v-..	s"'ll!scribed and sworn before
$	_.:,,_G ,Y:l'-y21•<o-" •• Not!>ry Public
.:::-	• ":-  .l
By:		 Date:	October.:i5*2023	"'':My ommision Expires
!	Q.•10	!w?=
County of Seminole
day of	,..	_	October 25, 2023

E.
1/5/2024
ENGINEER'S CERTIFICATE FOR PAYMENT	Z) 0'.	m-JHOllfs6- :AM UNT CERTIFIED	$
In accordance with the Contract Documents, based on the on-site obse fops0;..'111aed 11,1 "".•, FAt}ich explanation If amount certified differs from the amount applied for) and the data comprising the above application, the Engineer certifies to lh	J :':! :u: ·•x"Ci, GINEER:
to the best of the Engineer's knowledge, information and belief, the work has'/11111Ve. ST/Iii=o.<r,,,,"' progressed as indicated, the quality of the work is in accordance with the ContradIlllfi 111111\\\\
Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFED.	By: ·-

This certificate Is not negotiable, The AMOUNT CERTIFIED is payable only to the Contractor named herein. lssuprii:e, payrryfot and acceptance of payment Is without prejudice to any rights of the Owner or Contractor under this Contract.
Date:  12-1-2023
Knightsbridge	APPLICATION FOR PAYMENT NO.
EXHIBIT "C"
Contract #02059599

		CONTRACT AMOUNT	PREVIOUSLY COMPLETEO	COMPLETED THIS INVOICE	COMPLETED TO DATE	RETENTION	NET DUE		REMAINING	ON CONTRACT						
No.	Oescrlolion	Amount	Cost Code		Amount		Amount		Amount				Amount			
ApptlcaUon For Pavment Summarv																
																
	Generic Water	$	1 041,412,00	2851		s	1 041 412.00		s		$	1 041.412.00				0.00		
	Storm Drains	$	1255079.00	3001		s	1 255079.00		s		$	1,255,079.00				0.00		
	Chanoe Order #1	$	197,185.60	3001		$	197185.60\		s		$	{97,185.60)				0.00			
	Channo Order #2	$	12120.00			$	12 120.00		$		$	12,120.00				0.00			
																
TOTAL	$	2 211 425.40			2 211425.40		0.00	2,211 425.40	0.00	0.00		0.00					
VENDOR: 8268280	CONTRACT # '02059599
Assured Excavating, Inc
!NV.DATE: 10-25-23	INV.#	APPL.# 16

DESCRIPTION: Knlghlsbrldge Ph 1 Water & Storm Drainage

ACCT# 1113003 ACCT, DATE:	Field Aooroval	Checked Bv	Office Aooroval	Entered av	Deduclion of 10% Retention											

Date:	

Dale:	

Date:	

Dale:	Total Due To-Date	s	2,211 425.40										
					Previous Aoollcation	s	1990282.86										
					Balance Due This Application	s	221142.54										

																
																
		CONTRACT AMOUNT	PREVIOUSLY COMPLETED	COMPLETED THIS INVOICE	COMPLETED TO DATE	REMAINING ON CONTRACT										
No.	Descriotion	Otv	Unit	Price	Amount	Qtv	Amount	Qlv	Amount	Otv	Amount	Qtv	Amount			
																
	Phase 1 Water & Storm Drains															
																
	Generic Water															
2851.	8" PVC Water Main	4760	LF	$33.00	$	157080.00	4 760.00	157,080.00	0.00	4 760.00	157080.00	0.00	0.00				
2851.	12" PVC Waler Main	80	LF	$61.30	$	4 904.00	80,00	4,904.00	0,00	80.00	4,904.00	0.00	0.00				
2851.	Miscellaneous Flttlnas	1	LS	$53,250.00	$	53250.00	1.00	53,250.00	0.00	1.00	53 250,00	0.00	0.00				
2851.	8" Gate Valves	23	EA	$1,645.00	$	37 835.00	23.00	37,835.00	0.00	23.00	37 835.00	0.00	0.00				
2851.	Ffre Hvdrant Assembly (Includes Gate Valve and Tee)	9	EA	$4,775.00	$	42 975.00	9,00	42 975.00	0.00	9.00	42 975.00	0.00	0.00				
2851.	Slngle Service Assembly'	27	EA	$700.00	$	18900.00	27.00	18,900.00		0.00	27.00	18 900.00	0.00	0.00			
2851.	Double Service Assembly'	50	EA	$1,100.00	s	55000.00	50.00	55 000.00		0.00	50.00	55 000.00	0.00	0.00		
2851.	Water12"GV	1	EA	$3,534.00	$	3 534.00	1.00	3 534.00		0.00	1.00	3 534.00	0.00	0.00			
2851.	Water main Testina	4840	LF	S3.25	s	15730.00	4,840.00	15 730.00		0.00	4 840.00		15 730.00	0.00	0.00	
	Tota/Waler				$	389 208.00		389 208.00		0.00		389 208.00		0.00			
																
	Generic Storm Drains Ploe															
	Ploe															
3001.	IB"CIASS Ill RCP	1384	LF	$43.70	$	60 480,80	1 384.00	60480.80		0.00	1384.00	60,480.80	0.00	0.00			
3001.	24" CLASS Ill RCP	1 704	LF	$61.00	s	103 944.00	1 704.00	103,944.00		0.00	1704.00	103944.00	0.00	0.00		
3001.	30" CLASS Ill RCP	592	LF	SB0.60	$	47 715.20	592,00	47 715.20		0.00	592.00	47 715.20	0.00	0.00			
3001.	36" CLASS Ill RCP	376	LF	$103.00	s	38 728.00	376.00	38 728.00		0.00	376.00	38 728.00	0.00	0,00		
3001.	42" CLASS Ill RCP	392	LF	$138.00	$	54 096.00	392.00	64 006.00		0.00	392.00	54 096.00	0.00	0.00			
	Structures															
3001.	RCPMES: 24"	2	EA	$1650.00	$	3,300.00	2.00	3300.00		0.00	2.00	3 300.00	0.00	0.00			
3001.	RCPMES:36"	2	EA	S3275.00	s	6 550.00	2.00	6 550.00		0.00	2.00	6550.00	0.00	0.00		
3001.	RCPMES:42"	2	EA	$4 700.00	s	9 400.00	2.00	9400.00		0.00	2.00	9400.00	0.00	0.00		
3001.	TYPE 'C' INLET	5	EA	$2 325.00	s	11625.00	5.00	11,625.00		0.00	5.00	11625.00	0.00	0.00		
3001.	TYPE "E" INLET	1	EA	$3,085.00	s	3,085.00	1.00	3,085.00		0.00	1.00	3085.00	0.00	0.00		
3001.	T•"" "H" Control Structure With FIG Skimmer	1	EA	$8,965.00	s	8965.00	1.00	8965.00		0.00	1.00	8965.00	0.00	0.00		
3001.	P-2 Curb Inlet	1	EA	$7,035.00	s	7,035.00	1.00	7035.00		0.00	1.00	7035.00	0.00	0.00		
3001,	P4 Curb Inlet	19	EA	$7035.00	s	133665.00	19.00	13366500		0.00	19.00	133665.00	0.00	0.00		
3001.	J4 Curb Intel	6	EA	$9035.00	s	54 210.00	6.00	54 210.00		0.00	8.00	54 210.00	0.00	0.00		
3001.	6" Undel'draln	3,680	LF	$40.89	s	150 475.20	3,680.00	150 475.20		0.00	3680.00	150475.20	0.00	0.00		
3001.	6" Underdraln Cleanoul	34	EA	$375.00	s	12 750.00	34.00	12 750.00		0.00	34.00	12,750.00	0,00	0.00		
3001.	SIOOTI Various Flltinos	1	LS	$3450.00	s	3 450.00	1.00	3,450.00		0.00	1.00	3,450.00	0.00	0.00		
3001.	Storm O.wate ng	4448	LF	$11.00	$	48 928.00	4 448.00	48,928.00		0.00	4,448.00	48,928.00	0.00	0.00			
3001.	Storm Clean & Test	4448	LF	$6.35	$	28 244.80	4 448.00	28,244.80		0.00	4 448.00	28 244.80	0.00	0.00			
	Tota/Stonn				$	786 647.00		786 647.00		0.00		786 647.00		0.00			
--	
Entrance/ Spine Rd															

	Generlc Water															
2851.	12" PVC Water Main	4760	LF	$59.30	$	282,268.00	4 760.00	282 268.00		0.00	4 760.00	282 268.00	0.00	0.00			
2851.	18" PVC Wal8< Main	1,280	LF	$99.90	s	127,872.00	1 280.00	127 872.00		0.00	1 280.00	127 872.00	0,00	0.00		
2851.	Ml!,callaneousF'itlinas	1	LS	$35,000.00	s	35,000.00	1.00	35000.00		0.00	1.00	35000.00	0.00	0.00		
2851.	12" Gale Valves	21	EA	$3,534.00	s	74,214.00	21.00	74 214.00		0.00	21.00	74 214.00	0,00	0.00		
2851.	16" Gale Valves	4	EA	S7 055.00	s	28,220.00	4.00	28 220.00		0.00	4.00	28 220.00	0.00	0.00		
2851.	Fir• li'vdrant Assemblv (Includes Gate Valvo and Toe)	6	EA	54,700.00	s	28,200.00	6.00	28 200.00		0.00	6.00	28 200.00	0.00	0.00		
2851.	Blow-Off Assemblv IHYdro-Guardl	3	EA	$6,420.00	s	19,260.00	3.00	19260.00		0.00	3.00	19 260.00	0.00	0.00		
2851.	Connect to ExlslinQ Waler Main	1	EA	S9880.00	$	9,880.00	1.00	9880.00		0.00	1.00	9880.00	0.00	0.00			
2851.	Samc!e Points	0	EA	S0.00	$	0.00	0.00		0.00	0.00	0.00	0.00	0.00			
2851.	24 x \6" Ti-PPlng Sleeve and Vatve	1	EA	$17,170.00	$	17,170.00	1.00	17170.00		0.00	1.00	17 170.00	0.00	0.00			
2851.	Temoorarv Jumoer	1	EA	S1 650.00	$	1,850.00	1.00	1 850.00		0.00	1.00	1 850.00	0.00	0.00			
2851.	Water Reslore Pond Sloo-es	3200	SY	$2.70	$	8640.00	3200.00	8640.00		0.00	3 200.00	8640.00	0.00	0.00			

		CONTRACT AMOUNT	PREVlOUSLY COMPLETED	COMPLETED THIS INVOICE	COMPLETED	TO DATE	REMAINING ON CONTRAOT									
No.	Descriollon	Qtv	Unit	Price	Amount	Qtv	Amount	Qtv	Amount	Qty	Amounl	Qty	Amount			
2851.	Waler main testing	6040	LF	$3.25	$	19630.00	6,040.00	19,630.00		0.00	6040.00	19630.00	0.00	0.00					
	Tota/Wator				$	652 204.00		652 204.00		0.00		652 204.00		0.00			
																
	Generic Storms															
	Pipe															
3001.	18'' CLASS Ill RCP	360	LF	S43.70	s	15 732.00	360.00	15 732.00		0.00	360.00	15,732.00	0.00	0.00		
3001.	24" CLASS Ill RCP	824	LF	$61.00	$	50264.00	824.00	50,264.00		0.00	824.00	50,264.00	0.00	0.00			
3001.	48"' CLASS Ill RCP	272	LF	$170.00	$	46240.00	272.00	46,240.00		0.00	272.00	46 240.00	0.00	0.00			
	Structures															
3001.	RCPMES: 18"	1	EA	$1,300.00	$	1 300.00	1.00	1 300.00		0.00	1.00	1 300.00	0.00	0.00			
3001.	RCPMES: 24"	3	EA	$1,650.00	s	4 950.00	3.00	4 950.00		0.00	3.00	4950.00	0.00	0.00		
3001.	RCPMES: 48"	1	EA	$10,660.00	s	10660.00	1.00	10,660	.00		0.00	1.00	10660.00	0.00	0.00	
3001.	RCPMES: 19"X30"	0	EA	S0.00	s	0.00	0.00		0.00	0.00	0.00	0.00	0.00			
3001.	RCP ENOWALL: 48"	1	EA	$12 850.00	s	12,850.00	1.00	12 850.00		0.00	1.00	12850.00	0.00	0.00		
3001.	P4 Curb Inlet	10	EA	S7 035.00	s	70,350.00	10.00	70 350.00		0.00	10.00	70350.00	0.00	0.00		
3001.	6" Underdraln	2220	LF	$41.89	s	92,995.80	2,220.00	92 995	.80		0.00	2,220.00	92 995.80	0.00	0.00	
3001.	6" Underdraln Cleanout	21	EA	$375.00	s	7,875.00	21.00	7 875.00		0.00	21.00	7,875.00	0.00	0	.00	
3001.	Stenn - 42" RCP	608	LF	$131.95	s	80,225.60	608.00	80 225.60		0.00	608.00	80,225.60	0.00	0.00		
3001.	Stenn - Pond oenetralions	5	EA	$3920.00	s	19,600.00	5.00	19600.00		0.00	5.00	19,600.00	0.00	0.00		
3001.	Stenn Double 42" MES	2	EA	$8 480.00	$	16,960.00	2.00	16 960.00		0.00	2.00	16,960.00	0.00	0.00			
3001.	Slonn - Various fitunos	1	LS	$2 000.00	$	2,000.00	1.00	2000.00		0.00	1.00	2,000.00	0.00	0	.00		
3001.	Storm - Dewaterina	2064	LF	$11.00	$	22,704.00	2 064.00	22 704.00		0.00	2,064.00	22,704.00	0.00	0.00			
3001.	Slonn Clean & Test	2064	LF	$6.65	$	13,725.60	2064.00	13 725.60		0.00	2,064.00	13,725.60	0.00	0.00			
	Total Rec/aim Water				$	468 432,00		468 432.00		0.00		468 432.00		0.00			
																
	Change Order# 1															
3001.	Deductive: 42" RCP Dloe (cioe Installed bv olhersl	-608	LF	$131.95	$	f80225.60)	-608.00	-80,225.60		0.00	-608.00	-80,225.60	0.00	0.00			
3001.	Deductive: Double 42" MES	-2	EA	58480.00	$	{16,960.00)	-2.00	-16960.00		0.00	-2.00	-16,960.00	0.00	0.00			
	Total Change Order# 1				I	197,185.60)		-97185,60		0.00		-97185.60		0.00		
																
	Chanao Order #2															
3001.	Demo42"MES	2	EA	$	500.00	s	1 000.00	2.00	1,000.	00		0.00	2.00	1 000.00	0.00	0.00	
3001.	42" RCPPice	16	LF	$	165.00	s	2 640.00	16.00	2 640.00		0.00	16.00	2 640.00	0.00	0.00		
3001.	Double 42" MES	1	EA	$	8480.00	s	8,480.00	1.00	8 480.00		0.00	1.00	8 480.00	0.00	0.00		
					$	12120.00		12 120.00		0.00		12 120.00		0.00			

TOTAL				
2 211 426.40		
2 211 425.40		
0.00		
2 211 425.40		
0.00				
44440	LENNAR LAND DEVELOPMENT
DocuSign Envelope ID: 655BA92E-A425-46E5-9CFA-4365375BD32C

sara@assuredexcavatinginc.com
Contractor : 8268280	Assured Excavating Inc	(LNP)	Payment Request No : 		 Contract	: 2059599 OL 11130 Knightsbridge PH 1 water & sto		Period From	:  10/25/2023	
Project No :	1113003	Knightsbridge 50s Master	Period To	: 	

Change No./	Cost	Cost	Description of Work	Scheduled	Previous	Total	Billing	Retainage
Job Number	Code	Type Original
Invoice # 02059599-16 VRaleuteainageEarned	Earned	Amount	Amount

 

Change	001 Ph 1 & Entrance Deduct 42" RCP
1113003 3001	1300	Generic Storm Drains	97185.60-	97185.60-
  
Change	002 Ext existing dbl rcp at rounda
1113003 3001	1300	Generic Storm Drains	12120.00		12120.00							
											
	Total of Approved Changes	85065.60-		85065.60-							
	Retainage			8506.56-							
	
Net Approved Changes	
85065.60-		
76559.04-							

Total Revised Subcontract	2211425.40	2211425.40
Retainage	221142.57
221,142.54
Net Revised Subcontract	2211425.40	1990282.83
CERTIFICATE OF THE SUBCONTRACTOR:	PROJECT MANAGEMENT APPROVAL: 	
LENNAR CORPORATION	DATE	SUBCONTRACTOR	DATE DIVISION PRESIDENT
TITLE

LENNAR CORPORATION	DATE		LENNAR CORPORATION	DATE	
V.P.OPERATIONS			PURCHASING MANAGER		

LENNAR CORPORATION	DATE VP LAND ACQUISITION

	INVOICE	900000.2060.11	1 of 1	DATE 02/27/24					
CO. #	NUMBER	DATE	PAYMENT ADVICE	GROSS	DISCOUNT	NET	
11130			* See Attachment *			580,434.90	
8268280  Assured Excavating Inc	4739 Patch Rd
Orlando FL 32822			580,434.90				

Lennar Homes, LLC Orlando Division
6675 Westwood Blvd 5th Floor Orlando, FL 32821
Vendor:
Payment Number: Date:
Amount:
00551218
02/27/24
$***580,434.90
THIS IS NOT A CHECK - REMITTANCE ADVICE ONLY NON - NEGOTIABLE

02896103 Lennar Homes, LLC	ACH Bank
STUB
CHECK NO.
551218

	INVOICE	900000.2060.11	1 of 1	DATE 02/27/24					
CO. #	NUMBER	DATE	PAYMENT ADVICE	GROSS	DISCOUNT	NET	
11130			* See Attachment *			580,434.90	
8268280  Assured Excavating Inc	4739 Patch Rd
Orlando FL 32822			580,434.90				

8268280	Assured Excavating Inc

PGER

OLHPMX
1 of 1
DATE
02/27/24

INVOICE NUMBER	DATE	REMARK	GROSS	DEDUCTIONS	AMOUNT PAID		
OLH-324775/2057703-000	04/12	3	Retainage	5,175.00	5,175.00	
OLH-331885/2057703-000	05/10	3	Retainage	8,765.70	8,765.70	
OLH-338238/2057703-000	06/06	1	Retainage	21,710.06	21,710.06	
OLH-346320/2057703-000	07/06	1	Retainage	21,477.50	21,477.50	
OLH-352930/2065608-000	08/01	1	Retainage	4,338.04	4,338.04	
OLH-352934/2057703-000	08/01	1	Retainage	18,201.44	18,201.44	
OLH-361927/2057703-000	09/06	1	Retainage	40,170.31	40,170.31	
OLH-361930/2065608-000	09/06	1	Retainage	3,963.50	3,963.50	
OLH-373296/2065608-000	10/17	1	Retainage	1,912.86	1,912.86	
OLH-373298/2057703-000	10/17	1	Retainage	5,603.70	5,603.70	
OLH-380925/2057703-000	11/14	3	Retainage	3,080.00	3,080.00	
OLH-380928/2065608-000	11/14	1	Retainage	2,315.00	2,315.00	
OLH-387989/2065608-000	12/13	1	Retainage	4,850.00	4,850.00	
OLH-387991/2057703-000	12/13	1	Retainage	13,006.58	13,006.58	
OLH-401509/2065608-000	02/08	1	Retainage	7,009.00	7,009.00	
OLH-401505/2057703-000	02/08	2	Retainage	12,229.32	12,229.32	
OLH-409710/2065608-000	03/13	1	Retainage	51,477.00	51,477.00	
OLH-409707/2057703-000	03/13	1	Retainage	2,245.18	2,245.18	
OLH-411487/2065608-000	03/22	4	Retainage	25,201.53	25,201.53	
OLH-412327/2057703-000	03/27	1	Retainage	10,716.11	10,716.11	
OLH-416080/2065608-000	04/11	3	Retainage	7,119.00	7,119.00	
OLH-416081/2065608-001	04/11	1	Retainage	702.00	702.00	
OLH-416082/2057703-000	04/11	1	Retainage	9,620.74	9,620.74	
OLH-416084/2057703-001	04/11	2	Retainage	954.00	954.00	
OLH-422793/2065608-000	05/08	1	Retainage	13,854.14	13,854.14	
OLH-422809/2057703-000	05/08	2	Retainage	7,202.25	7,202.25	
OLH-430789/2065608-000	06/13	1	Retainage	13,251.72	13,251.72	
OLH-430790/2057703-000	06/13	1	Retainage	6,897.21	6,897.21	
OLH-439143/2065608-000	07/19	1	Retainage	27,020.00	27,020.00	
OLH-443269/2057703-000	08/03	1	Retainage	451.00	451.00	
OLH-443271/2065608-000	08/03	1	Retainage	13,202.21	13,202.21	
OLH-450628/2057703-000	09/05	1	Retainage	4,864.65	4,864.65	
OLH-450629/2065608-000	09/05	1	Retainage	16,386.57	16,386.57	
OLH-459903/2057703-000	10/11	2	Retainage	3,909.92	3,909.92	
OLH-459905/2065608-000	10/11	1	Retainage	11,465.25	11,465.25	
OLH-472413/2065608-000	12/01	4	Retainage	2,631.11	2,631.11	
OLH-482384/2065608-002	01/15	1	Retainage	2,598.00	2,598.00	
OLH-484207/16983794-000	01/23	1	16983794-7	108,450.80	108,450.80	
OLH-484210/16819141-000	01/23	1	16819141-6		66,406.50	66,406.50 	
				580,434.90	580,434.90	

EXHIBITA3
Unconditional Waiver and Release of Lien Uggn final Payment
KNOWN ALL MEN BY THESE PRESENTS:
For value received, and in order to induce payment, the undersigned hereby releases all liens, claims, indebtedness, and rights to claim against any person, bond. and/or property for all labor, services and materials furnished by or under the undersigned for the
benefit of the property describedas:	Knightsbridge Ph I Asphalt, Survey Grading, Off Tract {02065608)
The undersigned further swears, affirms, and represents that it has been paid in full. and that payment in full for all labor. materials, and services used in improvements of said property have been made, except for the following: {list any unpaid persons and amounts unpaid - if blank, then none)
none
The undersigned further agrees that it will not perform any further work on the project, through itself or through persons working under the undersigned, save and except corrective and warranty work for which payment has been made, and will indemnify Lennar Homes LLC and/or Lennar Land Partners for any sums daimed to be due or owing on this project by the undersigned, or any persons working under the undersigned. The undersigned will cause to be released or bonded any liens filed hereafter, including any lien filed by the undersigned. and will indemnify Lennar Homes, LLC, and Lennar Land Partners from any such liens.
The undersigned makes this sworn statement based on personal knowledge, and with the understanding that Lennar Homes LLC, and Lennar Land Partners are relying on this representation in order to make final payment for this project.

Signed, sealed. and delivered this	day of 	 F,;:;,eb"'-ru-==ary,..	,. 20_2L.

Company Name Assured Excavating Inc Signature	 /.;;.a <,
Print Name/Brett Evans
r _e 	President	

STATE OF:-:Fl:-o_ri_d_a	_
COUNTY OF Qraooe
Sworn to and subscribed before me this l§	 day of febo.-ey, 2024 by _B_r_e_tt_E_v_a_n_s	.as President	of

4

INITIAL
MTPA Owner Contractor Vernon (5-3 l-19C)

LENNAR
BASE AGMT #OLH-

CO "TRACTOR'S FINAL AFFTDAVIT 

STATE OF FLORIDA COUNTY OF _O....._ra;;;;;n_,g.._e-=---

SS:
  ,)
Before me, the undersigned authority. personally appeared  Brett Evans
of his or her personal knowledge the following:
who. after fust beingduly sworn. deposes and says
He is the President
does business in the State ofFlorida ("Contractor ).
of  Assured Excavating Inc	which
Contractor, pursuant to a contract dated	December 15	20 21	with  Lennar Homes, LLC
		 ( Owner-). has furnished or caused to be furnished, labor. materials.. and services for the construction of certain improvementS as more particularly set forth in said contract

This affidavit is executed by the Contractor in accordance with Section 713.06(3) (d) of the Florida Statutes for the purpose ofobtaining final payment from the Owner in the amount of$	209 296.92	.

All work 10 be perfo1med under the c-0ntract has been fully completed, and all lienors under the direct conll'3et have been paid in full. except the following listed lienors:

Signed. sealed, and delivered this  28	day of f-e_br_u-a..,ry,	
201i.....

Title:	President

STATE OF..,_F..,,lo.e.r,...id.,.a	_

COUNTY OF  Orange

Sworn to and subscribed before me this 28th day of February . 2024 by _._s..r..e....u....E...v...a..a..s,.	,. as Presideot	of
Ass11ced Excavatjng !nc	. on  behalf of the company, who is personally known to me or who produced
as identification. and did/did not take an oath.
{k	fc2ucu6
NotaJ)' Signature Printed Name

Sara E Evans

LE "NAR BASE AGMT #OLH-

APPLICATION AND CERTIFICATE FOR PAYMENT	AIA DOCUMENT 702
TO:	
OWNER	Lennar Homes LLC	
PROJECT: PROJECT	Knightsbrldge Ph 1 Asphalt
Grading, Off tract	, Sutvey
APPLICATION NO:	18	
		6750 Forum Drive Suite 310	PROJECT PROJECT#	02065608	APPLICATION DATE:	12/25/2023	
		Orlando Florida 32821			PERIOD TO:	12/25/2023	
			r-:DocuSigned by:				

FROM:	Assured Excavating, Inc
L!E	t	J
2/7/2024

VIA ENGINEER:
CONTRACT FOR:		
CONTRACTOR'S APPLICATION FOR PAYMENT
Application is made for payment. as shown below, in connection with the Contract. Continuation Sheet, AIA Document G703, is attached.

TOTAL EARNED LESS RETAINAGE
$	2,092,969.19  l_('7L-...	

The undersigned Contractor certifies that to the best of the Contracto(s knowledge, information, and belief, the work covered by this Application for Payment has been completed in compliance with the Contract Documents, that all amounts have been paid by the Contractor for the Work for which previous Certificates for Payment were issued and payments received flom the Owner, and the current payment shown herein is now due.

LESS PREVIOUS CERTIFICATES FOR PAYMENT
CURRENT PAYMENT DUE
BALANCE TO FINISH, PLUS RETAINAGE
7C875459997340

$	1,883,672.2i/20/2024
 $	209,296.92 
 $	

CONTRACTOR:
\\111II11///f
,,,\\\ _ EVA	l11, tate of Florida
'",;?.s,, -., .. -	t19.scribed and sworn before
County of Seminole emis day of
,.,,
c., •'<:,$ION c\'p .• Nol4 ublic
,•.,,·}•'- 1,20	-.	..	.
By:	ij	( L./7,,,,----  	Date:	December 25; 02 !/ '<'l.	<'-, I.I' My	mIs1on Expires
:=	:s;;-;	·.	=-
ENGINEER'S CERTIFICATE FOR PAYMENT	., :	••; 1>	AIA9 TCERTIFJED	•	$

$209,296.92
In accordance with the Contract Documents, based on the on-site obserJ i6n&,	f.1-\\-1°	,"' .,(A@	explanation if amou ertified differs from the amount applied for)
and the data comprising the above application, !he Engineer certifies to thEf);) er J;.0 6'onde6;b<' ,' NEER:
to the best of the Engineer's knowledge, information and belief, the work ha¾ -?'·- : (n. ;,• o'< -:--.	Ji'

OocuSigned by:
progressed as indicated, the quality of the work is in accordance with the Conff.i(  Puauc, s \\' ,,,,,...._
i' I
2-5-24
L 2, £ !
Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFE{,,,,11111111\\\\  By:

This certificate is not negotiable. The AMOUNT CERTIFIED Is payable only to the Contractor named herein. lssu;noo, p payment Is without prejudice to any rights of the Owner or Contractor under this Contraci
Date:

2/20/2024
Knighlsbridgo	APPLICATION FOR PAYMENT NO.
EXHIBIT"C"
Conlfact #02065608

			I			I												
		CONTRACT AMOUNT	PREVIOUSLY COMPLETEO	COMPLETED THIS INVOICE	COMPLETEO TO DATE	RETENTION	NET DUE	REMNNING ON CONTRACT										
	No_	Doseriptlon	Amounl	Cost Code		Amounl		Amount		Amount				Amount				
	APPllcaUon For Payment Summary																	
																		
		Survov Slaklna	$	164,000.00	2120		s	164 000.00		$		s	164000.00				0.00				
		Gradlna	s	66167.09	2653		$	66167.09		$		s	66 t67.09				0.00				
		Erosion Conto<f	$	123,663.00	2749		s	89,528.00		s	34,155.00		s	123,663.00				0_00				
		Asphall	s	1,561,697.25	3279		s	1519,118.85		$	42 578.40		s	1,561 697.25				0.00				
		Turf	s	46,219.00	3554		$	46 219.00		$		$	46219.00				0,00				
		OIi Tract	$	174 936.25	3750		$	174,936.25		s		$	174,936.25				0.00				
		Chanae Order # 1	$	7020.00	3750		$	7 020.00		$		$	7020.00				0.00				
		Chanae Order #2	$	25 980.00	3590		$	25,980,00		s		$	25980.00				0,00				
		Chanaa Order #3	$	176 733.40			$		$	(76 733.40		s	(76,733.40)				0,00				
																		
	TOTAL		$	2 092 969.19			2,092,969.19	0.00		2 092 969.19	0.00	0.00		0,00					
	VENDOR: 8268260	CONTRACT#  '02065608
AHurod Excavating, Inc
!NV.DATE: 12-25-23	INV.#	APPL.# 18
DESCRIPTION: Knlghtabrldgo Ph 1 Asphalt, Survey Grading Off tract
ACCT# 1113003 ACCT, DATE:	Field APllroval	Checked Bv	Office A=roval		Entered Bv	DeducUon ol 10% Retention											

Date:	

Oate:	

Date:	

Date:	Total Due To-Date	s	2 092 969.19											
						Previous Aoolication	s	1 883,672.27											
						Balance Due This Annilcation	s	209 296.92											
---																		

			CONTRACT AMOUNT	PREVIOUSLY COMPLETED	COMPLETED THIS INVOICE	COMPLETED TO DATE	REMAINING ON CONTRACT											
	No,	Oescrintlon	Otv	Unit	Price	Amoool	Qlv	Amount	Qtv	Amooot	Qty	Amount	Qty	Amount				
																		
		Phase 1 Asoha/r Survey, Gradlna																
																		
		Survev Staklna																
	2120.	Conslluctlon staklnanavcul	1	LS	$72 500.00	$	72 500,00	1.00	72,500,00		0.00	1.00	72 500.00	0.00	0.00					
	2120.	Certified as-built drawings	1	LS	$39 500,00	$	39500,00	1.00	39 500,00		0.00	1.00	39500.00	0.00	0.00					
		Total Survev Srak/na					s	112000.00		112 000.00		0.00		112000.00		0.00		
																		
		Gradln11																
	2653.	Grade Lois & Open Space	127	EA	S220.00	$	27940,00	127.00	27 940.00		0.00	127.00	27940.00	0.00	0.00					
	2653_	ROWGradlna	15228	SY	S1.78	$	27105.84	15228.00	27 105,84		0.00	15,228,00	27,105.84	0,00	0.00				
		Total Grad/no					$	55046.84		55 045.84		0.00		55 045.84		o.oo		
																		
		Erosion Control																
	2749.	Inlet Protectlon	30	EA	$250.00	$	7,500.00	30.00	7,500.00		0,00	30,00	7 500.00	0,00	0.00				
---	2749,	Sod !EnUre ROW Baell Of Curb)	2985	SY	$2.70	$	8.059.50	2,985.00	8 059.50	75,900.00	0.00	2 985.00	8 059,50	0.00	0.00				
	2749.	Seed & Mulch Lots & Open Space	135900	SY	$0,45	$	61155.00	60000.00	27,000,00		34155.00	135 900.00	61,155.00	0.00	0.00				
	2749,	Erosion Conlrol Maintenance	1	LS	$17 000.00	$	17 000.00	1.00	17 000,00		0.00	1.00	17 000,00	0.00	0.00				
		Tore/ Erosion Conl/01					$ 	93,714.60		59 659.50		34155.00		9371UO		0.00		
																		
		Aophall Pavlna																
	3	.279.	6" soil cemen1base	12531	SY	$20,25		s	253 752.75	12 531.00	253 752.75		0.00	12,531.00	253.752.75	0.00	0.00	
	3279.	8" StablNzed Suoorade	12531	SY	$4,75	$	59,522.25	12 531.00	59 522.25		0.00	12 531.00	59 522.25	0,00	0.00				
	3279.	1.5" Asphalt Tvoe 5-3	12531	SY	$12,00	$	150 372.00	12 531.00	150 372.00		0.00	12,531.00	150,372.00	0.00	0.00				
	3279.	Tvoe "F" Curb and Outler	8675	LF	$16.15	$	140.101.25	8675.00	140 101.25		0.00	8675,00	140 101.25	0.00	0.00				
	3279.	DrooCurb	120	LF	$12.65	$	1,518.00	120,00	1,518.00		0.00	120,00	1,518.00	0.00	0.00				
---	3279.	4" Sidewalk !Unreinforced). 4' Wide	5003	SF	$5.90		s	29 517.70	5,003,00	29 517.70		0,00	5003,00	29 517.70	0.00	0.00		
	3279.	12" StabBlzed cuJb pads	3909	SY	$4.90	$	19,154.10	3909.00	19,154	.10		0.00	3909.00	19,154.10	0.00	0.00			
	3279.	Thickened Edae	120	LF	$9.00		s	1080.00	120,00	I 080.00		0,00	120,00	1080.00	0,00	0.00		
	3279.	12" Stabilized cul-de-sac	620	SY	S5.75	$	3 565.00	620,00	3 565.00		0.00	620.00	3,565,00	0.00	0.00				
	3279.	Asohall-MOT	1	LS	$3000,00	$	3000.00	1.00	3 000.00		0,00	1.00	3,000.00	0,00	0.00				
	3279.	Handicap ramos with truncated Domes	14	EA	$1.300,00	$	18 200,00	14.00	18 200,00		0.00	14.00	18200.00	0,00	0,00				
		SlriDDlng & Slanaae & RPM'•																
	3279,	Striooina & Slonaoe	I	LS	$27650,00	$	27.650,00	1.00	27650.00		0.00	1.00	27650.00	0.00	0.00				
		Slaevl g & Crossing																
	3279-	6' PVC Irrigation Condut ! Sehed 40) ! Allowance)	1000	LF	$16.50		s	18 500,00	1,000.00	16 500,00		0.00	1 000.00	16 500.00	0.00	0,00		
		Tora/ Asoha/1 Pavlna				$	723 933.05		723 933,05		0.00		723 933.05		0.00				
																		
		Turf																
	3554.	SlablNzed around Pond	4022	SY	$5.00	$	20 110.00	4,022.00	20,110.00		0,00	4,022.00	20,110.00	0,00	0.00				
	3554.	Sod Pond Slopes	9670	SY	$2.70	$	26109.00	9670.00	26,109.00		0.00	9670,00	26109.00	0,00	0.00				
		Tota/Turf					s	46 219.00		46,219.00		0.00		46 219.00		o.oo		
		Orrtracl Excavation																

	3750.	Onslle Cu1, Place & Como.act Site	1130	SY	$4.50	$	5085,00	1,130.00	5085.00		0,00	1,130,00	5,085.00	0.00	0,00				
		Total Excavation				$	5 085.00		5 085.00		0.00		5 085,00		0.00				
																		
		Gradlna																
	3750_	ROWGradino	1785	SY	$3.00	$	5,355.00	1 785.00	5 355.00		0.00	1 785.00	5 355.00	0.00	0,00				
		Total Gradlna					s	5 355,00		6	355.00		o.oo		5 355.00		0.00	
Knighlsbrldge	APPLICATION FOR PAYMENT NO.
EXHIBIT •·c•
Conlracl #02065609

			CONTRACT AMOUNT	PREVIOUSLY COMPLETED	COMPLETED THIS INVOICE	COMPLETED	TO DATE	REMAINING ON CONTRACT									
	No.	Descnolion	Qty	Unit	Price	Amount	Qty	Amount	Qlv	Amount	Qtv	Amount	QIY	Amount			
																	
		Poinciana Blvd Clear and Grubb															
	3750,	D<mo Ex.lslino Sidewalk	1	LS	S4 190.00	$	4,190.00	1.00	4,190.00		0.00	1.00	4,190.00	0.00	0.00					
		Total Clear and Grubb				$	4190.00		4190.00		0.00		4190.00		0.00			
																	
		Polnclan• Blvd Erosion Control															
	3750,	SIil Fence	1,000	LF	$1.50	s	1500.00	1 000.00	1,500,00		0,00	1,000.00	1 500.00	0,00	0.00			
	3750.	Inlet Protec/ion	2	EA	5250.00	$	500.00	2.00	500.00		0.00	2.00	500.00	0.00	0.00				
	3750.	2' Sod rwn ROW adlacent lo EOP)	1,785	SY	$3.45	$	6158.25	1 785,00	6158.25		0.00	1,785,00	6 158.25	0,00	0.00				
		Total Eroolon Control				s	8168.25		B 158.25		0,00		8158.25		0.00		
																	
		Poinciana Blvd Lift Station Force Main															
	3750.	a·PVC Ploe tC900 DR25)	40	LF	$27.00	s	1 080.00	40,00	1,080.00		0.00	40.00	1,080.00	0.00	0.00			
	3750.	10" DR11 HOPE Directional o,m	100	LF	S135.00	$	13,500.00	100,00	13 500.00		0.00	100.00	13,500.00	0.00	0.00				
	3750.	8" Gate Valves	1	EA	St 645.00	$	1,645.00	1.00	1,645.00		0.00	1.00	1 645,00	0.00	0	,00			
	3750.	8"Wet Tao	1	EA	$4 650.00	$	4650.00	1.00	4650.00		0.00	1.00	4 650.00	0,00	0.00				
	3750.	Force main r.tllngs	1	LS	$2 500.00	$	2 500,00	1.00	2,500.00		0.00	1.00	2,500.00	0.00	0.00				
	3750.	Force main testina	140	lF	$3.00	$	420.00	140.00	420.00		0.00	140.00	420.00	0,00	0.00			
		Total Lift Station				$	23 795.00		23 795.00		0.00		23 795.00		0,00			
																	
		Poinciana Blvd Asphalt Paving															
	3750,	Maintenance Of Traffic	1	LS	$12,500.00	$	12 500.00	1.00	12 500,00		0.00	1.00	12,500.00	0.00	0.00			
	3750,	Heavv Dulv Pavement: 1.5" Asphal Type SP	1130	SY	S23.00	s	25,990.00	1,130.00	25990	.00		0.00	1130.00	25 990.00	0.00	0.00	
	3750.	Heavv dutv Pavement: 12" Stabilized Subgrade	1130	SY	$7.00	$	7 910.00	1130.00	7,910.00		0.00	1,130.00	7,910.00	0.00	0.00			
	3750.	314" FC 5	1130	SY	$9.20	$	10396.00	1,130.00	10 396,00		0.00	1,130.00	10 396.00	0,00	0.00			
	3750.	10" Llmerock Base fLBR 1501	1130	SY	$22.50	s	25 425.00	1130.00	25 425.00		0.00	1,130.00	25,425.00	0.00	0.00		
---	3750.	1' Flush Ribbon Curb	160	LF	$12.50	s	2 000.00	160,00	2000.00		0.00	160,00	2 000.00	0.00	0.00		
	3750.	Handicap Ramps	2	EA	$1 400,00	s	2,800,00	2.00	2,B00.00		0,00	2.00	2,800.00	0.00	0.00		
	3750.	Off Tract- 6" slabilized shoulder	300	SY	SS.50	s	1850.00	300.00	1650.00		0,00	300.00	1650.00	0.00	0.00		
	3750.	Off Tract- 19" x 30" ERCP Dice	104	LF	$95.50	s	9,932.00	104,00	9932.00		0.00	104.00	9,932.00	0.00	0.00		
	3750.	Off Tract- 19" x 30'' ERCP MES	2	EA	$1550,00	s	3100.00	2.00	3100.00		0.00	2.00	3,100.00	0.00	0.00		
	3750.	Off Tract FM - open road cut	t	LS	$4000.00	s	4.000.00	1.00	4 000.00		0.00	1.00	4 000.00	0,00	0.00		
	3750.	Off Traci FM - RestoraUon	2000	SY	$3.00	$	8000,00	2000.00	6,000.00		0.00	2,000.00	6 000.00	0,00	0.00			
	3750.	Off Tract FM • MOT	1	LS	$9500.00	$	9,500.00	1.00	9500.00		0.00	1.00	9,500.00	0,00	0	.00		
	3750.	SlriDlna & Sianaoe	1	LS	$7,150.00	$	7150,00	1.00	7 150	.00		0.00	1.00	7150.00	0.00	0.00		
		Total Asphalt Pavlna				s	128 353,00		128 353.00		0,00		128 353.00		0.00		
																	
		Total Off Tract				$	174 938.25		174 936.25		0.00		174 938.25		0,00			
		
Entrance/Spine Rd															

		Survev Staklna															
	2120.	Constructlon staklna ayoul	1	LS	$3B,000.00	$	3B000.00	1.00	38000,00		0.00	1.00	38,000.00	0.00	0,00			
	2120.	Certified as-built drawings	1	LS	$14 000.00	$	14 000.00	1.00	14000,00		0.00	1.00	14 000.00	0.00	0,00			
		Total Survov Stak/na				$	52,000.00		52 000.00		0.00		52 000.00		0.00		
																	
		Gradlna															
	2653.	ROW Grading	6355	SY	$1.75	$	11 121.25	6355.00	11 121.25		0,00	6,355.00	11121	.25	0.00	0,00		
		Total Grading				$	11121.25		11121.25		0.00		11121.25		0.00			
																	
		Asphalt Paving															
	3279,	_8" Crushed Conaete	0	SY	50,00	$	0.00	0.00		0.00	0.00	0.00	0.00	0.00			
	3279.	12" Stablized S,"""&de	11300	SY	$4.75	$	53675.00	11,300.00	63675.00		0.00	11 300.00	53675.00	0.00	0.00			
	3279,	1.5" Aspahlt Tvoe SP	9950	SY	$10.00	$	99.500.00	9950.00	99,500.00		0.00	9950.00	99,500.00	0.00	0.00			
	3279.	2" Asphalt, Type SP	1350	SY	$12.00	$	16200.00	1,350.00	16200.00		0.00	1,350.00	16 200.00	0.00	0.00			
	3279.	Tvnn "P' Curb and Gutter	5200	LF	$16.15	s	83,980	.00	5200.00	83980.00		0.00	5 200.00	83,980.00	0.00	0.00		
	3279.	Tv="A"Curb	4750	lF	$16.15	$	78 712	.50	4 750.00	76 712.50		0.00	4,750.00	76 712.50	0,00	0.00		
	3279.	4" SldWalk {Unreinforced)	26745	SF	$5.90	$	157,795.50	26,745.00	157 795.50		0.00	26 745.00	157 795.50	0.00	0.00			
	3279.	8" Soll Cement	t 1300	SY	$21.85	$	246 905.00	11300.00	246,905.00		0.00	11,300.00	246 905.00	0,00	0,00			
	3279.	Root Barner	13560	LF	$3.14	$	42,678.40	0.00	0.00	13,560.00	42 578.40	13 560.00	42 578.40	0.00	0,00			
	3279.	12" Stabmzed Curbs Pads	4422	SY	S4.90	$	21,667.80	4 422.00	21,667.80		0.00	4 422,00	21667.80	0,00	0,00			
	3279.	MOT	1	LS	$3000.00	$	3000,00	1.00	3000,00		0.00	1.00	3 000.00	0.00	0,00			
	3279.	Handlceo Ramos Vv1lh Trunceled Domes	5	EA	$1 450.00	$	7 250,00	5.00	7,250.00		0,00	5.00	7,250.00	0.00	0,00			
	3279.	Slriooinc & Sianaoe	1	LS	$12 500.00	$	12 500.00	1.00	12 500.00		0.00	1.00	12 500.00	0.00	0.00			
	3279,	6" PVC lrriaaUon Conduit (Schad 40} (Allowance)	500	LF	$32.00	$	16,000.00	500.00	16 000.00		0.00	500,00	16,000.00	0.00	0.00			
		Total Asphall Pavina				s	837 764.20		795185.80		42 578.40		837 764.20		0,00		
																	
		Erosion Conlrol															
	2749.	Inlet ProtecUon	10	EA	$250.00	$	2,500.00	10.00	2 500.00		0.00	10.00	2,500.00	0.00	0.00			
	2749.	F/oaUno Turbid11v Barrier	700	LF	$10.50	$	7 350.00	700.00	7 350.00		0.00	700.00	7,350.00	0.00	0.00			
	2749.	Sod 12' ROW Back or Curb)	1,155	SY	S2.70	$	3118.50	t 155.00	3118.50		0,00	I 155.00	3,118.50	0.00	0,00			
	2749.	Erosion Control Maintenance	I	LS	$8000.00	$	8000.00	1.00	8,000.00		0.00	1.00	8 000.00	0,00	0.00			
	2749.	Temr,nr:w Conotruction Entrance	2	EA	$4,500.00	$	9,000.00	2.00	9000.00		0.00	2.00	9,000.00	0.00	0.00			
		Total Erosion Control				s	29 988.50		29,968.50		0.00		29 968.50		0.00		
																	
		Chanae Order #1															
Knlghtsb<idge	APPLICATION FOR PAYMENT NO.
EXHIBIT"C"
Contract #02065608

			CONTRACT AMOUNT	PREVlOUSLY COMPLETED	COMPLETED	THIS INVOICE	COMPLETED TO DATE	REMAININS ON CONTRACT								
	No.	Descriotion	Qty	UnU	Pr1ce	Amount	Qtv	Amount	ai-	Amounl	Olv	Amount	Qly	Amount		
		Foracemaln Bore Revlslslons														
-	3750.	8" PVC Pipe	-40	EA	$27.00	$	(1,080.00)	-40.00	-1,080.00		0.00	-40,00	-1 080.00	0.00	0.00		
	3750.	10"DR-11 HOPE Directional Bore	60	EA	$135.00	s	8100.00	60.00	8100.00		0.00	60.00	8100.00	0.00	0.00	
						$	7020.00		7 020,00		0,00		7 020,00		0.00		
																
		Chanoo Order #2														
	3590.	Remove & Reolace 27" Median curb	10	LF	$75.00	$	750.00	10.00	750.00		0.00	10.00	750.00	0.00	0.00		
	3590.	Remove & Replace 16" Median Curb	235	LF	$58.00	$	13 630.00	235.00	13,630.00		0.00	235.00	13,630.00	0.00	0.00		
	3590.	Remove & Replace "'°" "F" Curb	200	LF	$58.00	$	11600.00	200.00	11,600.00		0.00	200.00	11600.00	0.00	0.00		
						s	25 980,00		25 980,00		0.00		25 980,00		0.00	
		Chanae Order #3														
		Erroslon Control														
		Seed & Mulch lots & Open Spaces	.75 900		$0.45	$	(34155.00)		0.00	-75,900.00	.34 155.00	.75 900.00	.34 155.00	0.00	0.00		
		Asohal1Pavlna														
		Root Barrlor	·13560		$3.14	$	(42 578.40)		0.00	-13,560.00	·42 578.40	-13.560.00	42,578.40	0,00	0.00			
						s	178,733.40)		0.00		•76 733.40		-76 733.40		0.00	

TOTAL					2,092 969.19		
2 092 969.19		0.00		2 092 969.19		0.00		
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Date 		  _ Owner 		 _ Date 	 _

Office Use Only

44440	LENNAR LAND DEVELOPMENT
DocuSign Envelope ID: 64BB9C86-18C5-46DF-B5D0-11FEFE13C46E

sara@assuredexcavatinginc.com
Contractor : 8268280	Assured Excavating Inc	(LNP)	Payment Request No : 		 Contract	: 2065608 OL 11130 Knightsbridge Ph 1 Asphalt/off		Period From	:  12/25/2023	
Project No :	1113003	Knightsbridge 50s Master	Period To	: 	

Change No./	Cost	Cost	Description of Work	Scheduled	Previous		Total	Billing	Retainage Job Number	Code	Type Invoice # 2065608-18 ReVta.lue		Earned	Earned	Amount		Amount
Original
1113003	2120	1300	Survey Staking/Engineer	164000.00	164000.00						
1113003	2653	1300	Grading	66167.09	66167.09						
1113003	2749	1300	Erosion Control	123683.00	89528.00						
1113003	3279	1300	Generic Asphalt Paving	1561697.25	1519118.85						
1113003	3554	1300	Turf	46219.00	46219.00						
1113003	3750	1300	Offtract	174936.25	174936.25						

						
Total Original Subcontract	2136702.59	2059969.19
Retainage	205996.93
  
Net Subcontract	2136702.59	1853972.26
Change	001 Forceman bore revisions Change	002 Ph 1 Curb and gutter repairs

CERTIFICATE OF THE SUBCONTRACTOR:	PROJECT MANAGEMENT APPROVAL: 	

LENNAR CORPORATION	DATE	SUBCONTRACTOR	DATE DIVISION PRESIDENT

TITLE

LENNAR CORPORATION	DATE		LENNAR CORPORATION	DATE	
V.P.OPERATIONS			PURCHASING MANAGER		

LENNAR CORPORATION	DATE VP LAND ACQUISITION

LEGAL DESCRIPTION;
A PORTION OF LAND SITUATED 'MTHIN SECTIONS JS AND 36, TOWNSHIP 2!!i SOUTH, PAGE 28 EAST, 13EINC MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE NORTHEAST CORNER OF POINCIANA OFFICE AND INDUSTRIAL PARK 1, SECTtON B, AS RECORDED IN PLAT BOOK 3, PAGES 236 - 2J8, THENCE SOUTH 00'2J'35" EAST AL<>t-lG THE EAST UNE OF SAID POINCIANA OFFICE AND INDUSTRIAL PARK 1, SECTION B, FOR A DISTANCE OF 53.80 f'EET TO THE POINT or BEGINNING;
THENCE N 89'46'24• E, FOR A DISTANCE OF 753.97 FEET; THENCE, S 62"09'46" E, F'OR A DISTANCE OF 50.16 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 25.00 F'EET, WITH A CHORD BEARING N 0512·14• E, AND A CHORD DISTANCE OF 32.46 F'EET; THENCE RUN NORTHERLY THROUGH A CENTRAL ANGLE OF 80'57'D7", ALONG THE ARC OF SAID CURVE, F'OR A DISTANCE OF J5.32 r'EET TO A POINT OF CURVATURE OF' A REVERSE CURVE CONCAVE EASTERLY HAVING A RADIUS OF 100.00 FEET, 'MTH A CHORD BEARING N14'11'44" W, ANO A CHORD DISTANCE OF' 62.91 FEET; THENCE RUN NORTHERLY THROUGH A CENTRAL ANGLE
OF 36"40'00", ALONG THE: ARC OF SAID CURVE, FOR A DISTANCE OF 64.00 FEET TO A POINT OF CURVAiURE OF A REVERSE CURVE CONCAVE WESTERLY HAVING A RADIUS OF 25.00 FEET, WITH A CHORD BEARING N 25·11•••  w, AND A CHORD DISTANCE OF 24.50 FEET: THENCE RUN NORTHERLY THROUGH A CENTRAL ANGLE OF
KNIGHTSBRIDGE PHASE 1
A PARCEL OF LAND LYING IN SECTIONS 35 AND 36, TOWNSHIP 25 SOlJTH, RANGE 28 EAST,
CITY OF KISSIMMEE, OSCEOLA COUNTY, R..OAIDA
SURVEYOR'S NOTES:
SHEET	OF 4
PLAT BOOK 'Z-, PAGE_\jQ_
KNIGHTSBRIDGE PHASE 1
	DEDICATION	

KNOW ALL MEN BY THESE PRESENTS, thot Lennar Homes, LLC o Florido limited lioblllty company and Porlso Sobetl ond Pegoh Sobeli, individually and as Co-Trustees, being the owners in fee
58'40'05-, ALONG THE ARC OF SAIO CURVE, FOR A DISTANCE OF 25,60 FEET TO A POINT OF TANGENCY; THENCE RUN N 54"31'49 w", FOR A DISTANCE OF 322.25 FEET
TO THE POINT OF' CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVINC A RADIUS OF 150,00 FE£T, 'MTH A CHORD BEARING N 70"20'08" W, ANO A CHORD
DISTANCE OF 81.?1 F'EET; THENCE RUN NORTHERLY THROUGM A CENTRAL ANGLE OF 31"36'39N. ALONG THE ARC OF SAID CURVE, FOR A DISTANCE OF 82.76 F'EET TO A POJNT OF TANGENCY: THENCE N as·oa·2r w, FOR A DISTANCE OF' 167.57 FEET TO THE POINT OF CURVATURE OF' A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS
OF' 220,00 FEET, WITH A CHORD BEARING N 77'40'40" W, ANO A CHORD DISTANCE OF' 64.?5 FEET: THENCE RUN NORTHWE'.STERLY THROUGH A CENTRAL ANGLE OF 16"55'3Y, ALONG THE ARC OF SAID CURVE, FOR A DISTANCE OF 64.99 F'EET TO A POINT OF TANGENCY; THENCE N 69'12'54" W, F'OR A DISTANCE OF 100,14 FEET TO THE POINT Of CURVATURE OF A CURVE CONCAVE NOR'fHE'."ASTERLY HAVING A RADIUS OF 220.00 FEET, WITH A CHORD BEARING N 53°20'24" W, ANO A CHORD DISTANCE OF 120.36 FEET: THENCE RUN NORTHWESTERLY THROUGH A CENTRAL ANGLE Of 31·45'00", ALONG THE ARC OF' SAID CURVE, FOR A DISTANCE OF 121.91 FEET TO A POINT OF TANGENCY; THENCE N 37'2?'54" W, FOR A DISTANCE Of' 100.00 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF' 220.00 FEET, 'MTH A CHORD BEARING N 21'35'24N W, AND A CHORD DISTANCE OF 120 ..36 FEET; THENCE RUN NORTH'NESTERLY THROUGH A CENlRAL ANGLE OF 31'45'00•, ALONG THE ARC OF SAID CURVE, FOR A OISlANCE OF 121.91 FEET TO A POINT OF TANGENCY; THENCE N 05'42'54• W, f'OR A DISTANCE OF 100,00 F'EET TO THE POINT OF CURVATURE OF' A CURVE CONCAVE EASTERLY MAYING A RADIUS OF' 220.00 FEET, 'MTH A CHORD BEARING N 10'09'36• E, ANO A CHORD DISTANCE OF'
120.36 FEET; THENCE RUN NORTHERLY iHROUGH A CENTRAL ANGLE OF' 31'45'00", ALONG THE ARC OF SAID CURVE. F'OR A DISTANCE OF 121.91 FEET TD A POINT OF TANGENCY; THENCE N 26"02'06• E, FOR A DISTANCE OF 100.00 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF' 140.00 FEET,
WITH A CHORD SEARING N 13'48'43N E. ANO A CHORD DISTANCE Of 59.26 FEET; THENCE RUN NORTHERLY THROUGH A CENTRAL ANGLE OF 24"26'46•. ALONG lHE ARC OF SAID CURVE, FOR A DISTANCE OF 59.7J FEET TO A POINT or TANGENCY: THENCE N 01·35·20" E. FOR A DISTANCE Of 100.00 FEET TO THE POINT OF CURVATURE OF
A CURVE CONCAVE \I/ESTERLY HAVING A RADIUS OF 140.00 rEET, WITH A CHORD BEARING N 11'4Q'42• W'EST, ANO A CHORD DISTANCE OF' 1$4,26 FEET: THENCE RUN NORTHERLY THROUGH A CENTRAL ANGLE OF 26'32'03'", ALONG THE ARC OF SAID CURVE, FOR A DISTANCE OF 64.84 FEET TO A POINT OF TANGENCY; THENCE N
1, BEARINGS SHOWN HEREON ARE ASSUMED ANO BASEO ON THE EASTf.:RLY t.lNE POINCIANA Of'FICE AND INDUSTRIAL PARK 1, SECTION B EASTERLY LINE AS BEING SOUTH 00"'23'35'" EAST.
ALL LOT LINES INTf.:RSECTING CURVES ARE RADIAL, UNLESS OTHERWISE NOT[O NON-RADIAL ( N,R, ),

ALL PLATTED UTILITY E:ASEMENTS SHALL PROVIDE THAT SUCH EASEMENTS SHALL ALSO BE EASE'-iENTS FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE, ANO OPE'.RATION OF CA8LE TELEVISION SERVICE:S; PROVIDE;□, HOWEVER, NO SUCH CONST1WCTION, INSTALLATION, MAINTENANCE, ANO OPERATION OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH 1"HE F'ACILITIES ANO SERVlCES OF AN
ELECTRIC, TELEPHONE. GAS, OR OTHER UBLIC UTILITY. IN ll-tE EVENT A CABLE TELE\llSION COMPANY OAMACf.:S THE FACILITIES Of A PUBLIC UTILITY, IT SHALL BE SOl.ELY RESPONSIBLE FOR THE DAMAGES, ll-ilS SECTION SHALL NOT APPLY TO ll-tOSE PRIVATE EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, OR 0TH£R PU8LIC UTILITY, SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, ANO OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY COOE AS ADOPTED BY TI>IE Fl.ORICA PUBLIC SERVICE COMMISSION.
4, TRACTS SW-1 (STORMWATER ORAJNAG£) ANO sw-2 (S10RMWATER DRAINAGE) lS DEOICATEO TO AND SHALL BE MAlNTA!NEO av KNICHTSBRIDGE COMMUNITY DEVELOPMENT DISTRICT, ITS SUCCESSORS AND/OR ASSIGNS, TO BE CONVEYED BY SEPARATE INSTRUMENT.
5, TRACTS OS-1 ANO OS-2 (OPEN SPACE) ARE DEDICATED TO ANO SHALL FlE MAINTAINED BY KNIGHTSBRIOGE COMMUNJTY DEVEL0Pt.4ENT 01S1"R!CT, ITS SUCCESSORS AND/OR ASSIGNS, TO BE CONI/EYED BY SEPARATE INSTRUt.4ENT.
6, TRACT R-1 {RECREATION), 1$ DEDICATED TO ANO SHALL BE I.IAINTAINEO BY KNICHTSBR!OGE HOMEOWNER'S ASSOCIATION, INC.. ITS SUCCESSORS ANO/OR ASSIGNS,
7, TRACT R-2 (RIGHT-OF-WAY), IS DEOlCATEO TO ANO SHAI.L BE O'M'-1 0 ANO MAINTAINED BY TI-IE KNIGHTSBRIOGE CDMMUNIT'I' OE\JELOPME'.NT DISTRICT, ITS SUCCESSORS AND/OR ASSIGNS, TO 8£ CONVEYED BY SEPARATE INSTfWMENT,
e, A !5.00 FOOT ORAINACE AND ACCESS EASEMENT ALONG THE SIDES ANO RE,t.R OF EACH LOT SHALL BE OWNED AND MA!NTAINED BY THE O ER Of EACH RESPECTIVE L.OT ANO SHALL PROVIDE
simple of the lands described in the foregoing caption to this plot, do hereby dedicol6 said lands ond plot for the uses and purposes herein expressed. Utility and drainage easements shown hereon ore ded!coled to the perpetual use of tho public.

In Witness Whereof Lennar Homes, LLC, a Florido limited lloblllty company hos caused these presents to be signed ond attested to or witnessed by the officer nomed b low on Oc..t:0611.A; :Z1  2022.

By	
Printed Nome: Mork McDonald
t&:n4- &....-,4eMI..
24'56'4Y W, F'OR A DISTANCE OF 100.00 FEET TO THE POINT Of CURVATURE OF' A CURVE CONCAVE SOUlHWESTERLY HAVING A RADIUS OF 140.00 FEET, 'MTH A CHORD BEARING N 40"49'1.'.5" W, AND A CHORD DISTANCE OF 76.59 FEET; THENCE RUN NORTHWESTERLY THROUGH A CENTRAL ANGLE OF J1'45'ooN, ALONG THE ARC OF' SAID CURVE, FOR A DISTANCE OF' ?7.58 FEET TO A POINT OF TANCENCY; THENCE N 56'41'43" W FOR, A DISTANCE OF' 101.53 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS Of 220.00 FEET. WllH A CHORD BEARING N 44•39•32• W, ANO A CHORD DISTANCE Of 91.76 F'EET; THENCE RUN NORTHWESTERLY THROUGH A CENTRAL ANGLE OF' 24"04'23", ALONG THE ARC OF SAID CURVE. FOR A DISTANCE OF 92.43 FEET TO A POINT OF TANGENCY; THENCE N 32'37'20• W, FOR A DISTANCE OF 206.79 FEET TO THE POINT OF CURVATURE OF' A CURVE CONCAVE SOUl'HERLY HAVING A RADIUS OF 30,00 FEET, WITH A CHORD BEARING N 77'36'57" W, ANO A CHORD DISTANCE OF 42,42 FEET; THENCE RUN WESTERLY THROUGH A CENTRAL ANGLE OF 89'59'15", ALONG THE ARC OF SAID CURVE, FOR A DISTANCE Of 47.12 FEEl TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF SOUTH POINCIANA BOULEVARD (A 200' RIGHT OF WAY) ACCORDING TO THE
KNIGHTSBRIOGE HOMEOWNER'S ASSOCIATION, INC, AND/OR KNIGHTSBRIOGE COMMUNITY OEVELDPt.4ENT DISTRICT, THE RIGHT BUT NOT THE OBLIGATION TO MAINTAIN SAID EASEMENT,
TI-IE LANDS SHOWN HEREON ARE SUBJECT TO TH£ DECLARATION Of COVENANTS, CONDITIONS, EASEMENTS AND RESTRICTIONS FOR KNIGtHS8RIOGE HOMEOWN£Ffs ASSOCIATION, INC,, ITS SUCCESSORS ANO/OR ASSIGNS, RECORDED WITH THIS PLAT IN THE PUBLIC RECOROS OF OSCEOLA COUNTY, Fl.ORIOA AND ANY SUPPLEMENTS AND/OR AMENDMENTS THERETO.
™E CITY OF KISSIMMEE, (THC: CITY) SHALL HAVE ll-iE R!CHT, BUT NOT THE OBLIGATION TO ACCESS. MAINTAIN, REPAIR, REPLACE OR OTI-IERWISE CARE fOR OR CAUSE TO BE CARED f'OR STORMWATER TRACTS ANO THE DRAINAGE EASEMENTS, INCLUDING WITHOUT LIMITATIONS ll-iE ORAINACE SYSTEMS CONSTRUCTED THERE"ON. A BLANKET INGRESS/fGRESS EASEMENT QI/ER SAID STORMWATER TRACTS AND DRAINAGE EASEMENTS, IN FAVOR Of THE CITY OF KISSIMMEE, F"OR SAID PURPOSES.
Signature of witness:
.L,,.M  c!"fflmaa s
Printed Nome of witness:

 b ETYo fLORJg 8,.,,c:SC
S atury witness:
J W	Ii tdWI
Printed Nome of witness:
RIGHT-OF-WAY FOR POINCIANA BOULEVARD EXTENSION, JOB NUMBER 69119-439; THENCE N 57'23'25N E ALONG SAID RIGHT OF' WAY UNE, FOR A DISTANCE OF 140.00
FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS Of 30.00 FEET, WITH A CHORD BEARING S12'23'0J. W, AND A CHORD DISTANCE OF
42.43 FEET: THENCE RUN SOUTHERLY THROUGH A CENTRAL ANGLE OF 90"00'45" ALONG THE ARC OF SAID CURVE, DEPARTING SAID RIGHT or WAY UNE FOR A DISTANCE
Of 47,13 FEET TO A POINT OF' TANGENCY; THENCE S J2'37'20• E, FOR A DISTANCE OF' 206.76 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE
NORTHEASTERLY HAVING A RADIUS OF 140.00 FEET, WITH A CHORD BEARING S 44'39'32" E, ANO A CHORD DISTANCE OF 56.J9 FEET: THENCE RUN SOUTHEASTERLY THROUGH A CENTRAL ANGLE OF 24"04'23N, ALONG THE ARC OF SAID CURVE:, FOR A 01STANCE OF 58.82 FEET TO A POINT OF TANGENCY: lHENCE S 56'41'43• E, FOR A DISTANCE OF 101.53 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTl WESTERLY HAVING A RADIUS OF 220,00 FEET, WITH A CHORD BEARING S 40.49'1:5'" E, AND A CHORD DISTANCE OF 120..'.56 FEET; THENCE RUN SOUTl-tERLY THROUGH A CENTRAL ANGLE OF J1'45'00", ALONG THE. ARC Of SAID CURVE, FOR A DISTANCE OF
121.91 FEET TO A POINT Of TANGENCY; THENCE S 24'56'43" E, FOR A DISlANCE OF 100.00 FEET TO THE POINT Of CURVATURE Of" A CURVE CONCAVE WESTERLY HAVING A RADIUS OF' 220.00 FEET, WITH A CHORD BEARING S 11'40'42• E, AND A CHORD DISTANCE OF 100.98 FEE:T; THENCE RUN SOUTHERLY THROUGH A CENTRAL ANGLE OF 26'32'0Y. ALONG THE ARC OF SAID CURVE, FOR A DISTANCE OF' 101.88 FEET TO A POINl OF TANGENCY; THENCE S 01'35'20· W, FOR A DISTANCE OF 100.00 FEET TO THE POINT OF CURVATIJRE OF' A CUFl:VE CONCAVE WESTERLY HAVING A RADIUS OF 220.00 FE.ET, WITH A CHORD BEARING S 13'46'43" W, ANO A CHORD DISTANCE OF
93.16 FEET; THENCE RUN SOUTHERLY THROUGH A CENTRAL ANGLE OF 2-1'26'46N, ALONG THE ARC OF SAID CURVE, FOR A DISTANCE OF 93.87 FEET TO A POINT OF TANCE.NCY; THENCE S 26"02'06" W, FOR A DISTANCE OF 100.00 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF' 140.00 FEET, WITH A CHORD BEARING S 10"09'36N W, AND A CHORD DISTANCE Of 76.59 FEET: THENCE RUN SOUTHERLY THROUGH A CENTRAL ANGLE OF' 31"45'00", ALONG THE ARC OF SAID CURVE, FOR A DISTANCE OF 77.58 FEET TO A POINT OF TANGENCY; THENCE S 05"42'54 E, FOR A DISTANCE OF' 100.00 FEET TO THE POINT OF' CURVATURE OF A CURVE CONCAVE EASTERl..Y HAV1NG A RADIUS OF 140.00 FEET, WITH A CHORD BEARING S 21'J5'24N E, AND A CHORO DISTANCE OF 76.59 FEET: THENCE RUN SOUTHERLY THROUGH A CENTRAL ANGLE OF J1'4S'oo", ALONG THE ARC OF' SAJO CURVE, FOR A DISTANCE OF 77.58 FEET TO A ?DINT OF TANGENCY; THENCE S 37'27'54• E, FOR A OISTANCE OF 100.00 FEET TO THE POINT OF" CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVlNG A RADIUS OF 140.00 FEET, 'MTH A CHORD
TRACTS W-1 (WETLAND) ANO 'NB-1 ('NEn.AND EIUFFER) ARE DEDICATED TO KNICHTSBRIOGE HOMEOWNER'S ASSOCIATION, INC., ITS SUCCESSORS ,t.ND/OR ASSIGNS WITH DEVELOPIAENT RIGHTS DEOtCATEO TO
ll-iE CITY OF KISsiMME£. NO CONSTRUCTION, Cl.EARING, GRADING OR ALTERATION IS PERMITTED WITHOUT THE PRIOR APPROVAL Of ll-iE CITY OF KISSIMMEE ANO/OR ALL OTHER APPUCABLE JURISDICTIONAL AGENCIES.
TRACT LS-I (LIFT STATION) SHALL BE OWNED BY KNIOHTSBR!OGE COMMUNITY DEVELOPMENT OISTRICT, ITS SUCCESSORS AND/OR ASSIGNS. TO BE CONVEYED BY SEPARAT£ INS1RUMENT TO TOHOPEKALIGA WATER AUTHORITY F"OR PERPETUAL OWNERSHIP ANO MAINTENANCE.
THE UNOBSlRUClED DRAINAGE ANO MAINTENANCE EASEME'.N1"IS DEDICATED TO ANO SHALL BE MAINTAINED BY THE KNIGMTSBRIOCE COMMUNITY DEVELOPMENT DISTRICT, ITS SUCCESSORS ANO/OR ASSIGNS. TO BE CONVEYED BY SEPARA TE INSTRUMENT.
14, THE PUBLIC USE RIGHTS OVER ANO ACROSS TRACT R-2 (RIGHT OF WAY) INCLUDE A PERPET\JAL EASEMENT AND RIGMT OF INGRESS ANO EGRESS TO ANO FOR THE BENEFIT OF DELIVERY ANO F'ICK UP SERVICES. FIRE PROTECTION stRVICES, POLICE'. SERVICES. AMBULANCE S£Rv1C£S, AND OTHER AUTHORITIES Of I.AW, UNITED STATES MAIL CARRIERS ANO REPRESENTATIVES OF UTILITIES. TRACT R-2 SHALi. BE SUBJECT TO THE .AJRISOICTION OF THE CITY Of KISSIMMEE IN ESTABLISHING SUCH SPEED LIMITS AND TRAFFIC CONTROL DEVICES DEEMED NECESSAH'Y AND APPROPRIATE BY THE Cl'l"Y OF KISSIMMEE,
ll-iE STATE PLANE COORDINATES SHO'NN HERCON ARE BASED ON NA083 F'LORIOA STATf PLANES, EAST ZONE,
ALL STREET LIGHTS ARE TO BE OWNED ANO MAINTAINED av DUKE ENERGY FLORIDA, LLC,
17, THIS PLAT IS SU!lJECT TO THE CONDITIONS SET F'ORTH IN THE DECLARATION OF COVENANTS ANO RESTRICTIONS fOR KN!GHTSBRIOGE HOMEOYINER'S ASSOCIATION, INC., ITS SUCCESSORS ANO/OR ASSIGNS, AS RC:COR0£0 IN OFFICIAL RECORDS BOOK 	 PAGE  	Of THE PUBLIC RECORDS OF OSCEOlA COUNTY, FLORIDA.

PROPERTY INFORMATION REPORT-NATIC FILE NO; 2022-03911-FL
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME, BY
 6  1z<;.:r1&  6s A rEs ;.fJU-2   2 u E2022. BY MARK MCDONALD OF LENNAR HOMES, LLC, A FLORIDA LIMITED
LIABILITY COMPANY. SUCH PERSON [ v) IS PERSONALLY KNOWN TO ME OR [ l HAS PRODUCED 	 AS IDENTIFICATION.

Signature of Acknowledger:-=	'-;._;;=--==
Printed Nome of Acknowledger:=cj,c.1cc1'--.....:;7r,,.;,,;,;,;,.; "s",;,;,;;;;o;

In Witness Whereof Porlso Sobeti and Pegoh Sobetl, lndividuolly and
BEARING S 53'20'24• E, ANO A CHORD DISTANCE OF 76.59 F'EET; THENCE RUN SOUTHEASTERLY THROUGH A CENTRAL ANGLE OF 31'45'00•. ALONC THE ARC OF SAID CURVE, FOR A DISTANCE OF 77.58 F'EET TO A POINT OF TANGENCY; THENCE S 69'12'54" E, F'OR A DISTANCE OF 100.14 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 140.00 FEET, WITH A CHORD BEARING S 77"40'40'" EAST, AND A CHORD DISTANCE OF 41.21 FEET: THENCE RUN SOUTHEASTERLY THROUGH A CENTRAL ANGLE OF 16'55'3Y', ALONG THE ARC OF $AID CURVE, FOR A DISTANCE OF' 41.36 FEET TO A PO!NT OF TANGENCY; THENCE S 86"08'"27" E, FOR A OtSTANCE OF' 167.07 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2:50.00 F'EET. WITH A CHORO BEARINGS 70'23'55" E. AND A CHORD DISTANCE OF 125.78 FEET: THENCE RUN SOUTHERLY THROUGH A CENTRAL ANGLE OF 31'44'15N, ALONG THE ARC OF' SAID CURVE,
b} Water Mo ent Agreom-"t by ond between Faridet'I F'atl'li, Tru11lee and Shing!o Croek Mitigation Group Umlled Partnor1hlp, a FIOl"lda Umlted partnenal'lip recocded F"ebn10ry 28, 2007 1n Officio!
Records Book 3419, Page 2982, (AF'FECTS SUB.1'.CT PROPERTY, BLANKET IN NAlVRE)
lntl!lntionolly d.ieted
Tohopekallgo Woter Autl'IMity Woter, Rllui!le, ond Wastewater S)'ltcm De..,eloper'a Ser-Ace AQl'ffMenl
PROPERTY, SH0'1111N HEREON)
I) Ter'l'lpOrory Con,tructlon Eaaement Agreement recordetl In Ofllcial R11c:orc;ln Book 619J, Poge 182?. (AF'f'ECTS SUB.l:CT PROPERTY, SHO HEREON, GHAU. AUTOMATlCALLY TERMINATE AT THE: COMPLETION OF lMPRO\flolENTS)
Perpetual Utility E011ement recOfded In OHieiol R11card, Boak &193, Page 1648. (AFFECTS SUB.ECT
as Co-Trustees hos caused these presents to be signed and ottesteg, to or witnessed by the officer nomed below on"-.1.,,._,-¥
-----ZL- 2022.
By  p7-,c  /4 1;
F'OR A DISTANCE OF 127.40 FEET TO A POINT OF' TANGENCY; THENCE S 54'31'47" E, FOR A DISTANCE OF 322.25 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 25.00 FEET, WITH A CHORD BEARING S 83'51'49'" EAST, ANO A CHORD DISTANCE OF 24.49 FEET; THENCE RUN EASTERLY THROUGH A CENTRAL ANGLE 01' 56'..0'04'", ALONG THE ARC OF SAID CURVE FOR A DISTANCE: OF 25.60 FEET TO A POINT ON A REVERSE CURVE SAID CURVE CONCAVE 'WESTERLY HAVING A RADIUS OF 100.00 F'EET, WITH A CHORD BEARING S 37'30'43" E AND A CHORD DISTANCE OF 19.'.5.79 FEET; THENCE RUN SOUTHERLY THROUGH A
CENTRAL ANGLE OF 151'22'15", ALONG THE ARC OF SAID CURVE FOR A DISlANCE OF 264.19 FEET TO A POINT OF CUSP OF A CURVE, SAID CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 25.00 FEET, WITH A CHORD BE'.ARING N 81'33'51" E ANO A CHORD DISTANCE OF' 28.00 FEET; THENCE RUN EASTERLY THROUGH A CENTRAL ANGLE OF 68'06'54•, ALONG THE ARC OF SAID CURVE FOR A DISTANCE OF 29.72 FEET TO A POINT ON A COMPOUND CURVE, SAID CURVE CONCAVE SOUTHERLY HAVING A
RADIUS OF 352.02 FEET, WITH A CHORD BEARING S60'J5'22•e: ANO A CHORD DISTANCE OF 42.95 F'EET; THENCE RUN EASTERLY THROUGH A CENTRAL ANGLE OF 7"J4'40•, ALONG THE ARC OF SAID CURVE FOR A DISTANCE OF 42.99 FEET TO A NON-TANGENT LINE; THENCE S 34'11'40" W, FOR A DISTANCE OF 115.03 FEET; THENCE S 51'21'1:5'" E, F'OR A DISTANCE OF 44.06 FEET: THENCE S 39'18'16" E, FOR A DISTANCE OF 44.08 FEET; THE'."NCE S 27'21'4.3" E, FOR A DISTANCE OF 43.30 FEET; THENCE S 15'31'45• E, FOR A DISTANCE OF 43.28 FEET: THENCE S 04'07'42" E FOR, A DISTANCE OF 44.92 FEET; THENCE S 01'20'10'" E, FOR A DISTANCE OF 156.93 F'EET; THENCE S 88'39'50N W, F'OR A DISTANCE OF 51.3J FEE:T: THENCE S 06"03'14" W, FOR A DISTANCE OF 102.98 FEET; Tl ENCE S 00"53'43" E, FOR A DISTANCE OF 100.91 F"EET; THENCE S 86'54'2J'" E, FOR A DISTANCE OF 65.54 FEET; THENCE S 01'20'10N E, FOR A DISTANCE OF 219.90 FEET: THENCE S 88"39'50" W, F'OR A DISTANCE OF
by and between Alexander C. Mackinnon 011 Trust110 and Porlaa Sobetl, Co-Truat•e a!'ld Pegoh S<ibell, Co-Tru,t.. ond Totiopekoll90 Water Aull'lotity recorded August 23, 2018 In Olfic!ol RecOrd• Book
!i.'.590, Pog11 1242,
(AFFECTS SU8.£CT PROPERTY, Bl.ANl<ET IN NAnJRE)
Acceui, Utfllty, Drainage and Temporary CO!'li!llrucllon Ea1em•nt ,t.grMment by and betweel'I Poriso Sobctl ond Pegol'I Sabeti, as Co-Truslee11 ond Lennar Homu, LLC, a F'lorlda limited liability company recorQcd September 15, 2021 il'I Official Record1 BOOk 6043, Poge 1972. (Af'f'ECTS SUBJECT PROPERTY, BlAHKET IN NAlVRE)
Temporary Groding gnd Slope Easement ,._greeme!'lt by and between Poriso Sobetl ond Pegoh Sabetl, 01 Co-Trustees ond Lennar Homes, LLC, o Florido Umltod lloblllty compony recorded September 15, 2021 In Offlclal RecMds Boak 604.'.5, Poge 2069. (BENEFITS SUB..ECT PROPERTY, LIES
TE)
PROPERTY, SHO_,. HEREON)
Grading Slope Eosement recorded ln Officio! Records Boak 6193, Poge 1867. (AF'F'ECTS SUB.E.CT PROPERTY, 20 FEET FROM THE eACI< OF PROPOSED OJAB)
Ordinance No. .'.5062, Notice of Recording estobll hlng tl'le Knlgl'ltab.-ldge Community Development Dlatrict recordttd .k.lly 25, 2022 In Offlcial Records Book &2 7. Page 290. (AFFECTS SUB.ECT PROPERTY, BLANKET IN NAnJR£)
p) Notice of Estobllshmel'lt of the Knlghtsbrldge Community DeMilopmont Dl1trlct reCOl'ded Augu111t 9, 2022 In Offlclol Records Book 6265, Page 215.'.5. (AFFECTS SUB.£CT PROPERTY, BLANKET IN NAlVRE)
fr:ited ome: Porlso Sabeli Individual ond os Co-Trustee

Signature of witness:
1-At:,H Y )tf:kL 1:£
Printed Nome of witness:
STATE OF FLORIDA, ,,,._,._,°""
Pegoh Sabati ndividuol and as Co-Trustee

Slg :ness

Printed Nome of witness:
7.55 FEET; THENCE S 62"48'10" W, FOR A DISTANCE OF 60.86 FEET; THENCE S 50'41'17" W. FOR A DISTANCE OF 33.25 FEET: THENCE S 01"10'J3" E, FOR A DISTANCE OF 59.64 FEET; THENCE S 39'39'44" E. FOR A DISTANCE OF" 65,14 FEET: THENCE S 6118'30" E, FOR A DISTANCE OF 21.46 FEET: THENCE S 28'41'30N W, FOR A DISTANCE OF J.69 FEET: THENCE S 61"18"3D" E, FOR A DISTANCE OF 150.00 FEET: THENCE S 28'41'30" W, FOR A DISTANCE Of 20.00 F'EET; THENCE N 61"18'30'" W, FOR
A DISTANCE OF' 150.00 FEET: THENCE S 28"41'30" W, FOR A DISTANCE OF 52.02 FEET: THENCE S 29"03'57'" W, FOR A DISTANCE OF 61.71 FEET: THENCE S 35"06'20" W, FOR A DISTANCE OF 46.50 FEET: THENCE S 42'30'40'" W, FOR A DISTANCE OF' 46.50 FEET; THENCE S 48'35'13" w. FOR A DISTANCE or 50.02 FEET: THENCE S 45"13'18"
W, FOR A DISTANCE OF 58.71 FEET: THENCE S 39'55'07N W, FOR A DISTANCE OF' 59.73 FEET: THENCE S 34'03'19N W, FOR A DISTANCE OF 57.34 F'EET; THENCE S 60'08'51" E, FOR A DISTANCE OF 311.05 FEET; THENCE N 29'51'09'" E, FOR A DISTANCE OF 22.97 FEET: THE.NCE S 60'08'50" E, F'OR A DISTANCE Of J7.00 FEET; THENCE S 29'51'09'" W, FOR A DISTANCE OF 75.32 FEET: THENCE N 60'08'51" W, FOR A DISTANCE Of 37.00 FEET; THENCE N 29'51'09" E, FOR A DISTANCE OF 22.36 FEET; THENCE N 60"08'51· W, FOR A DISTANCE Of' 312.17 FEET; THENCE S 29'55'07" W, FOR A DISTANCE Of 164.85 FEET: THENCE S 00·25•31" E, FOR A DISTANCE OF
107.65 F'EEi; THENCE S 78"52'06N W, FOR A DISTANCE OF .'.50.57 FEET; THENCE N 00'23'32" W, F'OR A DISTANCE OF 114.93 FEET; THENCE S 89'34'.37• w, F'Of( A DISTANCE OF -170.73 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHEAS1t:RLY HAVING A RADIUS OF 28.46 FEET, 'MTH A CHORD BEARINGS 44'57'15'" E, AND A CHORD DISTANCE OF' 2.3,'17 FEET; THENCE RUN SOUTHEASTERLY THROUGH A CENTRAL ANGLE Of 49"22'00", ALONG THE ARC OF SAID CURVE FOR A DISTANCE Of
24.52 FEET TO A POINT ON A REVERSE CURVE CONCAVE WESTERLY HAVING A RADIUS OF 49.66 F'EET, WITH A CHORD BEARING S 0?'40'17" E, ANO A CHORD DISTANCE OF 98,79 F'EET; THENCE RUN SOUTHERLY THROUGM A CENTRAL ANGLE OF 163'57'57", ALONG THE ARC OF SAID CURVE FOR A DISTANCE OF 142.74 FEET TO A POINT ON A NON TANGENT LINE; THENCE N 89'41'39. W, FOR A DISTANCE OF 51.73 FEET: THENCE N 00'25'2J" W, FOR A DISTANCE OF 33.24 FEET; THENCE S 89'34'J7" W FOR A DISTANCE OF 116.91 FEET: THENCE N 00"23'35" W, FOR A DISTANCE OF' 1661.74 FEET TO THE POINT OF BEGINNING.
Memorondum at Agreement between Pori110 Sobel! and Pcgoh Sabet! ond Lennar Homes recorded September 15, 2021 in Officlol RecOfds Book 6043, Page 2091. (AFFECTS SUl:IJECT PROPERTY, BLANKET IN NATURE)
MemoronQum of Joint Use AgreeMer,t between Porlso Sobctl ond Pegoh Sobetl ond Lennar HOm!!riS rocorded September l!i, 2021 In Officio! Record,i Boal(, 604-J, Page 2096. (AF'FECTS SUBJECT PROPERTY, BLANKET IN NAlVRE)
I) Memorandum of Co•t Shor• Obllgatlon between Poriso Sob11li ond Pegah S<ibcli and t.•nnar Homes recocded September 1 , 2021 ln Official Records Book 6043, Poge 2103, (AFFECTS SUB.£:CT PROPERTY, BL.ANKET IN NAnJRE)
D Drainage Eaeemel'II Agreement recocd11d In Offlclal Records Book 619.l, Page 1?85. (AFFECTS SUB.ECT PROPERTY, SHO HEREON)
k} Perpetual Acce11 Easement recorded !n Otliciol R•cords Book 619J, Poge 1813, (AffECTS SUB.E.CT
THE FOREGOINMNSTRUMENT WAS ACKNOWLEDGED BEFORE ME, BY
6 1z°tr16 T:, 6s A (RESENt19[ t UNU E2022. BY PARISA SA8ETI ANO PEGAH SABET!, INOIVlDUALLY ANO AS
CO-TRUSTEES. SUCH PERSON [X] IS PERSONA Y KNOWN JTiF/c fi :.RoouCED ----,=-----

Signature of Acknowledger: Printed Nome of Acknowledger:
SAID PARCEL CONTAINS 40.78 ACRES MORE OR LESS.	VICINITY MAP (NOT TO SCALE)

.··A . .

NOTICE:
THIS PLAT, AS RECORDED IN ITS GRAPHIC F'ORM, IS THE OFFICIAL DEPICTION OF' THE SUBDIVIDED LANDS DESCRIBED HEREIN ANO WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE
ADDITIONAL R STRICTIONS THAT ARE NOT RECORDED ON THIS PLAT

CERTIFICATE OF APPROVAL BY MUNICIPALITY

THIS IS TO CERTIFY, Thal on N, ,..- ts	,  2022

c.i
.,•·..

LEGEND:
PC	point of curvoture	•

set 1/2"' Iron rod and/or
THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY,

CERTIFICATE OF SURVEYOR AND MAPPER
KNOW ALL MEN BY THESE PRESENTS, That the undersigned certify that on §L1L2.Q22 he completed the survey of the
the City of Kissimmee Commission approved the foregoing plot.
<t	centerline	set 5/8" Iron rod & cap LBN672J
permonent reference monument (PRM)
PT	point of tongency
Pl	point of intersection	@	nail & disk LBN672J
being o licensed ond registered land surveyor does hereby
londs os shown in the foregoing plot; that sold plot is o
 Atle!;ll:	
M?¥f•l,.J,
City Clerk ''
8	-,
NR	nan-todla1
0	recovered concrete monument
;no: } l-------------------------+	1
1z:::	Q
.".
gi.
J ·l oU
ii
ALLEN•
I
COMPANY

SURVEYING • MAPPING GEOSPATIAL SERVICES
PRC	point of reverse curvature	permanent control point (PCP)
U.E.	utility easement
PCC	point of compound curvature	LB	licensed business
NT	non-tangent	change in direction
P.R.M. ?ermonent Reference Monument	olong right-of-way lines
U.D.M.E. Unobstructed Drainage ond	0	set 1/2" iron rod and cap LBN6723 Maintenance Easement		 to be set in accordance with
Chaple, 177.891 (9)
D.E.	Drainage Easement
PB	Plat Book
PGS	Pages
correct representotion of the lands therein described ond
ov e e	! d ; s ho n Pf :  n :e:= 7r
County  requirements  ond  regulations;  the  survey  was
prepared under the undersigned responsible direction and
supervision ond that the survey dolo complies with all
requirements of Chapter 177, F.S.; and that permanent control points will be placed os required by Chapter 177, F'.S.; and that sold land is locotod in Osceolo County, Florido,
5633
CERTIFICATE OF COUNTY CLERK
I HEREBY CERTIFY, That I hove examined the foregoing plot ond find that it compiles In form with all the requirements of the Osceola
unt Lo evelopment Code, ond was filed for record :
CN\- fl\ .,q 2022	ol 03: Y5 ',
File No 1oJ.,k l'.10'6 I
CERTIFICATE OF APPROVAL BY CITY SURVEYOR

I HEREBY CERTIFY, Thol on	!.L,1...0 7	2D22,
the Florido Professional Surveyor and Mapper representing the City of Kissimmee reviewed this plot. This plot conforms to Florido
Statutes. Chapter 177.,
:.(:· .• °''
....... ......... .
www.allen-company.com
16 EAST PLANT STREET
l\1NTER GARDEN, FLORIDA 34787
H	( 407) 654-5355  LB #6723
SHEET INDEX
SHEET 1 OF 4 - LEGAL DESCRIPTION, DEDICATION, NOTES
SHEET 2 OF 4 - BOUNDARY INFORMATION
SHEET 3-4 OF 4 - BOUNDARY INFORMATION, LOT AND TRACT GEOMETRY
Allen & Company
Licensed Busine s • 'fl 6723
16 Eosl Plant- Street
Winter Garden, Florida 34787
Clerk of the Circuit Court
ln and for Osceola County, Florido.
Sy: ¼-0:idr:? J  \1 CSA
By._t-z-'--Y---c- "- ----
a1t.e..,;..,.,
P "1'' 6 co
Dote:--'l,..l_c/,,,c. c.1_/,..c-z. z.. 
DRC# SR-22-0009

CURVE TA8LE

NORTHERLY RIGHT Ofvr;::y-- -

J!Ol. PLATTED

S POINCIANA BOULEVARD
KNIGHTSBRIDGE PHASE 1
A PARCEL OF LAND LYING IN SECTIONS 35 AND 36, TOWNSHIP 25 SOUTI-i, RANOE 28 EAST,
CfTY OF KISSIMMEE, OSCEOLA COUNTY, R...OAIDA
SHEET 2 OF 4
PLAT BOOK 31,, PAGE J11_

NOT PLATTED
---	- ---- --- -	(P /¾ A O LER 6 ; ON	- -
JOB I 69119.. 439)
NE. CORNER OF SW 1/ 4
FOUNO 4"x4' CONCRETE MONUMENT
NO IDENTIFICATION CCR H7303

-j-	!_!9.,1'00...:...! 1700.04' _
S 00·23'35• E
53.80' (BA S OF BEARING)
POINT OF BEGINNING N: 1430096.17
E: 502295.44
POINT OF COMMENCEMENT
FOUND 5"x5" CONCRETE MONUMENT. GAC PROPERTIES INC
NORTHEAST CORNER OF POINCIANA
OFFICE AND INDUSTRIAL PARK 1,
_ . ...fil;;CTIOij, .. 	. 	_ PLAT BOOK 3, PAGES 236-238
N: 1430149. 97 E: 5D2295.07
>£1LAND TRACT W-1

NOT PLATTED

E 1/4 CORNER SECTION 35-25-2B
CALCULATED FROM CCR #97D49
CORNER ACCESSORIES
-	--	-·
2
C27

,

::1
(OP£N
SPACE)

1" =100'
GRAPHIC SCALE
50	100	200

, .. -100·
CRAPHIC $CAL£
50	100	200

NOT PLATTED
I
102

103
;;
L7
104

105

1D6

107

("J

.J
/-!?
.,

(J

NOT PLATTED
108
."...	109

112
z 	
113

114

115

46	45	44

;:.

:'i
0.
>-
0z
3/:  PC  PT PT
· g;.8	8

116
iI:-'.'§ ; 8
!";';8

117
,,,	"'	"'	18
CJ:
(')
'i:. ..,
§ ... 
w ,.
118

119

120
10	13	14	15
7

N 99·31•3-4• E 372.12'
-

-;:;,•	0
gl

KE.Y...M.6E.
.	121	5

._

qv	m?
,
.'.'i
0.
>-
124

125

126

127
S 89'34°37" W 470.73'

S 29'51•09• W 75.32'

SHEET INDEX
SHEET 1 OF 4 - LEGAL DESCRIPTION, DEDICATION, NOTES
L34

L32

SE CORNER POINIANA OFFICE AND INDUSTRIAL PARK 1, SECTION 8

z
NOT PLATTED

SURVEYING • MAPPING GEOSPATIAL SERVICES
www.allen-company.com
16 EAST PLANT STREET
SHEET 2 OF 4 - BOUNDARY INFORMATION
SHEET 3-4 OF 4 - BOUNDARY INFORMATION, LOT AND TRACT GEOMETRY
L----rDUND 5"x5" CONCRETE MONUMENT GAC PROPERTIES INC
"1NTER GARDEN, FLORIDA 34787 ( 407) 654-5355  LB #6723
KNIGHTSBRIDGE PHASE 1
A PARCEL OF LAND LYING IN SECTIONS 35 AND 36,
SHEET 3 OF 4
PLAT  BOOK  QPAGE
CURvE TABLE

s 00·2ns· E
53.80'

POINT OF COMMENCEMENT
FOUND 5"x5" CONCRETE MONUMENT, GAC PROPERTIES INC
NORTHEAST CORNER OF POINCIANA
OFFICE AND INDUSTRIAL PARK 1, SECTION B,
PLAT BOOK 3, PAGES 236-238
N: 1430149. 97
E: 502295.07 

1" • 50'
GRAPHIC $CAI.£:
25	50	100
TOWNSl·IIP 25 SOUTH, RANGE 28 EAST,
CITY OF KISSIMMEE, OSCEOLA COUNTY, R...ORIDA

N. LINE OF" THE: SE I /4 SECTION 35-25-28
0

L1

C27
CUF-!vE RADIUS CHORD BE:ARINC CHORD DELTA LENGTH C1  25.00'  N05'12'\4"E   32.46'  80'57'07"  J5.J2'
C2  100.00·  N14i1'44"W  132.91'  J6'40'oo·  64.00'
CJ  25.00'  N25'11'46"W  2-4,50'  M'-40'05"  25.60'
C24  2.5.oo·  S83 1'-49"E  24.49'  58'-40'04"  25.60'
C25  100.00'  SJ7'J0'4J.E  193.79' 151'22'\5" 2B4.19'
C26  25,00'  N81'3J'51"E  28,00'  68'06'54"  29,72'
C27  325,02'  S60'35'22"E:  42,95'  ?'.'.54'-40"  42.99'
C38  400.00'  S18'01'08"W  233.32' JJ'54'49" 2J6.76'
C.'.59 300.00' ss5·3e'0J"W  56.55'  10'49'02"  5G.64'
C40  100,00'  S39'5-4'59"W  129.36' S0'3?'07" 140.?1'
C41 300.00'  N8-4'54'59"E  -49.07'  9'22'5J"  49.12' C42  JOO.DO'  N76'06'J9"E  43.05'  6iJ'47"  4J.09' c1J  400.oo·  s05·25'15"E  132.49' 19-03•59• 1JJ.11' C44 632.83'  N09'.'.59'14"W  183.BO' 16"42'02" 18-4.46'
C48 425.00'  S17'54'46"W  154.51' 20'56'48" 155.J7' C49  25.00'  N49]4'28"E  JJ,JJ'  8Y.J6'12•  J6,48'
CSO  325,00'  S8?'08'49"W  44.16'  ?"41'Jl"  44.20'
(BASIS Of' BEARING)

POINT OF BEGINNING
N: 1430096.17
E: 502295.44

WETLAND
TRwA-C,T

N e4·07·3r t:
41.84"	N B4'04'30" [
132,9:5'
N 89'46'24" E 753.97'
288.76'	432.94'

TRACT
OS-1
(OPEN SPACE)

C51  325.00'  S81'4-4'18"W	17.16'  J-01'J1"  17.16'
C52  325.00'  NS(:1'38'03"E:  61.27' 10'49'02" 61.J6'
C5J  125.00'
C54  125.oo·  s10•15•24•w	38.54'  17'4•f08"  38.69'
C55  125.00'  S52'31'17"W	JS.54'  17°44'07"  JS.69'
C56  125.00'  S34"47'05"W  38,54'  17'44'17"  38.70'
S 3471'40"f--+----+---'-''----+='---f	'-+-=-=--I

Vl(.,v.ND	84'04'30" E

N 84'06'48" E
44.30'

10.00·

,_£ _;:;.:,"-=•=" 'co'=";c::cc:,"",·"::o':e	,c•"
139.59'
N 88'57'26" W
. PC  -

N 8  : • W

N 1tr:se·01· E 44.01'

N 08'55'20" E
44,04'

N 00'54'2(t W 44,00'

TRACT OS-2
115.03'
C57  12 .oo·  51?'2J':S2"W  :S?.05'  1?-02'-48"  37.19'
C58  125.00'  S0-4i-4'H"W  20.18'  9!5'4J"  20.21'
C.59  125.00' SJ9'S4'59"W 161,73' 80'J7'07" 175,88'
C75  657.83'  No1·2e·o1·w
C76 657.B3' NOJ'44'06"W	48.32' C77  657.83'  N07'57'07"W  4B.50'  4i3'JQ"  48.51'
C78  657,83'  N1210'38"W	48.51'
C79  65?.B.'.5'  N16"0S'49"W  42.64'  3°42'52"  -42.65'
C80  J75.00'  S16'4l'OJ"E  17.28'  2'38'2J"  17.28' ca, J75.00'
CB2  375,00'
C8J J75.00'  S08'55'02·w  63.46'  9•42•25•  BJ.SJ' C84 375.00'  Sl6'J7'50"W  63.54'  9•43'11"  BJ.61' C85  375,00'  s25·49'02·w  J0.45'  4·39'14"  J0.46'

87	"""
"I'
101

SHEET 2

5 89°34'37" W 116.63' (NR) ,

102
	s 89°34'37"w	I 
115.oo·

103

	s 89"34'37" W 
11.5.00'

104

S 89'34'J7" W 115,00'

105

115.00'

106
s 89":54'J1"w 1\5.00'

107

S 89°34'37" W
11.5.oo·

108

65,14'

\.,
s:
8

50.00'

77

"

-"o
f'\\'r;.,
<"

36

 s 88'41'-47" w 

37

S 88"41'47" W 116.-47'

38

115.01'

23

;:''g
5	I

C9J  275.00'  N89i8'26"E	2.88'  O'J5'57"  2.88'
f-c-":'8--+-"-•-·o_o·+--""-•-·3_1• 02 ·<:_f-•2 .• 2·+ •·_•, ·o o·-+-' '· "--1'
Q ..-
"'

L7

NOT TO SCALE
11 .00'	I
109	I

S 88'41'47" W \16.47'
-<>-t--N-.•--..,cc4,7.?"C'.E:-'.1"C15C:.O:Cl'C-_;

TRACT OS-2 (OPEN

0"' i-.:cc...;•2.::,+:'::'5::.oo.::·+...;".::"'...;'5:..<.::'51:..·:.<-4-.::".::·'::'_·	:•.::·22::•5::'_· +-=5='·::::":..'.jl
C125  25.00'  N66'30'12"E	27.69'  67'14'3J"  29.J4'

	S 69'J4'J7" W	
- - ---	-  -  -=-......1---
MATCHLINE SEE SHEET 4
TRACT
sw-1
(STDR•WA!tl<)
SPACE)
39
c-,,-.+-10-0-.o-o·+--N-69- ::•:..·s,:.·:.,...,...::10 ,.::o,-· •1:.. :..,.:.os:..·+::10=•:.,,:..,.jl
SURVEYING • MAPPING
GEOSPATIAL SERVICES
www.allen-company.com
SHEET INDEX
SHEET 1 Of' 4 - LEGAL DESCRIPTION, DEDICATION, NOTES
SHEET 2 OF 4 - BOUNDARY INFORMATION
SHEET 3-4 OF 4 - BOUNOARY INFORMATION. LOT ANO TRACT GEOMETRY
MATCHLINE SEE SHEET 4
16 [AST PLANT STREET
\\1NTER CARDEN, FLORIDA 34787
(407) 654-5355 LB N6723
KNIGHTSBRIDGE PHASE 1
A PARCEL OF LAND LYING N SECTIONS 35 AtU 36, TOWNSHIP 25 SOUTH, RANGE 28 EAST,
CITY OF KISSIMMEE, OSCEOLA COUNTY, R.ORIDA
SHEET 4 OF 4  PLAT BOOKPAGE ill

MATCHLINE SEE SHEET,"3'---,-,-­
s a9·JO, w
115.00'

110

S 89'34'37" W

115,00'

56
-----

MATCHLINE SEE SHEET 3
115.00'		S 89'J6'2 t W	
115.00'
111
55
TRACT
SW-1
(STORMWAro<)

S 68'41'47" W 115.00'

41

S 88'41'47" W 115.40'

TRACT OS-2 (OPEN SPACE)

11

, .. :a:: so·
GRAPHIC SCAL£
25	50	100

115.00'
., .,,	53

'.5
115.00'
 u.,. S 89'36'25" W	N 89"36'34" [  4 .83'	
.C..l.
115.00'
51.78'	50.0('1'
62.21'	81 66'
5J.15'
SJ.15'
50.72'	0
114	Ii	I_,.,..	z
2
$ 89'34'37" W
115.00'

115

$ 89',H'Jr W 115.00'
I " I
:El I 47
\8:l I "I

TRACT (RECREATION)

 	 	  

	s e9•34'31· w

118

	S 89'J4'J7" W 
115,00'

119

S 89'J6'25" W

50.00'	50.00'

IMI0'-1
&0,00'

13 H
"

62,12'	50.00'

14

50.00'	50,00'
18

'..Y

	S 89'34'37" W 

115.00'

121

	$ 89'3•f3?" W	
115.00'

 s a9•35•2tr w , 1s.oo· 

S 89"36'25" W 115.00'
N H"  J,t.• E 372.12'

C
le
3
.C..l.
0z
115.00·
115.00'
122

	S 89"34'37" W	
115.00'	S 89"36'25" W	b
115,00'

TRACT SW-2
(STORMWAro<)
123	1g2
	I 
1Ht00'
g
g	124	I
SHEET 2
 S 59•34'37" W	 115.00'

8
:,:

127

NOT PLATTED

S 29°51'09" W
75.32'
'r
SHEET 3
.,  .-...:.. J:
	N 89"3•f31" [ 115.00'	
L34

L32

z
SHEET INDtx
SHEET 1 Of 4 - LEGAL DESCRIPTION, OEDICATION, NOTES SHEE:T 2 OF 4 - BOUNDARY INFORMATION
SHEET 3-r OF 4 - BOUNDARY INFORMATION, LOT AND TRACT GEOMETRY

lru'.	MAe.
NOT TO SCALE
SURVEYING • MAPPING
GEOSPATIAL SERVICES
www.allen-company.com
16 EAST PLANT STREET "'1NTER GARDEN, FLORIDA 34787 ( 407) 654-5355  LB H6723

Section V

Knightsbridge CDD Knightsbridge PH 1 Alan Sheerer
14300 Eastside Street
Groveland, FL 34736
Office: (352) 429-9162
Fax: (352) 429-8123
Email: frankpollysod@aol.com

Mowing
Mowing of all turf areas will be performed once a week during the months of March 1 through October 31st.
Mowing of all turf areas will be performed once every other week during the months of November 1st through February 28th.
Pond areas to be mowed every other week.

Edging
Edging of all flower and shrub beds will be done every other mowing.
Edging of curbs and sidewalks shall be done the same as the mowing schedule.

String Trimming
String-trimming will be done on the same schedule as mowing.

Pruning
Pruning will be maintained on the same schedule as mowing.
It is up to the owner or owner’s representative to inform Frank Polly Sod, Inc. of any specific preference in regards to trimming of all trees, shrubs, bushes, etc.
Weeding of Shrubs or Tree Beds
All plant beds will be kept reasonably free of weeds and excess growth with respect to side condition and time of year.
Weeding will be accomplished by hand pulling and/or herbicide application.
All weeds in sidewalk or pavement areas will be chemically controlled or removed as required with Round-up or other weed control chemical.

Fertilization and Pest Control - St Augustine Sod only
Turf: Apply insecticide and custom fertilizer to all turf areas six (6) times per year; granular or liquid products may be used depending on weather conditions. Full guarantee against most damaging insects; this includes additional applications for the control of Chinch Bugs, Army Worms, Sod Webworms and Grubs. Exclusions to this warranty are Nemotodes, Mole Crickets, Acts of God, or irrigation related problems. Should the fertilizer streak due to misapplication, it will be re-sprayed at no additional charge.

Shrubs: Three applications that consist of fertilization and pest control granular or liquid depending on weather conditions.
Weeds: Herbicide will be applied to St Augustine sod areas for control of broadleaf weeds.

Irrigation
The following work will be performed monthly as part of a service contract on the existing irrigation system.
Program controller for proper precipitation for each season. Assure proper operation of all control valves.
Operate and visually inspect each zone.
Adjust heads for correct arc and rotation as necessary.
Visually inspect entire property for proper coverage each month.
Materials such as nozzles, sprinkler heads, valves, pipe, etc. are not included in this contract and will be charged separately at a rate of $45.00 per man hour plus materials.

Landscape Debris
All landscape debris generated from the performance of this contract will be blown off or otherwise hauled away by Frank Polly Sod, Inc.
Dispose of all trash and litter in landscape beds.

Damages
We are not responsible for freeze/freeze damage cleanup. Areas of irrigation not 100% covered.
Insurance
The contractor carries Workers Compensation and General Liability for all properties.

General
Any and all requests for change in the normal maintenance schedule must be made through Mark Kirkland. The onsite foreman cannot make changes to the schedule without approval, as any work other than normal scheduled maintenance may interfere with the normal daily work schedule.
A quality control checklist for proper grounds maintenance will be completed and submitted to the owner or owner’s representative after each week of service.
Includes 30 yds of Pine Bark, once a year
Work Not Included
The following items would be an “extra” to this contract unless specifically mentioned above, but can be performed under a separate contract with the owner’s prior authorization.
Sweeping of parking areas, driveways and breezeways except for the clean-up of debris generated by our work.
Annuals -4” pots, installed @ $1.50 each
Cleanup of storm damage (i.e. branches, limbs, fallen debris, and washouts). Pruning and weeding of Homeowner’s beds not included.
Length of Contract
This contract will be for a period of twelve months beginning Oct. 1,2024 and ending on Sept. 30,2025

Compensation
Owner agrees to pay Frank Polly Sod, Inc., an amount of $6,875.00 per month. Payment is due by the 20th of the month following the service.

Should it become necessary for either party incident to this contract to institute legal actions for enforcements of any provisions for this contract, the prevailing party shall be entitled for all court costs and attorney fees incident to such legal actions which are included by the other. Both parties agree that any court action will be in Lake County, the primary location of Frank Polly Sod, Inc.

Other provisions
Owner shall have the right to give Frank Polly Sod, Inc., thirty days written notice of cancellation with or without cause delivered by Certified Mail.
The undersigned parties warrant that they are authorized representatives of their respective companies and have the requisite authority to bind their employer and/or principal.
This agreement is not a binding contract until signed by all parties. Dated this 	 day of 	, 20 .

Frank Polly, Owner	Authorized Representative Frank Polly Sod, Inc.

Printed Name

Knightsbridge CDD Knightsbridge PH 2 Alan Sheerer
14300 Eastside Street
Groveland, FL 34736
Office: (352) 429-9162
Fax: (352) 429-8123
Email: frankpollysod@aol.com

Mowing
Mowing of all turf areas will be performed once a week during the months of March 1 through October 31st.
Mowing of all turf areas will be performed once every other week during the months of November 1st through February 28th.
Pond areas to be mowed every other week.

Edging
Edging of all flower and shrub beds will be done every other mowing.
Edging of curbs and sidewalks shall be done the same as the mowing schedule.

String Trimming
String-trimming will be done on the same schedule as mowing.

Pruning
Pruning will be maintained on the same schedule as mowing.
It is up to the owner or owner’s representative to inform Frank Polly Sod, Inc. of any specific preference in regards to trimming of all trees, shrubs, bushes, etc.
Weeding of Shrubs or Tree Beds
All plant beds will be kept reasonably free of weeds and excess growth with respect to side condition and time of year.
Weeding will be accomplished by hand pulling and/or herbicide application.
All weeds in sidewalk or pavement areas will be chemically controlled or removed as required with Round-up or other weed control chemical.

Fertilization and Pest Control - St Augustine Sod only
Turf: Apply insecticide and custom fertilizer to all turf areas six (6) times per year; granular or liquid products may be used depending on weather conditions. Full guarantee against most damaging insects; this includes additional applications for the control of Chinch Bugs, Army Worms, Sod Webworms and Grubs. Exclusions to this warranty are Nemotodes, Mole Crickets, Acts of God, or irrigation related problems. Should the fertilizer streak due to misapplication, it will be re-sprayed at no additional charge.

Shrubs: Three applications that consist of fertilization and pest control granular or liquid depending on weather conditions.
Weeds: Herbicide will be applied to St Augustine sod areas for control of broadleaf weeds.

Irrigation
The following work will be performed monthly as part of a service contract on the existing irrigation system.
Program controller for proper precipitation for each season. Assure proper operation of all control valves.
Operate and visually inspect each zone.
Adjust heads for correct arc and rotation as necessary.
Visually inspect entire property for proper coverage each month.
Materials such as nozzles, sprinkler heads, valves, pipe, etc. are not included in this contract and will be charged separately at a rate of $45.00 per man hour plus materials.

Landscape Debris
All landscape debris generated from the performance of this contract will be blown off or otherwise hauled away by Frank Polly Sod, Inc.
Dispose of all trash and litter in landscape beds.

Damages
We are not responsible for freeze/freeze damage cleanup. Areas of irrigation not 100% covered.
Insurance
The contractor carries Workers Compensation and General Liability for all properties.

General
Any and all requests for change in the normal maintenance schedule must be made through Mark Kirkland. The onsite foreman cannot make changes to the schedule without approval, as any work other than normal scheduled maintenance may interfere with the normal daily work schedule.
A quality control checklist for proper grounds maintenance will be completed and submitted to the owner or owner’s representative after each week of service.
Includes 30 yds of Pine Bark, once a year
Work Not Included
The following items would be an “extra” to this contract unless specifically mentioned above, but can be performed under a separate contract with the owner’s prior authorization.
Sweeping of parking areas, driveways and breezeways except for the clean-up of debris generated by our work.
Annuals -4” pots, installed @ $1.50 each
Cleanup of storm damage (i.e. branches, limbs, fallen debris, and washouts). Pruning and weeding of Homeowner’s beds not included.
Length of Contract
This contract will be for a period of twelve months beginning Oct. 1, 2024 and ending on Sept. 30, 2025

Compensation
Owner agrees to pay Frank Polly Sod, Inc., an amount of $3,100.00 per month. Payment is due by the 20th of the month following the service.

Should it become necessary for either party incident to this contract to institute legal actions for enforcements of any provisions for this contract, the prevailing party shall be entitled for all court costs and attorney fees incident to such legal actions which are included by the other. Both parties agree that any court action will be in Lake County, the primary location of Frank Polly Sod, Inc.

Other provisions
Owner shall have the right to give Frank Polly Sod, Inc., thirty days written notice of cancellation with or without cause delivered by Certified Mail.
The undersigned parties warrant that they are authorized representatives of their respective companies and have the requisite authority to bind their employer and/or principal.
This agreement is not a binding contract until signed by all parties. Dated this 	 day of 	, 20 .

Frank Polly, Owner	Authorized Representative Frank Polly Sod, Inc.

Printed Name

Section VI

September 23, 2024 Mark McDonald Lennar, Orlando
6675 Westwood Boulevard, 5th Floor, Orlando, FL, 32821 813-316-3349
mark.mcdonald@lennar.com

Subject: Knightsbridge
Flight Acreage: 157 +/-

Fee estimate for drone flyovers, data processing, and cloud software subscription (Oct 2024 - Mar 2025).

We are happy to begin services to track construction progress for this project on the following terms. Access to each project within the software is included for 60 days after the final scan date. This 60-day period restarts with contract extensions and renewals. Read-only software extensions are available. Contact your Account Executive for more details. Start and end dates are approximates. If services are delayed for any reason, this agreement automatically extends in duration to account for the quantities agreed herein.

TraceAir reserves the right to revise service fees upon requested change(s) to the project monitoring area.

Service (See Descriptions Below)	Frequency	Price	Quantity	Subtotal	
Gold Scans
Oct 01, 2024 – Mar 31, 2025	Bi-Weekly	$1,550.00	14	$21,700.00	
Estimated Total Cost: $21,700.00 USD					

Initials:	 Initials: 	

Product Descriptions		
Service	Scope	
Gold Scans	– Drone flyover. Processing of photos and geo-referencing to create an ortho-photo & digital elevation model. Includes hosting, software and support. Important to note: Flight markers are required for the geo-referenced sites. The measurements (X, Y, & Z coordinates) and maintenance of these can be conducted by the grading contractor or surveyor at the customer’s expense. QA/QC: vertical accuracy assessment and report per each scan. One 360 panorama per scan (location on customer’s choice).	

Initials:	 Initials: 	

Billing Contact: Email:
PO/Project Number:

By signing below both parties agree to the Terms & Conditions.

Agreed,

Will Johnson
Head of Sales, TraceAir Technologies

Mark McDonald
Lennar, Orlando

Section VII

Section C

Section 1

Summary of Check Register

September 4, 2024 to Octomber 7, 2024

General Fund					
	9/5/24	89	$	5,875.00	
	9/12/24	90	$	587.00	
	9/30/24	91	$	161,836.25	
	10/3/24	92-95	$	15,974.57	

CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#
9/05/24 00010	9/03/24 18293	202409 320-53800-46200	*	5,875.00
LANDSCAPE MAINT SEP24
FRANK POLLY SOD, INC	5,875.00 000089
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
9/12/24 00002	8/31/24 09932808 202408 310-51300-48000	*	587.00
PH/ADOPT FY25 BUDGET
TRIBUNE PUBLISHING COMPANY LLC DBA	587.00 000090
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
9/30/24 00013	9/30/24 09302024 202409 300-20700-10000	*	161,836.25
FY24 S2024 DIRECT ASSESS
KNIGHTSBRIDGE CDD C/O US BANK	161,836.25 000091
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
10/03/24 00001	9/01/24 36	202409 310-51300-34000	*	3,333.33
MANAGEMENT FEES SEP24
9/01/24 36	202409 310-51300-35200	*	100.00
WEBSITE ADMIN SEP24
9/01/24 36	202409 310-51300-35100	*	150.00
INFORMATION TECH SEP24
9/01/24 36	202409 310-51300-31300	*	291.67
DISSEMINATION SVCS SEP24
9/01/24 36	202409 310-51300-51000	*	.12
OFFICE SUPPLIES SEP24
9/01/24 36	202409 310-51300-42000	*	15.62
POSTAGE SEP24
9/01/24 36	202409 310-51300-42500	*	17.85
COPIES SEP24
9/01/24 37	202409 320-53800-34000	*	1,250.00
FIELD MANAGEMENT SEP24
9/15/24 38	202410 310-51300-31700	*	5,250.00
ASSESSMENT ROLL FY25
GOVERNMENTAL MANAGEMENT SERVICES-	10,408.59 000092
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
10/03/24 00014	9/30/24 09302024 202409 300-20700-10200	*	3,915.17
FUND REQ #38

MADDEN, MOORHEAD & STOKES LLC	525.85 000095
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
TOTAL FOR BANK A	184,272.82 KNIB KNIGHTSBRIDGE	ZYAN
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#

TOTAL FOR REGISTER	184,272.82

KNIB KNIGHTSBRIDGE	ZYAN

Section 2

Knightsbridge
Community Development District

Unaudited Financial Reporting
September 30, 2024

Table of Contents

1		Balance Sheet	

2-3	
	General Fund	

4	
	Debt Service Fund Series 2024	

5	
	Capital Projects Fund	

6-7	
	Month to Month	

8	
	Assessment Receipt Schedule	
Combined Balance Sheet September 30, 2024

	General Fund	Debt Service Fund	Capital Projects Fund	Total Governmental Funds	
Assets:					
Cash:					
Operating Account	$	31,682	$	-	$	-	$	31,682	
Due from Capital	$	3,819	$	-	$	-	$	3,819	
Due from Developer	$	(5,408)  $	-	$	-	$	(5,408)	
Prepaid Expenses	$	5,408	$	-	$	-	$	5,408	
Investments:					

Series 2024
Reserve	
$	
-	$	208,069	
$	-	$	208,069			
Revenue	$	-	$	687	$	-	$	687			
Cost of Issuance	$	-	$	-	$	106	$	106			
Total Assets	$	35,501	$	208,756	$	106	$	244,363			
Liabilities:
Accounts Payable	

$	10,725	

$	

-	$	-	$	10,725			
Due to General Fund	$	-	$	-	$	3,819	$	3,819			
Total Liabilites	$	10,725	$	-	$	3,819	$	14,543			

Fund Balance:
Nonspendable:
Deposits and Prepaid Items	

$	(5,408)	

$	

-	$	-	$	(5,408)			
Restricted:						
Debt Service	$	-	$	208,756	$	-	$	208,756			
Capital Projects	$	-	$	-	$	(3,713)	$	(3,713)			
Unassigned	$	30,185	$	-	$	-	$	30,185		
Total Fund Balances	$	24,777	$	208,756	$	(3,713)	$	229,819		
						
Total Liabilities & Fund Balance	$	35,501	$	208,756	$	106	$	244,363		

Adopted	Prorated Budget	Actual		
Budget	Thru 09/30/24	Thru 09/30/24	Variance	

Revenues:					
Assessments	$	151,677	$	151,677	$	151,959	$	281	
Developer Contributions	$	264,083	$	264,083	$	36,511	$	(227,572)	
Total Revenues	$	415,760	$	415,760	$	188,469	$	(227,291)	

Expenditures:					
General & Administrative:					
Supervisor Fees	$	12,000	$	12,000	$	8,600	$	3,400	
FICA Expenditures	$	918	$	918	$	658	$	260	
Engineering	$	10,000	$	10,000	$	3,342	$	6,658	
Attorney	$	20,000	$	20,000	$	22,445	$	(2,445)	
Annual Audit	$	5,000	$	5,000	$	3,350	$	1,650	
Assessment Administration	$	5,000	$	5,000	$	5,000	$	-	
Arbitrage	$	900	$	900	$	-	$	900	
Dissemination	$	7,000	$	7,000	$	1,458	$	5,542	
Trustee Fees	$	8,142	$	8,142	$	-	$	8,142	
Management Fees	$	40,000	$	40,000	$	40,000	$	-	
Information Technology	$	1,800	$	1,800	$	1,800	$	-	
Website Maintenance	$	1,200	$	1,200	$	1,200	$	-	
Telephone	$	300	$	300	$	-	$	300	
Postage & Delivery	$	1,000	$	1,000	$	156	$	844	
Insurance	$	5,750	$	5,750	$	5,200	$	550	
Copies	$	1,000	$	1,000	$	66	$	934	
Legal Advertising	$	5,000	$	5,000	$	4,749	$	251	
Other Current Charges	$	2,500	$	2,500	$	486	$	2,014	
Property Appraiser	$	-	$	-	$	295	$	(295)	
Office Supplies	$	625	$	625	$	2	$	623	
Travel Per Diem	$	660	$	660	$	-	$	660	
Dues, Licenses & Subscriptions	$	175	$	175	$	175	$	-	
Total General & Administrative	$	128,970	$	128,970	$	98,982	$	29,988	

Adopted	Prorated Budget	Actual		
Budget	Thru 09/30/24	Thru 09/30/24	Variance	

Operations & Maintenance					
Field Expenditures					
Property Insurance	$	10,000	$	10,000	$	-	$	10,000	
Field Management	$	15,000	$	15,000	$	12,500	$	2,500	
Landscape Maintenance	$	119,700	$	119,700	$	47,375	$	72,325	
Landscape Replacement	$	10,000	$	10,000	$	-	$	10,000	
Pond Maintenance	$	8,026	$	8,026	$	-	$	8,026	
Streetlights	$	53,064	$	53,064	$	-	$	53,064	
Electric	$	10,000	$	10,000	$	84	$	9,916	
Water	$	30,000	$	30,000	$	11,023	$	18,977	
Sidewalk & Asphalt Maintenance	$	10,000	$	10,000	$	-	$	10,000	
Irrigation Repairs	$	6,000	$	6,000	$	-	$	6,000	
General Repairs & Maintenance	$	5,000	$	5,000	$	-	$	5,000	
Stormwater Maintenance	$	5,000	$	5,000	$	-	$	5,000	
Field Contingency	$	5,000	$	5,000	$	-	$	5,000	
Total Operations & Maintenance	$	286,790	$	286,790	$	70,982	$	215,808	
					
Total Expenditures	$	415,760	$	415,760	$	169,964	$	245,796	
					
Excess (Deficiency) of Revenues over Expenditures	$	-		$	18,505		
					
Fund Balance - Beginning	$	-		$	6,271		
					
Fund Balance - Ending	$	-		$	24,777		

Revenues:

Interest	$	-	$	-	$	5,163	$	5,163	
Total Revenues	$	-	$	-	$	5,163	$	5,163	

Expenditures:					
Series 2024
Interest - 12/15	

$	-	

$	-	

$	-	

$	-	
Principal - 6/15	$	-	$	-	$	-	$	-	
Interest - 6/15	$	63,835	$	63,835	$	63,835	$	-	
Total Expenditures	$	63,835	$	63,835	$	63,835	$	-	
					
Excess (Deficiency) of Revenues over Expenditures	$	(63,835)		$	(58,672)		

Other Financing Sources/(Uses):					
Bond Proceeds	$	271,904	$	271,904	$	271,904	$	-	
Transfer In/(Out)	$	-	$	-	$	(4,476)	$	(4,476)	
Total Other Financing Sources/(Uses)	$	271,904	$	271,904	$	267,428	$	(4,476)	
					
Net Change in Fund Balance	$	208,069		$	208,756		
					
Fund Balance - Beginning	$	-		$	-		
					
Fund Balance - Ending	$	208,069		$	208,756		
Knightsbridge
Community Development District Capital Projects Fund
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending September 30, 2024

Adopted	Prorated Budget	Actual		
Budget	Thru 09/30/24	Thru 09/30/24	Variance	

Revenues:					
Developer Advancements	$	-	$	-	$	1,941	$	1,941	
Interest	$	-	$	-	$	120,252	$	120,252	
Total Revenues	$	-	$	-	$	122,193	$	122,193	

Expenditures:					
Capital Outlay	$	-	$	-	$	5,667,520	$	(5,667,520)	
Capital Outlay - Cost of Issuance	$	-	$	-	$	365,958	$	(365,958)	
Total Expenditures	$	-	$	-	$	6,033,478	$	(6,033,478)	
					
Excess (Deficiency) of Revenues over Expenditures	$	-	$	(5,911,285)		

Other Financing Sources/(Uses):					
Bond Proceeds	$	-	$	-	$	5,903,096	$	5,903,096	
Transfer In/(Out)	$	-	$	-	$	4,476	$	4,476	
Total Other Financing Sources/(Uses)	$	-	$	-	$	5,907,572	$	5,907,572	
					
Net Change in Fund Balance	$	-	$	(3,713)		
					
Fund Balance - Beginning	$	-	$	-		
					
Fund Balance - Ending	$	-	$	(3,713)		

Revenues:

Assessments	$	-	$	-	$	151,806	$	152	$	-	$	-  $	-	$	-	$	-	$	-	$	-  $	-	$  151,959	
Developer Contributions	$	5,200	$	-	$	-	$	-	$	-	$	-  $	-	$	-	$	-	$	-	$	-  $	31,311	$	36,511	
Total Revenues	$	5,200	$	-	$	151,806	$	152	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	31,311	$  188,469							

Expenditures:														
General & Administrative:														
Supervisor Fees	$	600	$	-	$	2,000	$	-	$	-	$	1,000	$	-	$	1,800	$	800	$	800	$	800	$	800	$	8,600	
FICA Expenditures	$	46	$	-	$	153	$	-	$	-	$	77	$	-	$	138	$	61	$	61	$	61	$	61	$	658	
Engineering	$	401	$	268	$	542	$	-	$	553	$	-	$	105	$	105	$	736	$	107	$	526	$	-	$	3,342	
Attorney	$	5,963	$	(152)	$	937	$	298	$	1,581	$	2,189	$	900	$	2,326	$	3,677	$	3,664	$	1,125	$	(64)	$	22,445	
Annual Audit	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	3,350	$	-	$	-	$	3,350	
Assessment Administration	$	5,000	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	5,000	
Arbitrage	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	
Dissemination	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	292	$	292	$	292	$	292	$	292	$	1,458	
Trustee Fees	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	
Management Fees	$	3,333	$	3,333	$	3,333	$	3,333	$	3,333	$	3,333	$	3,333	$	3,333	$	3,333	$	3,333	$	3,333	$	3,333	$	40,000	
Information Technology	$	150	$	150	$	150	$	150	$	150	$	150	$	150	$	150	$	150	$	150	$	150	$	150	$	1,800	
Website Maintenance	$	100	$	100	$	100	$	100	$	100	$	100	$	100	$	100	$	100	$	100	$	100	$	100	$	1,200	
Telephone	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	
Postage & Delivery	$	4	$	30	$	1	$	-	$	25	$	5	$	5	$	2	$	2	$	58	$	9	$	16	$	156	
Insurance	$	5,200	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	5,200	
Printing & Binding	$	-	$	-	$	-	$	2	$	1	$	19	$	11	$	8	$	2	$	3	$	2	$	18	$	66	
Legal Advertising	$	-	$	-	$	-	$	2,081	$	2,081	$	-	$	-	$	-	$	-	$	-	$	587	$	-	$	4,749	
Other Current Charges	$	46	$	39	$	38	$	38	$	41	$	40	$	41	$	40	$	41	$	40	$	41	$	41	$	486	
Property Appraiser	$	-	$	-	$	-	$	-	$	295	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	295	
Office Supplies	$	0	$	0	$	0	$	-	$	1	$	0	$	0	$	0	$	0	$	0	$	0	$	0	$	2	
Travel Per Diem	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	
Dues, Licenses & Subscriptions	$	175	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	175	
Total General & Administrative	$	21,019	$	3,768	$	7,254	$	6,003	$	8,161	$	6,913	$	4,646	$	8,294	$	9,195	$	11,958	$	7,026	$	4,746	$	98,982	

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

Operations & Maintenance														
Field Expenditures
Property Insurance	

$	-	

$	-	

$	-	

$	-	

$	-	

$	-	

$	-	

$	-	

$	-	

$	-	

$	-	

$	-	

$	-	
Field Management	$	-	$	-	$	1,250	$	1,250	$	1,250	$	1,250	$	1,250	$	1,250	$	1,250	$	1,250	$	1,250	$	1,250	$	12,500	
Landscape Maintenance	$	-	$	-	$	2,000	$	4,000	$	4,000	$	4,000	$	4,000	$	5,875	$	5,875	$	5,875	$	5,875	$	5,875	$	47,375	
Landscape Replacement	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	
Pond Maintenance	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	
Streetlights	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	
Electric	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	61	$	23	$	-	$	84	
Water	$	-	$	-	$	1,319	$	527	$	768	$	607	$	665	$	920	$	1,466	$	2,270	$	1,794	$	687	$	11,023	
Sidewalk & Asphalt Maintenance	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	
Irrigation Repairs	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	
General Repairs & Maintenance	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	
Stormwater Maintenance	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	
Field Contingency	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	
Total Operations & Maintenance	$	-	$	-	$	4,569	$	5,777	$	6,018	$	5,857	$	5,915	$	8,045	$	8,591	$	9,456	$	8,941	$	7,812	$	70,982	
														
Total Expenditures	$	21,019	$	3,768	$	11,823	$	11,780	$	14,178	$	12,770	$	10,561	$	16,339	$	17,786	$	21,414	$	15,967	$	12,558	$  169,964	
														
Excess Revenues (Expenditures)	$	(15,819)	$	(3,768)	$	139,983	$	(11,627)	$	(14,178)	$	(12,770)	$	(10,561)	$	(16,339)	$	(17,786)	$	(21,414)	$	(15,967)	$	18,752	$	18,505	
Knightsbridge
Community Development District Special Assessment Receipt Schedule Fiscal Year 2024

ON ROLL ASSESSMENTS

Gross Assessment Net Assessments

$ 161,358.58
$ 151,677.07

$ 161,358.58
$ 151,677.07
100.00%	100.00%
Date	Distribution	Gross Amount	Commissions	Discount/Penalty	Interest	Net Receipts	O&M Portion	Total		
12/11/23	ACH	$161,358.58	($3,227.18)	($6,325.05)	$0.00	$151,806.35	$151,806.35	$151,806.35	
1/31/24	ACH	$0.00	$0.00	$0.00	$152.41	$152.41	$152.41	$152.41	
	TOTAL	$	161,358.58	$	(3,227.18)  $	(6,325.05)  $	152.41	$ 151,958.76	$151,958.76	$ 151,958.76	

DIRECT BILL ASSESSMENTS

Lennar
2024-09	Homes, LLC		Net Assessments	$ 161,836.25	$ 161,836.25	
Date Received	Due Date	Check Number	Net Assessed	Amount Received	Series 2024	
9/1/24	2288532	$	161,836.25	$ 161,836.25	$ 161,836.25		
		$	161,836.25	$ 161,836.25	$ 161,836.25