Tohoqua Community Development District
Agenda May 4, 2022

Tohoqua
Community Development District
Meeting Agenda
Wednesday	Tohoqua Amenity Center
May 4, 2022	1830 Fulfillment Drive
9:00 AM	Kissimmee, Florida 34744

Roll Call
Public Comment Period
Approval of Minutes of the April 6, 2022 Board of Supervisors Meeting
Ratification of Series 2021 (4A/5A Project) Requisition #6
Consideration of Resolution 2022-05 Approving the Proposed Budget for Fiscal Year 2023 and Setting a Public Hearing
Staff Reports
Attorney
Engineer
District Manager’s Report
Approval of Check Register
Balance Sheet and Income Statement
Amenity Manager’s Report
Field Manager’s Report
Other Business
Supervisors Requests
Adjournment

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MINUTES OF MEETING TOHOQUA
COMMUNITY DEVELOPMENT DISTRICT

The regular meeting of the Board of Supervisors of the Tohoqua Community Development District was held on Wednesday, April 6, 2022 at 9:00 a.m., at Tohoqua Amenity Center, 1830 Fulfillment Drive, Kissimmee, Florida.

Present and constituting a quorum:

Andre Vidrine	Chairman
Marcus Hooker	Vice Chairman
Rob Bonin	Assistant Secretary

Also present were:

George Flint	District Manager
Kristen Trucco	District Counsel
Eric Warren (by phone)	District Engineer
Alan Scheerer	Field Manager
Marcia Calleja	CALM
Larissa Diaz	CALM

FIRST ORDER OF BUSINESS	Roll Call
Mr. Flint called the meeting to order at 9:00 a.m. and called the roll. A quorum was present.

SECOND ORDER OF BUSINESS	Public Comment Period
Mr. Flint: We just have Board Members and staff.

THIRD ORDER OF BUSINESS	Approval of Minutes of the March 2, 2022
Board of Supervisors Meeting
Mr. Flint: Did the Board have any comments or corrections? Mr. Vidrine: No.
Mr. Flint: Then we need a motion to approve.

FOURTH ORDER OF BUSINESS	Consideration	of	Resolution	2022-04
Approving the Conveyance of Improvements Relating to Assessment Area Three for the Series 2021 Bonds
Mr. Flint: This is for the Phase 4A/5A project. Once the Board approves Resolution 2022-04, we have the associated requisition to be ratified. Kristen?
Ms. Trucco: I can go through the resolution, quickly. Like George said, this is a resolution related to Requisition #6 for the Series 2021 bonds. This is for a conveyance related to that requisition. The resolution is going to approve the conveyance documents that are attached to the resolution. Those include the Special Warranty Deed and Bill of Sale. Those documents transfer the real property tracts and improvements from the developer to the District. Following that is an agreement regarding taxes and Owners Affidavit. Those are promises from the developer that they are no outstanding taxes or encumbrances on the real property tracts or improvements that would hinder the ability of the District to maintain those. Following that is a certificate of the District Engineer. This certificate is required under the initial bond documents including the Acquisition Agreement where the District Engineer certifies that those conveyances are contemplated by the original development plans for the District and that the real property tracts abide by all of requirements of the District to only maintain them. If you have any questions, I can try to answer them now. Otherwise, we are just looking for the Board to approve Resolution 2022-04.
Mr. Flint: Are there any questions on the resolution or exhibits? If not, we need a motion to approve the resolution.

Consideration of Series 2021 (4A/5A Project) Requisition #6
Mr. Flint: I placed this item on the agenda in anticipation that we would have Requisition #6. Eric, are we still working on Requisition #6?
Mr. Warren: I sent that out on Friday. Did you not receive it? I didn’t get a bounce back. I probably should’ve called.
Mr. Flint: Okay.
Mr. Warren: I sent it out to you and Jan and Kristen on Friday.
Mr. Flint: We don’t technically need Board approval to process it. So, we can go ahead and move forward with processing Requisition #6 and we can bring it back at your next meeting to be ratified, if necessary. I don’t have the information in front of me. I thought it was in the agenda.
Mr. Warren: I can tell you really quickly.
Mr. Flint: Why don’t you go through it and then the Board can just approve it.
Mr. Warren: Yup. Briefly, it’s the same form as the others. Basically, it was for the transfer of the stormwater and sanitary sewer, which had a $3 million value. The requisition was only for $1,675,691.38, which is what I believe is the balance of the remaining bond money. Its significantly less than the actual value of the assets.
Ms. Trucco: So, the Series 2021 bond series is for the Phase 4A/5A project. It is going to come out of those bonds.
Mr. Flint: Requisition #6 would draw down the balance of the construction account. We probably have $2 million more in improvements than we do in funding. If the Board is comfortable approving Requisition #6 based on Eric’s description, we need a motion to approve it.

FIFTH ORDER OF BUSINESS	Ratification of Sidewalk Easement for Lot
134
Mr. Flint: Kristen?

Ms. Trucco: Yes. This was a request by the developer, Pulte Home Company (Pulte). The District approved one of these previously, I think in 2021. It is the same exact form of agreement. We are requesting an easement over Lot 134 that was owned by Pulte in order to construct and maintain the sidewalk. So, we have the form of the easement here and then there’s an exhibit showing the exact location of the sidewalk and the easement. If you have any questions, we can answer them now. Otherwise, we are just looking for a motion to approve the sidewalk easement.
Mr. Flint: Are there any questions on the easement? If not, we need a motion to ratify.

SIXTH ORDER OF BUSINESS	Ratification of Requisitions
Series 2018 Requisition #2
Series 2021 (Phase 2 Project) Requisition #5 - #7
Series 2021 (Phase 4A/5A Project) Requisition #4 - #5
Mr. Flint: We have some requisitions to be ratified. Requisition #2 for the Series 2018 bonds, reimburses the District for some expenses that they paid for $735 through the General Fund. Then for the Series 2021 bonds, for the Phase 2 project, we have Requisitions #5, #6 and #7. Requisition #5 is also payable to the CDD for $1,924 to reimburse for engineering services. We paid Poulos & Bennett and then reimbursing the District for that. Requisition #6 is for Poulos & Bennett for $52.50 and Requisition #7 is for Poulos & Bennett for $1,050. Then we have Requisitions #4 and #5 for Series 2021, which preceded Requisition #6 that you just approved. Requisition #4 is for $745 to reimburse the District for engineering expenses and Requisition #5 is also to Poulos & Bennett for $1,035. Are there any questions on the requisitions? If not, we need a motion to ratify the ones that I just covered.

SEVENTH ORDER OF BUSINESS	Staff Reports
Attorney
Mr. Flint: Kristen, do you have anything else?
Ms. Trucco: No. The only update is that we are moving forward with the contraction. So, you will see some more documents at upcoming meetings. Otherwise, I have no updates for the Board.
Mr. Flint: Okay. Are there any questions for District Counsel? Hearing none,

Engineer
Mr. Flint: Eric, do you have anything else for the Board?
Mr. Warren: I do not have anything else, but I’m available for questions if there are any. Mr. Flint: Are there any questions for Eric? Hearing none,

District Manager’s Report
Approval of Check Register
Mr. Flint: You have the Check Register for February 20, 2022 through March 29, 2022 totaling $158,49902. Are there any questions on the Check Register? If not, we need a motion to approve it.

Balance Sheet and Income Statement
Mr. Flint: We have the Unaudited Financial Statements through the end of February. You have the combined Balance Sheet for the General Fund, Debt Service Fund and Capital Project Funds. Then we have the Statement of Revenues and Expenditures for each of the funds as well as a month-to-month summary of revenues and expenses for the General Fund. Are there any questions on the financials? Hearing none,

Presentation of Arbitrage Rebate Calculation Reports
Mr. Flint: We have the Arbitrage Rebate Calculation Report for the Series 2021 bonds for the Phase 2 project dated March 5, 2021. We are required to do this calculation under the IRS code to make sure that we are not earning more interest than we are paying. You can see that we

have a negative rebatable arbitrage of $71,791. So, there are no arbitrage issues. That is the first one. Then we have the Series 2021 bonds with negative arbitrage of $85,000. We just have those two reports. Are there any questions on the reports? If not, we need a motion to accept them.

Amenity Manager’s Report
Mr. Flint: Larissa or Marcia, are you going to present the Amenity Report?
Ms. Diaz: Yes. Good morning. In March, we had one Clubhouse rental. You can see a recap of the events that we had in March. One of them was the St. Patrick’s scavenger hunt. It was surprisingly nice. The residents supported it. We gave away personalized mints. You will find the event schedule for this month. The Happy Hoppy Easter is becoming very popular. We had a lot of RSVPs. You also have a summary of the Usage Report for the pool and Gym. I have pictures of the March events. Are there any questions?
Mr. Vidrine: No questions. Very nice. Ms. Diaz: Thank you.

Field Manager’s Report
Mr. Scheerer: Just briefly, we are meeting regularly with United Land Services (United) to review the entire community. We are dealing with some weed pressure right now. They should be onsite today doing the edging and tree rings. We are moving to weekly service in the month of April. I’m talking with Mr. Jay Robins at Pulte. He has a couple of areas that he would like to turn over. We will be reviewing those areas in the next 30 days and bringing back and addendum for a couple of ponds and maybe a third pond that is in Phases 2 and 4. The one in Phase 5 is what he is looking to turn over to us. We are working with the contractor to get the as- builts and the irrigation system. We have an issue with the slide at the playground. We are working on repairing it. It has pulled out of its brackets and we are having a hard time putting it back. So, it has been roped off for now while we are working on it. Staff was out here recently looking at a location for a bike rack at the pavilion for all of the school kids. I don’t know if we will have enough bike racks for all of the kids that are up there in the morning. Sod was removed by the mail kiosk. We are going to have to do some additional work over there to get that cleaned

up and tied into the sidewalk. The sod will be replaced where the dirt has been sitting for a while. I’ll be here most of the morning with United. If there are any questions, I would be happy to answer them for you.
Mr. Flint: Are there any questions for Alan? Hearing none,

EIGHTH ORDER OF BUSINESS	Other Business
Mr. Flint: That was all of the business items we had. Was there anything else that the Board wanted to discuss that was not on the agenda?
Mr. Vidrine: No.

NINTH ORDER OF BUSINESS	Supervisors Requests
Mr. Flint: If there is nothing else, we need a motion to adjourn.

TENTH ORDER OF BUSINESS	Adjournment

Secretary / Assistant Secretary	Chairman / Vice Chairman

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TOHOQUA COMMUNITY DEVELOPMENT DISTRICT SERIES 2021 (PHASE 4A / 5A PROJECT) BONDS PHASE 4A / 5A (PHASE 4A / 5A PROJECT)

(Acquisition and Construction)

The undersigned, a Responsible Officer of the Tohoqua 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 National Association, as trustee (the "Trustee"), dated as of February 1, 2018, as supplemented by that certain Third Supplemental Trust Indenture dated as March 1, 2021 (collectively, the "Indenture") (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture):

Requisition Number: Requisition No. 6

Identify Acquisition Agreement, if applicable; Series 2021 (Phase 4A / 5A Project) Bonds;

Name of Payee pursuant to Acquisition Agreement: Pulte Home Company LLC

Amount Payable: $1,675,691.38

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments):

The enclosed Requisition No. 6 Includes Costs Associated with the following portions of development located within Phase 4A / 5A:

Construction Costs (See Table 1)
o	Phase 4A / 5A Infrastructure

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

Phase 4A/5A Project 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 2021 (Phase 4A / SA Project) Special Assessments;

each disbursement set forth above was incurred in connection with the Cost of the Phase 4A / SA Project; and

each disbursement represents a cost of the Phase 4A / SA 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.

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.

TOHOQUA COMMUNITY DEVELOPMENT DISTRICT

By:			 Responsible Officer

Date:	_

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

The undersigned Consulting Engineer hereby certifies that this disbursement is for the Cost of the Phase 2 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.

2

Tohoqua Community Development District
PHASE 4A / 5A (PHASE 4A / 5A PROJECT) ACQUISITION & REQUISITION #6

Prepared For
Tohoqua Community Development District

Date
April 1, 2022

2602 E. Livingston St. | Orlando, Florida 32803 | Tel: 407.487.2594 | www.poulosandbennett.com FBPE Certificate of Authorization No. 2856
TABLE OF CONTENTS

Section 1	Requisition No. 6
Requisition No. 6 for Disbursement Requisition No. 6 Summary
Table 1: Summary of Costs for Requisition #6

Section 2	Infrastructure Exhibits
Exhibit 1: Proposed Public & Private Uses Within CDD Exhibit 2: Stormwater System
Exhibit 3: Wastewater Collection System

Section 3	Supplemental Documents
Exhibit A: Contractor Construction Pay Applications & Lien Releases Exhibit B: Certified Stormwater As-Builts
Exhibit C: Wastewater Clearance Report Exhibit D: Utility Bill of Sale
Exhibit E: Tohoqua Phase 4A & 5A Recorded Plats
Section 1
Requisition No. 6
TOHOQUA COMMUNITY DEVELOPMENT DISTRICT SERIES 2021 (PHASE 4A / 5A PROJECT) BONDS PHASE 4A / 5A (PHASE 4A / 5A PROJECT)

(Acquisition and Construction)

The undersigned, a Responsible Officer of the Tohoqua 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 National Association, as trustee (the “Trustee”), dated as of February 1, 2018, as supplemented by that certain Third Supplemental Trust Indenture dated as March 1, 2021 (collectively, the “Indenture”) (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture):

Requisition Number: Requisition No. 6

Identify Acquisition Agreement, if applicable; Series 2021 (Phase 4A / 5A Project) Bonds;

Name of Payee pursuant to Acquisition Agreement: Pulte Home Company LLC

Amount Payable: $1,675,691.38

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments):

The enclosed Requisition No. 6 Includes Costs Associated with the following portions of development located within Phase 4A / 5A:

Construction Costs (See Table 1)
o Phase 4A / 5A Infrastructure
Fund or Account and subaccount, if any, from which disbursement to be made:

Phase 4A/5A Project 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 2021 (Phase 4A / 5A Project) Special Assessments;

each disbursement set forth above was incurred in connection with the Cost of the Phase 4A / 5A Project; and

each disbursement represents a cost of the Phase 4A / SA 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.

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.

TOHOQUA COMMUNITY DEVELOPMENT DISTRICT

By:			 Responsible Officer

Date:	_

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

The undersigned Consulting Engineer hereby certifies that this disbursement is for the Cost of the Phase 2 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.

2
REQUISITION NO. 6 SUMMARY

Tohoqua Community Development District (CDD) Acquisition & Requisition Request No. 6 is detailed in the following report. Requisition No. 6 is for the Phase 4A / 5A (Phase 4A / 5A Project). Phase 4A is recorded in Plat Book 30 Pages 124-129, and Phase 5A is recorded in Plat Book 30 Pages 175-179 (see Exhibit E). Phase 4A & 5A include 249 residential lots.
Requisition No. 6 includes the reimbursement request from Pulte Home Company LLC for Phase 4A / 5A per Exhibit 12 capital improvement costs of the Third Supplemental CDD Engineer’s Report as dated February 3, 2021. The request includes the following infrastructure:
Facilities (See Exhibit 2 & 3)
Stormwater System
Wastewater System (Sanitary Sewer & Lift Station)
Please note Table 1 and the Exhibits referenced above provide additional details on costs, scope, and percentage of applicable costs which applies to the Phase 4A / 5A Project.

Table 1 provides a summary of the percentage that is reimbursable based on CDD infrastructure related to the above facilities. Since the project has not been certified complete Requisition No. 3 includes a portion of the construction costs paid by Pulte to Jon M. Hall Company LLC based on Pay Applications for the period ending February 28, 2022 as reviewed by Poulos & Bennett.

Stormwater System (PHASE 4A)

Wastewater System (PHASE 4A)

Phase 4A Total Available Funding: Phase 4A Total Minus 5% Retainage
$ 2,162,667.64
$ 2,054,534.26

Stormwater System (PHASE 5A)

Wastewater System (PHASE 5A)

Phase 5A Total Available Funding: Phase 5A Total Minus 5% Retainage
$ 1,020,486.35
$	969,462.03

GRAND TOTAL (PHASE 4A & 5A) AVAILABLE FUNDING: GRAND TOTAL (PHASE 4A & 5A) MINUS 5% RETAINAGE
$ 3,183,153.99
$ 3,023,996.29

Requisition #6 Funding Amount	$ 1,675,691.38
Section 2 Infrastructure Exhibits
LEGEND

PHASE 2 BOUNDARY
CDD Boundary (784.0 Ac.) Ex. Phase 1 & 2 Boundary
Phase 4 Boundary
Phase 5 Boundary

PHASE 4A BOUNDARY

Private

HOA/CDD Park Space

PHASE 1 BOUNDARY

PHASE 5A BOUNDARY

CDD Stormwater Tracts Schools
Conservation Area County/City Roads & Utilities
County/City Alley's & Utilities

Private Roads (Public Utilities)

TOHOQUA CDD BOUNDARY

PHASE 5B BOUNDARY

PHASE 4B BOUNDARY

Note:
Concept plan subject to revisions as approved by County or City

Proposed Public & Private Uses Within CDD
Tohoqua CDD	N

January 15, 2021
P & B Job No.: 18-139

2602 E. Livingston St. Orlando, Florida 32803- 407.487.2594

www.poulosandbennett.com Certificate of Authorization No. 28567

Exhibit 1
PHASE 1 BOUNDARY
PHASE 4A BOUNDARY

PHASE 5A BOUNDARY

PHASE 5B BOUNDARY

PHASE 4B BOUNDARY

Stormwater Collection System
Tohoqua CDD	N

March 31, 2022
P & B Job No.: 12-044

2602 E. Livingston St. Orlando, Florida 32803 - 407.487.2594

www.poulosandbennett.com Certificate of Authorization No. 28567

Exhibit 2
PHASE 1 BOUNDARY
PHASE 4A BOUNDARY

PHASE 5A BOUNDARY

PHASE 5B BOUNDARY

PHASE 4B BOUNDARY

Wastewater Collection System
Tohoqua CDD	N

March 31, 2022
P & B Job No.: 12-044

2602 E. Livingston St. Orlando, Florida 32803 - 407.487.2594

www.poulosandbennett.com Certificate of Authorization No. 28567

Exhibit 3
Section 3 Supplemental Documents

APPLICATION AND CERTIFICATE FOR PAYMENT
TO OWNER:
Pulte Group - 1045
4901 Vineland Road, suite 500
Orlando FL 32811

FROM CONTRACTOR:
Jon M. Hall Company
1400 Martin Luther King Jr. Blvd Sanford, FL 32771
PROJECT:	20008
Pulte Project#: Tohoqua - WO # 03
WO-03 Tohoqua Phase 4 (Primary)

VIA ENGINEER:
Poulos & Bennett 2602 E. Livingston St. Orlando, FL 32803
APPLICATION NO.: 20008-WO3-21
APPLICATION DATE:	2/25/2022 PERIOD TO:	2/28/2022

CONTRACT DATE:	07/20/20

Pulte Group 1045
Ph: 407-215-0410	Ph: 407-487-2594
CONTRACTOR'S APPLICATION FOR PAYMENT
Application is made for payment, as shown below.in connection with the contract. Continuation sheets, as applicable, are attached

ORIGINAL CONTRACT SUM

Net change by Change Orders

Contract Sum To Date  (line 1+2)

TOTAL COMPLETED AND STORED TO DATE
(Column Kon individual sheets)

RETAINAGE:
a. 5% of completed work

TOTAL EARNED LESS RETAINAGE
( Line 4 less Line 5 Total)
LESS PREVIOUS PAYMENTS
(Line 6 from prior Application )
CURRENT PAYMENT DUE

BALANCE TO FINISH, INCL. RETAINAGE
(Line 3 less Line 6)  ..........................................  $	517,686.04

$  6,787,260.37

 $	370,751.56 

$  7,158,011.93

$  6,989,816.73

 $	349,490.84 

$  6,640,325.89

$  6,633,438.25
6,887.64 !

The undersigned Contractor certifies that to the best of the Contractors knowledge, information and belief the Work covered by this Application for payment has been completed in accordance with the contract documents and that all amounts have been paid by the Contractor for work for which previous Certificates for Payment were issued and payments received from the Owner, and that current payment shown herein is now due.

Date:	February 25, 2022

State of : Florida County of: Seminole
Subscribed and sworn to before me
this	Z6	th day o_f	 ._.=,... ...,c·uss lONIeuoneN 4linoJ41 papuos
[ZOZ '6Z PO SoJ!dX3 'WWOJ AW _.-:\_o'.l!•oi-.._
999( [ 991/ UO!SS!WWOJ	ff \
epµo1.:1 ,o ams - J!1qnd ,ueJoN ,;,,_ ..:J
9NI01VdS V'Sll	\: ,.,.;.,'.l,.,,".f./

ENGINEER'S OPINION FOR PAYMENT
In accordance with the Contract Documents, based on on-site observation and the data comprising this application, the Engineer's opinion to the Owner that to the best of the Enginee s knowledge, information and belief, the work has progressed as indicated, the quality of the work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the Amount opinioned.

AMOUNT OPINIONED	 _	Date:	_
(Attach explanation if amount opinioned differs from the amount applied for. Initial all figures on this application and on the Continuation Sheet that are changed to conform to the amount opinioned.)

Engineer:
By:.	 Date:	_

Vendor:	Jon M Hall	APPLICATION NO.: 20008-WO3-21				
Community:	7285	Tohoqua - WO # 03	APPLICATION DATE:	2/25/2022	
Division Code:	1045	WO-03 Tohoqua Phase 4 (Primary)	PERIOD TO:	2/28/2022	
Project #:
Contract Date:	
7/20/2020				

Summary of Coding															
	WO#02	Total for All CO's		Overall Contract Totals											

Cost Code	

Description	

Contract Amount	

Amount Previous Application	

Amount This Period	

Remaining To Finish	

Contract Amount	

Amount Previous Application	

Amount This Period	

Remaining To Finish		

Contract Amount	

Amount Previous Application	

Amount This Period	

Remaining To Finish	
10400	Clearing	$	39,825.00	$39,825.00	$0.00	$0.00	$	-	$0.00	$0.00	$	-		$	39,825.00	$	39,825.00	$	-	$	-	
10416	Earthwork	$  1,359,697.12	$1,330,696.52	$7,250.15	$21,750.45	$	106,124.27	$106,124.27	$0.00	$	-		$ 1,465,821.39	$ 1,436,820.79	$	7,250.15	$	21,750.45	
10438	Sewer	$  1,769,581.85	$1,769,581.85	$0.00	$0.00	$	83,214.05	$83,214.05	$0.00	$	-		$ 1,852,795.90	$ 1,852,795.90	$	-	$	-	
10442	Storm	$  1,179,456.00	$1,167,437.25	$0.00	$12,018.75	$	43,950.05	$43,950.05	$0.00	$	-		$ 1,223,406.05	$ 1,211,387.30	$	-	$	12,018.75	
10444	Water	$	611,603.50	$611,603.50	$0.00	$0.00	$	93,513.14	$93,513.14	$0.00	$	-		$	705,116.64	$	705,116.64	$	-	$	-	
10448	Reclaimed Water Distribution	$	363,248.80	$363,248.80	$0.00	$0.00	$	43,950.05	$43,950.05	$0.00	$	-		$	407,198.85	$	407,198.85	$	-	$	-	
10458	Paving / Roadway / Signs	$  1,463,848.10	$1,329,422.10	$0.00	$134,426.00	$	-	$0.00	$0.00	$	-		$ 1,463,848.10	$ 1,329,422.10	$	-	$	134,426.00	

Totals:	$  6,787,260.37	$  6,611,815.02	$	7,250.15	$	168,195.20	$	370,751.56	$	370,751.56	$	-	$	-		$  7,158,011.93	$  6,982,566.58	$	7,250.15	$	168,195.20	

Retainage:	$	349,128.33	$	362.51	$	8,409.76	

APPLICATION AND CERTIFICATE FOR PAYMENT,	20008-01	Application No: 20008-WO3-21
containing Contractor's signed Certification, is attached.	Pulte Project #:	Tohoqua - WO # 03	Application Date:	02/25/22 Phase 4A & 4B		Period To:	02/28/22															
A	A	B	C	D	E	F	G	H	I	J	K	L	M	N	
									WORK COMPLETED						
PULTE LDA CODE	
ITEM NO.	

DESCRIPTION OF WORK	

QTY	

U/M	

Unit Price	SCHEDULED VALUE

(C*E)	QTY INSTALLED PREVIOUS
PERIOD	QTY INSTALLED THIS
PERIOD	AMOUNT PREVIOUS APPLICATION
(E*G)	AMOUNT THIS PERIOD
(E*H)	COMPLETED AND STORED TO DATE
(I+J)	%

(K/F)	REMAINING TO
FINISH
(F-K)	RETAINAGE
Reduced
1/25/2022 (K*.050)	
10400 - CLEARING (Includes - Clearing, Demolition)															
10400	40010	Clear, Grub, And Disk Site	59	ACR	$675.00	39,825.00	59.00		39,825.00	0.00	39,825.00	100%	0.00	1,991.25	
		CLEARING Subtotal				39,825.00			39,825.00	-	39,825.00	100%	-	1,991.25	
10416 - EARTHWORK (Includes - Excavation, Grading, Mobilization, General Conditions, Seeding, Sodding )															
EARTHWORK - PHASE 4A															
10416	40011	Permits - Utilities (Allowance)	1	LS	$113,000.00	113,000.00	1.00		113,000.00	0.00	113,000.00	100%	0.00	5,650.00	
10416	40020	Jobsite Facilities	1	LS	$12,900.00	12,900.00	1.00		12,900.00	0.00	12,900.00	100%	0.00	645.00	
10416	40030	Supervision	1	LS	$45,600.00	45,600.00	1.00		45,600.00	0.00	45,600.00	100%	0.00	2,280.00	
10416	40040	Geotechnical Testing	1	LS	$61,100.00	61,100.00	1.00		61,100.00	0.00	61,100.00	100%	0.00	3,055.00	
10416	40050	Survey & As-Builts	1	LS	$95,900.00	95,900.00	1.00		95,900.00	0.00	95,900.00	100%	0.00	4,795.00	
10416	40060	Mobilization	1	LS	$92,900.00	92,900.00	1.00		92,900.00	0.00	92,900.00	100%	0.00	4,645.00	
10416	40070	Construction Entrance	3	EA	$9,300.00	27,900.00	3.00		27,900.00	0.00	27,900.00	100%	0.00	1,395.00	
10416	40080	Silt Fence	8,705	LF	$1.25	10,881.25	8,705.00		10,881.25	0.00	10,881.25	100%	0.00	544.06	
10416	40090	SWPPP Permit & Monitoring	1	LS	$5,440.00	5,440.00	1.00		5,440.00	0.00	5,440.00	100%	0.00	272.00	
10416	40100	Inlet Protection	7	EA	$99.50	696.50	7.00		696.50	0.00	696.50	100%	0.00	34.83	
10416	40120	Dewatering	215,142	CY	$0.74	159,205.08	215,142.00		159,205.08	0.00	159,205.08	100%	0.00	7,960.25	
10416	40150	Site Excavation (Cut To Fill)	15,820	BCY	$2.50	39,550.00	15,820.00		39,550.00	0.00	39,550.00	100%	0.00	1,977.50	
10416	40180	Pond Excav (Cut To Fill)	62,030	BCY	$2.80	173,684.00	62,030.00		173,684.00	0.00	173,684.00	100%	0.00	8,684.20	
10416	40190	Pond Excavation (Cut To Stockpile)	79,010	BCY	$2.25	177,772.50	79,010.00		177,772.50	0.00	177,772.50	100%	0.00	8,888.63	
10416	40200	Pond Excav (Load-Out Excess Fill Dirt To Pha	74,102	BCY	$0.90	66,691.80	74,102.00		66,691.80	0.00	66,691.80	100%	0.00	3,334.59	
10416	40210	Finegrade Pond(s)	20,661	SY	$0.57	11,776.77	20,661.00		11,776.77	0.00	11,776.77	100%	0.00	588.84	
10416	40220	Backfill Curbs / Grade ROW	12,587	SY	$0.83	10,447.21	12,587.00		10,447.21	0.00	10,447.21	100%	0.00	522.36	
10416	40230	Finegrade Tracts	4,552	SY	$0.33	1,502.16	4,552.00		1,502.16	0.00	1,502.16	100%	0.00	75.11	
10416	40240	Grade Lots (64,114 SY)	99	EA	$199.00	19,701.00	99.00		19,701.00	0.00	19,701.00	100%	0.00	985.05	
10416	40250	Rough Grade Pavement Box	17,430	SY	$0.62	10,806.60	17,430.00		10,806.60	0.00	10,806.60	100%	0.00	540.33	
10416	40260	Grade Sidewalk	1,547	SY	$0.96	1,485.12	1,547.00		1,485.12	0.00	1,485.12	100%	0.00	74.26	
		EARTHWORK Subtotal				1,138,939.99			1,138,939.99	-	1,138,939.99	100%	-	56,947.00	
10458 - ROADWORK (Includes - Subgrade Material/Compaction, Base, Asphalt, Curb, Sidewalks, ADA Ramps, and Sleeves)															
PAVING ON SITE - PHASE 4A															
10458	40270	6" Stabilized Curb Pads (FBV 50)	4,018	SY	$5.60	22,500.80	4,018.00		22,500.80	0.00	22,500.80	100%	0.00	1,125.04	
10458	40280	10" Stabilized Subgrade (LBR 40)	17,430	SY	$4.95	86,278.50	17,430.00		86,278.50	0.00	86,278.50	100%	0.00	4,313.93	
10458	40290	6" Crushed Concrete Base	13,769	SY	$14.00	192,766.00	13,769.00		192,766.00	0.00	192,766.00	100%	0.00	9,638.30	
10458	40300	1.5" SP-9.5 Asphalt (1 Lift) PH 4A	13,769	SY	$9.70	133,559.30	13,769.00		133,559.30	0.00	133,559.30	100%	0.00	6,677.97	
10458	40310	Striping & Signs (On-Site) PH 4A	1	LS	$16,400.00	16,400.00	1.00		16,400.00	0.00	16,400.00	100%	0.00	820.00	
		ROADWORK Subtotal				451,504.60			451,504.60	-	451,504.60	100%	-	22,575.23	
10438 - SANITARY SEWER															
APPLICATION AND CERTIFICATE FOR PAYMENT,	20008-01	Application No: 20008-WO3-21
containing Contractor's signed Certification, is attached.	Pulte Project #:	Tohoqua - WO # 03	Application Date:	02/25/22 Phase 4A & 4B		Period To:	02/28/22															
A	A	B	C	D	E	F	G	H	I	J	K	L	M	N	
									WORK COMPLETED						
PULTE LDA CODE	
ITEM NO.	

DESCRIPTION OF WORK	

QTY	

U/M	

Unit Price	SCHEDULED VALUE

(C*E)	QTY INSTALLED PREVIOUS
PERIOD	QTY INSTALLED THIS
PERIOD	AMOUNT PREVIOUS APPLICATION
(E*G)	AMOUNT THIS PERIOD
(E*H)	COMPLETED AND STORED TO DATE
(I+J)	%

(K/F)	REMAINING TO
FINISH
(F-K)	RETAINAGE
Reduced
1/25/2022 (K*.050)	
SANITARY - PHASE 4A															
10438	40320	Dewater Sanitary	1	LS	$49,200.00	49,200.00	1.00		49,200.00	0.00	49,200.00	100%	0.00	2,460.00	
10438	40330	Connect To Existing	3	EA	$1,290.00	3,870.00	3.00		3,870.00	0.00	3,870.00	100%	0.00	193.50	
10438	40340	8" PVC Gravity Sewer Main (0-6')	2,723	LF	$16.50	44,929.50	2,723.00		44,929.50	0.00	44,929.50	100%	0.00	2,246.48	
10438	40350	8" PVC Gravity Sewer Main (8'-10')	518	LF	$18.50	9,583.00	518.00		9,583.00	0.00	9,583.00	100%	0.00	479.15	
10438	40360	8" PVC Gravity Sewer Main (10'-12')	219	LF	$19.50	4,270.50	219.00		4,270.50	0.00	4,270.50	100%	0.00	213.53	
10438	40370	8" PVC Gravity Sewer Main (12'-14')	281	LF	$35.50	9,975.50	281.00		9,975.50	0.00	9,975.50	100%	0.00	498.78	
10438	40380	12" PVC Gravity Sewer Main (16'-18')	281	LF	$53.00	14,893.00	281		14,893.00	0.00	14,893.00	100%	0.00	744.65	
10438	40390	12" PVC Gravity Sewer Main (18'-20')	164	LF	$56.00	9,184.00	164.00		9,184.00	0.00	9,184.00	100%	0.00	459.20	
10438	40400	12" PVC Gravity Sewer Main (20'-22')	67	LF	$59.50	3,986.50	67.00		3,986.50	0.00	3,986.50	100%	0.00	199.33	
10438	40410	4' Diameter Manhole (0'-6') [St. Cloud Spec]	12	EA	$6,160.00	73,920.00	12.00		73,920.00	0.00	73,920.00	100%	0.00	3,696.00	
10438	40420	4' Diameter Polymer Manhole (0-6') [St. Cloud	1	EA	$13,700.00	13,700.00	1.00		13,700.00	0.00	13,700.00	100%	0.00	685.00	
10438	40430	4' Diameter Manhole (6'-8') [St. Cloud Spec]	1	EA	$7,290.00	7,290.00	1.00		7,290.00	0.00	7,290.00	100%	0.00	364.50	
10438	40440	4' Diameter Manhole (8'-10') [St. Cloud Spec]	1	EA	$8,210.00	8,210.00	1.00		8,210.00	0.00	8,210.00	100%	0.00	410.50	
10438	40450	4' Diameter Manhole (10'-12') [St. Cloud Spec]	1	EA	$9,360.00	9,360.00	1.00		9,360.00	0.00	9,360.00	100%	0.00	468.00	
10438	40460	5' Diameter Manhole (12'-14') [St. Cloud Spec]	1	EA	$11,300.00	11,300.00	1.00		11,300.00	0.00	11,300.00	100%	0.00	565.00	
10438	40470	5' Diameter Manhole (16'-18') [St. Cloud Spec]	1	EA	$14,900.00	14,900.00	1.00		14,900.00	0.00	14,900.00	100%	0.00	745.00	
10438	40480	5' Diameter Manhole (18-20') [St. Cloud Spec]	1	EA	$18,000.00	18,000.00	1.00		18,000.00	0.00	18,000.00	100%	0.00	900.00	
10438	40490	5' Diameter Polymer Manhole (20'-22') [St. Clo	1	EA	$36,650.00	36,650.00	1.00		36,650.00	0.00	36,650.00	100%	0.00	1,832.50	
10438	40500	Single Service	100	EA	$737.00	73,700.00	100.00		73,700.00	0.00	73,700.00	100%	0.00	3,685.00	
10438	40510	Sanitary Lift Station (28.5')	1	LS	$937,000.00	937,000.00	1.00		937,000.00	0.00	937,000.00	100%	0.00	46,850.00	
10438	40520	Connect To Existing (FM)	1	EA	$737.00	737.00	1.00		737.00	0.00	737.00	100%	0.00	36.85	
10438	40530	8" PVC Force Main	525	LF	$22.00	11,550.00	525.00		11,550.00	0.00	11,550.00	100%	0.00	577.50	
10438	40540	Fittings & Restraints (Forcemain)	1	LS	$8,700.00	8,700.00	1.00		8,700.00	0.00	8,700.00	100%	0.00	435.00	
10438	40550	8" Gate Valve	1	EA	$1,710.00	1,710.00	1.00		1,710.00	0.00	1,710.00	100%	0.00	85.50	
10438	40560	Gravity Main Air Testing	4,253	LF	$1.25	5,316.25	4,253.00		5,316.25	0.00	5,316.25	100%	0.00	265.81	
10438	40570	Gravity Main TV Testing	4,253	LF	$3.60	15,310.80	4,253.00		15,310.80	0.00	15,310.80	100%	0.00	765.54	
10438	40580	Pressure Test Force Main	525	LF	$1.95	1,023.75	525.00		1,023.75	0.00	1,023.75	100%	0.00	51.19	
		SANITARY SEWER Subtotal				1,398,269.80			1,398,269.80	-	1,398,269.80	100%	-	69,913.49	
10442 - STORM SEWER															
STORM - PHASE 4A															
10442	40590	Dewater Storm	1	LS	$49,600.00	49,600.00	1.00		49,600.00	0.00	49,600.00	100%	0.00	2,480.00	
10442	40600	Connect To Existing	2	EA	$950.00	1,900.00	2.00		1,900.00	0.00	1,900.00	100%	0.00	95.00	
10442	40610	15" RCP 0'-6' Deep	388	LF	$31.00	12,028.00	388.00		12,028.00	0.00	12,028.00	100%	0.00	601.40	
10442	40620	15" RCP 8'-10' Deep	236	LF	$33.00	7,788.00	236.00		7,788.00	0.00	7,788.00	100%	0.00	389.40	
10442	40630	18" RCP 0'-6' Deep	475	LF	$38.00	18,050.00	475.00		18,050.00	0.00	18,050.00	100%	0.00	902.50	
APPLICATION AND CERTIFICATE FOR PAYMENT,	20008-01	Application No: 20008-WO3-21
containing Contractor's signed Certification, is attached.	Pulte Project #:	Tohoqua - WO # 03	Application Date:	02/25/22 Phase 4A & 4B		Period To:	02/28/22															
A	A	B	C	D	E	F	G	H	I	J	K	L	M	N	
									WORK COMPLETED						
PULTE LDA CODE	
ITEM NO.	

DESCRIPTION OF WORK	

QTY	

U/M	

Unit Price	SCHEDULED VALUE

(C*E)	QTY INSTALLED PREVIOUS
PERIOD	QTY INSTALLED THIS
PERIOD	AMOUNT PREVIOUS APPLICATION
(E*G)	AMOUNT THIS PERIOD
(E*H)	COMPLETED AND STORED TO DATE
(I+J)	%

(K/F)	REMAINING TO
FINISH
(F-K)	RETAINAGE
Reduced
1/25/2022 (K*.050)	
10442	40640	18" RCP 6'-8' Deep	299	LF	$39.00	11,661.00	299.00		11,661.00	0.00	11,661.00	100%	0.00	583.05	
10442	40650	18" RCP 8'-10' Deep	141	LF	$40.50	5,710.50	141.00		5,710.50	0.00	5,710.50	100%	0.00	285.53	
10442	40660	24" RCP 0'-6' Deep	414	LF	$51.50	21,321.00	414.00		21,321.00	0.00	21,321.00	100%	0.00	1,066.05	
10442	40670	24" RCP 6'-8' Deep	329	LF	$52.50	17,272.50	329.00		17,272.50	0.00	17,272.50	100%	0.00	863.63	
10442	40680	24" RCP 8'-10' Deep	661	LF	$53.50	35,363.50	661.00		35,363.50	0.00	35,363.50	100%	0.00	1,768.18	
10442	40690	24" RCP 10'-12' Deep	431	LF	$56.00	24,136.00	431.00		24,136.00	0.00	24,136.00	100%	0.00	1,206.80	
10442	40700	30" RCP 8'-10' Deep	68	LF	$71.50	4,862.00	68.00		4,862.00	0.00	4,862.00	100%	0.00	243.10	
10442	40710	36" RCP 10'-12' Deep	175	LF	$100.00	17,500.00	175.00		17,500.00	0.00	17,500.00	100%	0.00	875.00	
10442	40720	42" RCP 10'-12' Deep	312	LF	$121.00	37,752.00	312.00		37,752.00	0.00	37,752.00	100%	0.00	1,887.60	
10442	40730	42" RCP 12'-14' Deep	78	LF	$124.00	9,672.00	78.00		9,672.00	0.00	9,672.00	100%	0.00	483.60	
10442	40740	48" RCP 6'-8' Deep	51	LF	$154.00	7,854.00	51.00		7,854.00	0.00	7,854.00	100%	0.00	392.70	
10442	40750	48" RCP 8'-10' Deep	397	LF	$158.00	62,726.00	397.00		62,726.00	0.00	62,726.00	100%	0.00	3,136.30	
10442	40760	48" RCP 10'-12' Deep	61	LF	$164.00	10,004.00	61.00		10,004.00	0.00	10,004.00	100%	0.00	500.20	
10442	40770	54" RCP 6'-8' Deep	0	LF	$190.00	-			0.00	0.00	0.00	0%	0.00	-	
10442	40780	54" RCP 8'-10' Deep	0	LF	$180.00	-			0.00	0.00	0.00	0%	0.00	-	
10442	40790	54" RCP 12'-14' Deep	472	LF	$208.00	98,176.00	472.00		98,176.00	0.00	98,176.00	100%	0.00	4,908.80	
10442	40800	54" RCP 14'-16' Deep	254	LF	$218.00	55,372.00	254.00		55,372.00	0.00	55,372.00	100%	0.00	2,768.60	
10442	40810	66" RCP 20'-22' Deep	0	LF	$302.00	-			0.00	0.00	0.00	0%	0.00	-	
10442	40820	C Inlet	1	EA	$2,280.00	2,280.00	1.00		2,280.00	0.00	2,280.00	100%	0.00	114.00	
10442	40830	D Inlet	1	EA	$2,790.00	2,790.00	1.00		2,790.00	0.00	2,790.00	100%	0.00	139.50	
10442	40840	D Control Structure	0	EA	$6,420.00	-			0.00	0.00	0.00	0%	0.00	-	
10442	40850	Temporary Control Structure	1	EA	$7,120.00	7,120.00	1.00		7,120.00	0.00	7,120.00	100%	0.00	356.00	
10442	40860	H Inlet	1	EA	$7,120.00	7,120.00	1.00		7,120.00	0.00	7,120.00	100%	0.00	356.00	
10442	40870	P-2 Curb Inlet	1	EA	$6,200.00	6,200.00	1.00		6,200.00	0.00	6,200.00	100%	0.00	310.00	
10442	40880	P-3 Curb Inlet	8	EA	$6,250.00	50,000.00	8.00		50,000.00	0.00	50,000.00	100%	0.00	2,500.00	
10442	40890	J-3 Curb Inlet	2	EA	$8,520.00	17,040.00	2.00		17,040.00	0.00	17,040.00	100%	0.00	852.00	
10442	40900	P-4 Curb Inlet	7	EA	$6,240.00	43,680.00	7.00		43,680.00	0.00	43,680.00	100%	0.00	2,184.00	
10442	40910	J-4 Curb Inlet	3	EA	$8,090.00	24,270.00	3.00		24,270.00	0.00	24,270.00	100%	0.00	1,213.50	
10442	40920	P Manhole	15	EA	$2,540.00	38,100.00	15.00		38,100.00	0.00	38,100.00	100%	0.00	1,905.00	
10442	40930	J Manhole	5	EA	$4,990.00	24,950.00	5.00		24,950.00	0.00	24,950.00	100%	0.00	1,247.50	
10442	40940	18" MES	1	EA	$1,410.00	1,410.00	1.00		1,410.00	0.00	1,410.00	100%	0.00	70.50	
10442	40950	24" MES	1	EA	$1,830.00	1,830.00	1.00		1,830.00	0.00	1,830.00	100%	0.00	91.50	
10442	40960	42" MES	1	EA	$5,500.00	5,500.00	1.00		5,500.00	0.00	5,500.00	100%	0.00	275.00	
10442	40970	48" MES	2	EA	$5,560.00	11,120.00	2.00		11,120.00	0.00	11,120.00	100%	0.00	556.00	
10442	40980	54" MES	2	EA	$7,570.00	15,140.00	2.00		15,140.00	0.00	15,140.00	100%	0.00	757.00	
10442	40990	Clean, Flush & TV	5,663	LF	$3.75	21,236.25	5,663.00		21,236.25	0.00	21,236.25	100%	0.00	1,061.81	
APPLICATION AND CERTIFICATE FOR PAYMENT,	20008-01	Application No: 20008-WO3-21
containing Contractor's signed Certification, is attached.	Pulte Project #:	Tohoqua - WO # 03	Application Date:	02/25/22 Phase 4A & 4B		Period To:	02/28/22															
A	A	B	C	D	E	F	G	H	I	J	K	L	M	N	
									WORK COMPLETED						
PULTE LDA CODE	
ITEM NO.	

DESCRIPTION OF WORK	

QTY	

U/M	

Unit Price	SCHEDULED VALUE

(C*E)	QTY INSTALLED PREVIOUS
PERIOD	QTY INSTALLED THIS
PERIOD	AMOUNT PREVIOUS APPLICATION
(E*G)	AMOUNT THIS PERIOD
(E*H)	COMPLETED AND STORED TO DATE
(I+J)	%

(K/F)	REMAINING TO
FINISH
(F-K)	RETAINAGE
Reduced
1/25/2022 (K*.050)	
		STORM SEWER Subtotal				788,534.75			788,534.75	-	788,534.75	100%	-	39,426.74	
10444 - POTABLE WATER															
WATER - PHASE 4A															
10444	41000	Connect To Existing	4	EA	$1,300.00	5,200.00	4.00		5,200.00	0.00	5,200.00	100%	0.00	260.00	
10444	41010	6" PVC Watermain	126	LF	$22.50	2,835.00	126.00		2,835.00	0.00	2,835.00	100%	0.00	141.75	
10444	41020	8" PVC Watermain	4,087	LF	$24.00	98,088.00	4,087.00		98,088.00	0.00	98,088.00	100%	0.00	4,904.40	
10444	41030	12" PVC Watermain	667	LF	$35.50	23,678.50	667.00		23,678.50	0.00	23,678.50	100%	0.00	1,183.93	
10444	41040	Fire Hydrant Assy	9	EA	$4,360.00	39,240.00	9.00		39,240.00	0.00	39,240.00	100%	0.00	1,962.00	
10444	41050	Fittings & Restraints - Water	1	LS	$32,900.00	32,900.00	1.00		32,900.00	0.00	32,900.00	100%	0.00	1,645.00	
10444	41060	8" Gate Valve	13	EA	$1,680.00	21,840.00	13.00		21,840.00	0.00	21,840.00	100%	0.00	1,092.00	
10444	41070	12" Gate Valve	6	EA	$3,290.00	19,740.00	6.00		19,740.00	0.00	19,740.00	100%	0.00	987.00	
10444	41080	2" Blow Off Valve	2	EA	$1,290.00	2,580.00	2.00		2,580.00	0.00	2,580.00	100%	0.00	129.00	
10444	41090	Single Service	12	EA	$541.00	6,492.00	12.00		6,492.00	0.00	6,492.00	100%	0.00	324.60	
10444	41100	Double Service	44	EA	$834.00	36,696.00	44.00		36,696.00	0.00	36,696.00	100%	0.00	1,834.80	
10444	41110	Temp Jumper	2	EA	$1,880.00	3,760.00	2.00		3,760.00	0.00	3,760.00	100%	0.00	188.00	
10444	41120	Sample Point	10	EA	$353.00	3,530.00	10.00		3,530.00	0.00	3,530.00	100%	0.00	176.50	
10444	41130	Test And Chlorinate	4,880	LF	$1.50	7,320.00	4,880.00		7,320.00	0.00	7,320.00	100%	0.00	366.00	
		POTABLE WATER Subtotal				303,899.50			303,899.50	-	303,899.50	100%	-	15,194.98	
10448 - RECLAIMED WATER															
RECLAIM - PHASE 4A															
10448	41140	Connect To Existing	3	EA	$1,300.00	3,900.00	3.00		3,900.00	0.00	3,900.00	100%	0.00	195.00	
10448	41150	4" PVC Reclaim Watermain	3,983	LF	$12.50	49,787.50	3,983.00		49,787.50	0.00	49,787.50	100%	0.00	2,489.38	
10448	41160	8" PVC Reclaim Watermain	660	LF	$24.00	15,840.00	660.00		15,840.00	0.00	15,840.00	100%	0.00	792.00	
10448	41170	Fittings And Restraints - Reuse	1	LS	$18,600.00	18,600.00	1.00		18,600.00	0.00	18,600.00	100%	0.00	930.00	
10448	41180	4" Gate Valve	14	EA	$914.00	12,796.00	14.00		12,796.00	0.00	12,796.00	100%	0.00	639.80	
10448	41190	8" Gate Valve	6	EA	$1,680.00	10,080.00	6.00		10,080.00	0.00	10,080.00	100%	0.00	504.00	
10448	41200	2" Blow Off Valve	4	EA	$1,190.00	4,760.00	4.00		4,760.00	0.00	4,760.00	100%	0.00	238.00	
10448	41210	Single Service	12	EA	$614.00	7,368.00	12.00		7,368.00	0.00	7,368.00	100%	0.00	368.40	
10448	41220	Double Service	45	EA	$1,080.00	48,600.00	45.00		48,600.00	0.00	48,600.00	100%	0.00	2,430.00	
10448	41230	Testing	4,643	LF	$1.15	5,339.45	4,643.00		5,339.45	0.00	5,339.45	100%	0.00	266.97	
		RECLAIMED WATER Subtotal				177,070.95			177,070.95	-	177,070.95	100%	-	8,853.55	
10458 - ROADWORK (Includes - Subgrade Material/Compaction, Base, Asphalt, Curb, Sidewalks, ADA Ramps, and Sleeves)															
CONCRETE - PHASE 4A															
10458	41240	A Curb	743	LF	$15.50	11,516.50	743.000		11,516.50	0.00	11,516.50	100%	0.00	575.83	
10458	41250	F Curb	7,426	LF	$17.00	126,242.00	7,426.000		126,242.00	0.00	126,242.00	100%	0.00	6,312.10	

10458	
41260	
Valley Gutter	
455	
LF	
$21.00	
9,555.00	
455.000		
9,555.00	
0.00	
9,555.00	
100%	
0.00	
477.75	
APPLICATION AND CERTIFICATE FOR PAYMENT,	20008-01	Application No: 20008-WO3-21
containing Contractor's signed Certification, is attached.	Pulte Project #:	Tohoqua - WO # 03	Application Date:	02/25/22 Phase 4A & 4B		Period To:	02/28/22															
A	A	B	C	D	E	F	G	H	I	J	K	L	M	N	
									WORK COMPLETED						
PULTE LDA CODE	
ITEM NO.	

DESCRIPTION OF WORK	

QTY	

U/M	

Unit Price	SCHEDULED VALUE

(C*E)	QTY INSTALLED PREVIOUS
PERIOD	QTY INSTALLED THIS
PERIOD	AMOUNT PREVIOUS APPLICATION
(E*G)	AMOUNT THIS PERIOD
(E*H)	COMPLETED AND STORED TO DATE
(I+J)	%

(K/F)	REMAINING TO
FINISH
(F-K)	RETAINAGE
Reduced
1/25/2022 (K*.050)	
10458	41270	12" Ribbon Curb	2,503	LF	$18.50	46,305.50	2,503.000		46,305.50	0.00	46,305.50	100%	0.00	2,315.28	

10458	
41280	
Drop Curb	
122	
LF	
$16.00	
1,952.00	
122.000		
1,952.00	
0.00	
1,952.00	
100%	
0.00	
97.60	

10458	
41290	
5' Sidewalk Common Areas & Util Esmts Only	
2,284	
LF	
$25.00	
57,100.00	
2,284.000		
57,100.00	
0.00	
57,100.00	
100%	
0.00	
2,855.00	

10458	
41300	
8' Sidewalk Common Areas & Util Esmts Only	
76	
LF	
$39.00	
2,964.00	
76.000		
2,964.00	
0.00	
2,964.00	
100%	
0.00	
148.20	

10458	
41310	
4" Sidewalk Variable Width	
47	
SY	
$45.00	
2,115.00	
47.000		
2,115.00	
0.00	
2,115.00	
100%	
0.00	
105.75	

10458	
41320	
5' Handicap Ramp W/ Detectable Warning	
22	
EA	
$1,060.00	
23,320.00	
22.000		
23,320.00	
0.00	
23,320.00	
100%	
0.00	
1,166.00	

10458	
41330	
8' Handicap Ramp W/ Detectable Warning	
4	
EA	
$1,310.00	
5,240.00	
4.000		
5,240.00	
0.00	
5,240.00	
100%	
0.00	
262.00	

10458	
41340	
Lift Sta Driveway (6" Reinf Conc)	
113	
SY	
$65.75	
7,429.75	
113.000		
7,429.75	
0.00	
7,429.75	
100%	
0.00	
371.49	
10458	41350	6" Concrete Drive Apron	50	SY	$62.00	3,100.00	50.000		3,100.00	0.00	3,100.00	100%	0.00	155.00	
		CONCRETE Subtotal				296,839.75			296,839.75	-	296,839.75	100%	-	14,841.99	
10416 - EARTHWORK (Includes - Excavation, Grading, Mobilization, General Conditions, Seeding, Sodding )															
GRASSING - PHASE 4A															

10416	
41360	
Temp Seed & Mulch Lots	
64,114	
SY	
$0.37	
23,722.18	
64,114.000		
23,722.18	
0.00	
23,722.18	
100%	
0.00	
1,186.11	

10416	
41370	
Seed & Mulch ROW, Tracts & Easements	
1,513	
SY	
$0.37	
559.81	
1,513.000		
559.81	
0.00	
559.81	
100%	
0.00	
27.99	

10416	
41380	
Sod Right Of Way, Bahia	
1,755	
SY	
$2.80	
4,914.00	
1,755.000		
4,914.00	
0.00	
4,914.00	
100%	
0.00	
245.70	
10416	41390	Sod Pond Slopes	7,765	SY	$2.80	21,742.00	7,765.000		21,742.00	0.00	21,742.00	100%	0.00	1,087.10	

10416	
41400	
Sod 4' Behind Curbs	
4,743	
SY	
$2.80	
13,280.40	
4,743.000		
13,280.40	
0.00	
13,280.40	
100%	
0.00	
664.02	

10416	
41410	
Sod 2 Strips Behind Sidewalk	
700	
SY	
$2.80	
1,960.00	
700.000		
1,960.00	
0.00	
1,960.00	
100%	
0.00	
98.00	
10416	41420	Sod Perimeter Slopes	2,079	SY	$2.80	5,821.20	2,079.000		5,821.20	0.00	5,821.20	100%	0.00	291.06	
		EARTHWORK Subtotal				71,999.59			71,999.59	-	71,999.59	100%	-	3,599.98	
10458 - ROADWORK (Includes - Subgrade Material/Compaction, Base, Asphalt, Curb, Sidewalks, ADA Ramps, and Sleeves)															
MODEL CENTER PARKING															
10458	41430	10" Stabilized Subgrade (LBR 40)	550	SY	$4.95	2,722.50	550.000		2,722.50	0.00	2,722.50	100%	0.00	136.13	
10458	41440	6" Crushed Concrete Base	550	SY	$14.00	7,700.00	550.000		7,700.00	0.00	7,700.00	100%	0.00	385.00	
10458	41450	1.5" SP-9.5 Asphalt (1 Lift) Model Center	550	SY	$9.70	5,335.00	550.000		5,335.00	0.00	5,335.00	100%	0.00	266.75	

10458	
41460	
Striping & Signs (Model Center)	
1	
LS	
$3,110.00	
3,110.00	
1.000		
3,110.00	
0.00	
3,110.00	
100%	
0.00	
155.50	
10458	41470	Sod Disturbed Areas	705	SY	$2.80	1,974.00	705.000		1,974.00	0.00	1,974.00	100%	0.00	98.70	
		MODEL CENTER PARKING Subtotal				20,841.50			20,841.50	-	20,841.50	100%	-	1,042.08	
EARTHWORK - PHASE 4B															
10416	60010	Finegrade Pond(s)	31,689	SY	$0.57	18,062.73	31,689.00		18,062.73	0.00	18,062.73	100%	0.00	903.14	
10416	60020	Backfill Curbs / Grade ROW	12,249	SY	$0.83	10,166.67	12,249.00		10,166.67	0.00	10,166.67	100%	0.00	508.33	
10416	60030	Finegrade Tracts	9,428	SY	$0.33	3,111.24	9,428.00		3,111.24	0.00	3,111.24	100%	0.00	155.56	
10416	60040	Grade Lots (68,110 SY)	115	EA	$199.00	22,885.00	115.00		22,885.00	0.00	22,885.00	100%	0.00	1,144.25	
10416	60050	Rough Grade Pavement Box	16,127	SY	$0.62	9,998.74	16,127.00		9,998.74	0.00	9,998.74	100%	0.00	499.94	
APPLICATION AND CERTIFICATE FOR PAYMENT,	20008-01	Application No: 20008-WO3-21
containing Contractor's signed Certification, is attached.	Pulte Project #:	Tohoqua - WO # 03	Application Date:	02/25/22 Phase 4A & 4B		Period To:	02/28/22															
A	A	B	C	D	E	F	G	H	I	J	K	L	M	N	
									WORK COMPLETED						
PULTE LDA CODE	
ITEM NO.	

DESCRIPTION OF WORK	

QTY	

U/M	

Unit Price	SCHEDULED VALUE

(C*E)	QTY INSTALLED PREVIOUS
PERIOD	QTY INSTALLED THIS
PERIOD	AMOUNT PREVIOUS APPLICATION
(E*G)	AMOUNT THIS PERIOD
(E*H)	COMPLETED AND STORED TO DATE
(I+J)	%

(K/F)	REMAINING TO
FINISH
(F-K)	RETAINAGE
Reduced
1/25/2022 (K*.050)	
10416	60060	Grade Sidewalk	1,651	SY	$0.96	1,584.96	1,651.00		1,584.96	0.00	1,584.96	100%	0.00	79.25	
		EARTHWORK Subtotal				65,809.34			65,809.34	-	65,809.34		-	3,290.47	
PAVING ON SITE - PHASE 4B															

10458	
60070	
6" Stabilized Curb Pads (FBV 50)	
3,906	
SY	
$5.60	
21,873.60	
3,906.00		
21,873.60	
0.00	
21,873.60	
100%	
0.00	
1,093.68	

10458	
60080	
10" Stabilized Subgrade (LBR 40)	
16,127	
SY	
$4.95	
79,828.65	
16,127.00		
79,828.65	
0.00	
79,828.65	
100%	
0.00	
3,991.43	

10458	
60090	
6" Crushed Concrete Base	
12,580	
SY	
$14.00	
176,120.00	
12,580.00		
176,120.00	
0.00	
176,120.00	
100%	
0.00	
8,806.00	
10458	60100	1.5" SP-9.5 Asphalt (1 Lift) PH 4B	12,580	SY	$9.70	122,026.00		-	0.00	0.00	0.00	0%	122,026.00	-	
10458	60110	Striping & Signs (On-Site) PH 4B	1	LS	$12,400.00	12,400.00		-	0.00	0.00	0.00	0%	12,400.00	-	
		ROADWORK Subtotal				412,248.25			277,822.25	-	277,822.25		134,426.00	13,891.11	
SANITARY - PHASE 4B															
10438	60210	Dewater Sanitary	1	LS	$35,100.00	35,100.00	1.00		35,100.00	0.00	35,100.00	100%	0.00	1,755.00	
10438	60220	Connect To Existing	3	EA	$1,290.00	3,870.00	3.00		3,870.00	0.00	3,870.00	100%	0.00	193.50	
10438	60230	8" PVC Gravity Sewer Main (0-6')	459	LF	$16.50	7,573.50	459.00		7,573.50	0.00	7,573.50	100%	0.00	378.68	
10438	60240	8" PVC Gravity Sewer Main (8'-10')	1,658	LF	$18.50	30,673.00	1,658.00		30,673.00	0.00	30,673.00	100%	0.00	1,533.65	
10438	60250	8" PVC Gravity Sewer Main (10'-12')	224	LF	$19.50	4,368.00	224.00		4,368.00	0.00	4,368.00	100%	0.00	218.40	
10438	60260	8" PVC Gravity Sewer Main (12'-14')	933	LF	$35.50	33,121.50	933.00		33,121.50	0.00	33,121.50	100%	0.00	1,656.08	
10438	60270	12" PVC Gravity Sewer Main (18'-20')	59	LF	$53.00	3,127.00	59.00		3,127.00	0.00	3,127.00	100%	0.00	156.35	
10438	60280	4' Diameter Manhole (0'-6') [St. Cloud Spec]	3	EA	$6,160.00	18,480.00	3.00		18,480.00	0.00	18,480.00	100%	0.00	924.00	
10438	60290	4' Diameter Manhole (6'-8') [St. Cloud Spec]	1	EA	$7,290.00	7,290.00	1.00		7,290.00	0.00	7,290.00	100%	0.00	364.50	
10438	60300	4' Diameter Manhole (8'-10') [St. Cloud Spec]	4	EA	$8,210.00	32,840.00	4.00		32,840.00	0.00	32,840.00	100%	0.00	1,642.00	
10438	60310	5' Diameter Manhole (10'-12') [St. Cloud Spec]	1	EA	$9,360.00	9,360.00	1.00		9,360.00	0.00	9,360.00	100%	0.00	468.00	
10438	60320	5' Diameter Manhole (12'-14') [St. Cloud Spec]	2	EA	$11,300.00	22,600.00	2.00		22,600.00	0.00	22,600.00	100%	0.00	1,130.00	
10438	60330	5' Diameter Polymer Manhole (12'-14') [St. Clo	2	EA	$23,100.00	46,200.00	2.00		46,200.00	0.00	46,200.00	100%	0.00	2,310.00	
10438	60340	5' Diameter Manhole (18'-20') [St. Cloud Spec]	1	EA	$18,000.00	18,000.00	1.00		18,000.00	0.00	18,000.00	100%	0.00	900.00	
10438	60350	Single Service	112	EA	$737.00	82,544.00	112.00		82,544.00	0.00	82,544.00	100%	0.00	4,127.20	
10438	60360	Gravity Main Air Testing	3,333	LF	$1.25	4,166.25	3,333.00		4,166.25	0.00	4,166.25	100%	0.00	208.31	
10438	60370	Gravity Main TV Testing	3,333	LF	$3.60	11,998.80	3,333.00		11,998.80	0.00	11,998.80	100%	0.00	599.94	
		SANITARY SEWER Subtotal				371,312.05			371,312.05	-	371,312.05		-	18,565.60	
STORM - PHASE 4B															
10442	60380	Dewater Storm	1	LS	$21,700.00	21,700.00	1.00		21,700.00	0.00	21,700.00	100%	0.00	1,085.00	
10442	60390	Connect To Existing	3	EA	$950.00	2,850.00	3.00		2,850.00	0.00	2,850.00	100%	0.00	142.50	
10442	60400	15" RCP 0'-6' Deep	145	LF	$31.00	4,495.00	145.00		4,495.00	0.00	4,495.00	100%	0.00	224.75	
10442	60410	15" RCP 6'-8' Deep	149	LF	$32.00	4,768.00	149.00		4,768.00	0.00	4,768.00	100%	0.00	238.40	
10442	60420	18" RCP 0'-6' Deep	198	LF	$38.00	7,524.00	198.00		7,524.00	0.00	7,524.00	100%	0.00	376.20	
10442	60430	18" RCP 6'-8' Deep	35	LF	$39.00	1,365.00	35.00		1,365.00	0.00	1,365.00	100%	0.00	68.25	
APPLICATION AND CERTIFICATE FOR PAYMENT,	20008-01	Application No: 20008-WO3-21
containing Contractor's signed Certification, is attached.	Pulte Project #:	Tohoqua - WO # 03	Application Date:	02/25/22 Phase 4A & 4B		Period To:	02/28/22															
A	A	B	C	D	E	F	G	H	I	J	K	L	M	N	
									WORK COMPLETED						
PULTE LDA CODE	
ITEM NO.	

DESCRIPTION OF WORK	

QTY	

U/M	

Unit Price	SCHEDULED VALUE

(C*E)	QTY INSTALLED PREVIOUS
PERIOD	QTY INSTALLED THIS
PERIOD	AMOUNT PREVIOUS APPLICATION
(E*G)	AMOUNT THIS PERIOD
(E*H)	COMPLETED AND STORED TO DATE
(I+J)	%

(K/F)	REMAINING TO
FINISH
(F-K)	RETAINAGE
Reduced
1/25/2022 (K*.050)	
10442	60440	24" RCP 0'-6' Deep	485	LF	$51.50	24,977.50	485.00		24,977.50	0.00	24,977.50	100%	0.00	1,248.88	
10442	60450	24" RCP 6'-8' Deep	1,477	LF	$52.50	77,542.50	1,477.00		77,542.50	0.00	77,542.50	100%	0.00	3,877.13	
10442	60460	24" RCP 8'-10' Deep	35	LF	$53.50	1,872.50	35.00		1,872.50	0.00	1,872.50	100%	0.00	93.63	
10442	60470	36" RCP 6'-8' Deep	308	LF	$91.50	28,182.00	308.00		28,182.00	0.00	28,182.00	100%	0.00	1,409.10	
10442	60480	42" RCP 8'-10' Deep	42	LF	$117.00	4,914.00	42.00		4,914.00	0.00	4,914.00	100%	0.00	245.70	
10442	60490	48" RCP 8'-10' Deep	202	LF	$158.00	31,916.00	202.00		31,916.00	0.00	31,916.00	100%	0.00	1,595.80	
10442	60500	48" RCP 10'-12' Deep	129	LF	$164.00	21,156.00	129.00		21,156.00	0.00	21,156.00	100%	0.00	1,057.80	
10442	60510	C Inlet	1	EA	$2,280.00	2,280.00	1.00		2,280.00	0.00	2,280.00	100%	0.00	114.00	
10442	60520	D Inlet	2	EA	$2,790.00	5,580.00	2.00		5,580.00	0.00	5,580.00	100%	0.00	279.00	
10442	60530	P-2 Curb Inlet	1	EA	$6,200.00	6,200.00	1.00		6,200.00	0.00	6,200.00	100%	0.00	310.00	
10442	60540	P-3 Curb Inlet	7	EA	$6,250.00	43,750.00	7.00		43,750.00	0.00	43,750.00	100%	0.00	2,187.50	
10442	60550	J-3 Curb Inlet	4	EA	$8,520.00	34,080.00	4.00		34,080.00	0.00	34,080.00	100%	0.00	1,704.00	
10442	60560	P-4 Curb Inlet	4	EA	$6,240.00	24,960.00	4.00		24,960.00	0.00	24,960.00	100%	0.00	1,248.00	
10442	60570	J-4 Curb Inlet	2	EA	$8,090.00	16,180.00	2.00		16,180.00	0.00	16,180.00	100%	0.00	809.00	
10442	60580	P Manhole	3	EA	$2,540.00	7,620.00	3.00		7,620.00	0.00	7,620.00	100%	0.00	381.00	
10442	60590	J Manhole	1	EA	$4,990.00	4,990.00	1.00		4,990.00	0.00	4,990.00	100%	0.00	249.50	
10442	60600	Clean, Flush & TV	3,205	LF	$3.75	12,018.75		-	0.00	0.00	0.00	0%	12,018.75	-	
		STORM SEWER Subtotal				390,921.25			378,902.50	-	378,902.50		12,018.75	18,945.13	
WATER - PHASE 4B															
10444	60610	Connect To Existing	5	EA	$1,300.00	6,500.00	5.00		6,500.00	0.00	6,500.00	100%	0.00	325.00	
10444	60620	6" PVC Watermain	134	LF	$22.50	3,015.00	134.00		3,015.00	0.00	3,015.00	100%	0.00	150.75	
10444	60630	8" PVC Watermain	3,540	LF	$24.00	84,960.00	3,540.00		84,960.00	0.00	84,960.00	100%	0.00	4,248.00	
10444	60640	12" PVC Watermain	720	LF	$35.50	25,560.00	720.00		25,560.00	0.00	25,560.00	100%	0.00	1,278.00	
10444	60650	Fire Hydrant Assy	8	EA	$4,360.00	34,880.00	8.00		34,880.00	0.00	34,880.00	100%	0.00	1,744.00	
10444	60660	Fittings & Restraints - Water	1	LS	$28,800.00	28,800.00	1.00		28,800.00	0.00	28,800.00	100%	0.00	1,440.00	
10444	60670	8" Gate Valve	17	EA	$1,680.00	28,560.00	17.00		28,560.00	0.00	28,560.00	100%	0.00	1,428.00	
10444	60680	12" Gate Valve	3	EA	$3,290.00	9,870.00	3.00		9,870.00	0.00	9,870.00	100%	0.00	493.50	
10444	60690	2" Hydroguard Blow Off Valve	3	EA	$6,670.00	20,010.00	3.00		20,010.00	0.00	20,010.00	100%	0.00	1,000.50	
10444	60700	Single Service	15	EA	$541.00	8,115.00	15.00		8,115.00	0.00	8,115.00	100%	0.00	405.75	
10444	60710	Double Service	49	EA	$834.00	40,866.00	49.00		40,866.00	0.00	40,866.00	100%	0.00	2,043.30	
10444	60720	Water Service To Lift Station	1	EA	$3,040.00	3,040.00	1.00		3,040.00	0.00	3,040.00	100%	0.00	152.00	
10444	60730	Temp Jumper	2	EA	$1,880.00	3,760.00	2.00		3,760.00	0.00	3,760.00	100%	0.00	188.00	
10444	60740	Sample Point	9	EA	$353.00	3,177.00	9.00		3,177.00	0.00	3,177.00	100%	0.00	158.85	
10444	60750	Test And Chlorinate	4,394	LF	$1.50	6,591.00	4,394.00		6,591.00	0.00	6,591.00	100%	0.00	329.55	
		POTABLE WATER Subtotal				307,704.00			307,704.00	-	307,704.00		-	15,385.20	
RECLAIM - PHASE 4B															
APPLICATION AND CERTIFICATE FOR PAYMENT,	20008-01	Application No: 20008-WO3-21
containing Contractor's signed Certification, is attached.	Pulte Project #:	Tohoqua - WO # 03	Application Date:	02/25/22 Phase 4A & 4B		Period To:	02/28/22															
A	A	B	C	D	E	F	G	H	I	J	K	L	M	N	
									WORK COMPLETED						
PULTE LDA CODE	
ITEM NO.	

DESCRIPTION OF WORK	

QTY	

U/M	

Unit Price	SCHEDULED VALUE

(C*E)	QTY INSTALLED PREVIOUS
PERIOD	QTY INSTALLED THIS
PERIOD	AMOUNT PREVIOUS APPLICATION
(E*G)	AMOUNT THIS PERIOD
(E*H)	COMPLETED AND STORED TO DATE
(I+J)	%

(K/F)	REMAINING TO
FINISH
(F-K)	RETAINAGE
Reduced
1/25/2022 (K*.050)	
10448	60760	Connect To Existing	3	EA	$1,300.00	3,900.00	3.00		3,900.00	0.00	3,900.00	100%	0.00	195.00	
10448	60770	4" PVC Reclaim Watermain	2,779	LF	$12.50	34,737.50	2,779.00		34,737.50	0.00	34,737.50	100%	0.00	1,736.88	
10448	60780	8" PVC Reclaim Watermain	710	LF	$24.00	17,040.00	710.00		17,040.00	0.00	17,040.00	100%	0.00	852.00	
10448	60790	12" PVC Reclaim Watermain	360	LF	$35.50	12,780.00	360.00		12,780.00	0.00	12,780.00	100%	0.00	639.00	
10448	60800	Fittings And Restraints - Reuse	1	LS	$16,700.00	16,700.00	1.00		16,700.00	0.00	16,700.00	100%	0.00	835.00	
10448	60810	4" Gate Valve	11	EA	$914.00	10,054.00	11.00		10,054.00	0.00	10,054.00	100%	0.00	502.70	
10448	60820	8" Gate Valve	3	EA	$1,680.00	5,040.00	3.00		5,040.00	0.00	5,040.00	100%	0.00	252.00	
10448	60830	12" Gate Valve	3	EA	$3,290.00	9,870.00	3.00		9,870.00	0.00	9,870.00	100%	0.00	493.50	
10448	60840	2" Blow Off Valve	3	EA	$1,190.00	3,570.00	3.00		3,570.00	0.00	3,570.00	100%	0.00	178.50	
10448	60850	Single Service	10	EA	$614.00	6,140.00	10.00		6,140.00	0.00	6,140.00	100%	0.00	307.00	
10448	60860	Double Service	50	EA	$1,080.00	54,000.00	50.00		54,000.00	0.00	54,000.00	100%	0.00	2,700.00	
10448	60870	2" Reclaim Service	4	EA	$1,980.00	7,920.00	4.00		7,920.00	0.00	7,920.00	100%	0.00	396.00	
10448	60880	Testing	3,849	LF	$1.15	4,426.35	3,849.00		4,426.35	0.00	4,426.35	100%	0.00	221.32	
		RECLAIMED WATER Subtotal				186,177.85			186,177.85	-	186,177.85		-	9,308.89	
CONCRETE - PHASE 4B															
10458	60890	A Curb	796	LF	$15.50	12,338.00	796.00		12,338.00	0.00	12,338.00	100%	0.00	616.90	
10458	60900	F Curb	6,621	LF	$17.00	112,557.00	6,621.00		112,557.00	0.00	112,557.00	100%	0.00	5,627.85	
10458	60910	Valley Gutter	455	LF	$21.00	9,555.00	455.00		9,555.00	0.00	9,555.00	100%	0.00	477.75	
10458	60920	12" Ribbon Curb	2,944	LF	$18.50	54,464.00	2,944.00		54,464.00	0.00	54,464.00	100%	0.00	2,723.20	
10458	60930	5' Sidewalk Common Areas & Util Esmts Only	2,726	LF	$25.00	68,150.00	2,726.00		68,150.00	0.00	68,150.00	100%	0.00	3,407.50	
10458	60940	8' Sidewalk Common Areas & Util Esmts Only	57	LF	$39.00	2,223.00	57.00		2,223.00	0.00	2,223.00	100%	0.00	111.15	
10458	60950	10' Sidewalk Common Areas & Util Esmts Onl	46	LF	$49.50	2,277.00	46.00		2,277.00	0.00	2,277.00	100%	0.00	113.85	
10458	60960	4" Sidewalk Variable Width	34	SY	$45.00	1,530.00	34.00		1,530.00	0.00	1,530.00	100%	0.00	76.50	
10458	60970	5' Handicap Ramp W/ Detectable Warning	12	EA	$1,060.00	12,720.00	12.00		12,720.00	0.00	12,720.00	100%	0.00	636.00	
10458	60980	8' Handicap Ramp W/ Detectable Warning	2	EA	$1,310.00	2,620.00	2.00		2,620.00	0.00	2,620.00	100%	0.00	131.00	
10458	60990	10' Handicap Ramp W/ Detectable Warning	2	EA	$1,990.00	3,980.00	2.00		3,980.00	0.00	3,980.00	100%	0.00	199.00	
		CONCRETE Subtotal				282,414.00			282,414.00	-	282,414.00		-	14,120.70	
GRASSING - PHASE 4B															

10416	
61000	
Temp Seed & Mulch Lots	
68,110	
SY	
$0.37	
25,200.70		
17,027.50	
0.00	
6,300.18	
6,300.18	
25%	
18,900.53	
315.01	

10416	
61010	
Seed & Mulch ROW, Tracts & Easements	
10,270	
SY	
$0.37	
3,799.90		
2,567.50	
0.00	
949.98	
949.98	
25%	
2,849.93	
47.50	
10416	61020	Sod Right Of Way, Bahia	1,565	SY	$2.80	4,382.00	1,565.000		4,382.00	0.00	4,382.00	100%	0.00	219.10	
10416	61030	Sod Pond Slopes	9,580	SY	$2.80	26,824.00	9,580.000		26,824.00	0.00	26,824.00	100%	0.00	1,341.20	
10416	61040	Sod 4' Strips Behind Curbs	4,605	SY	$2.80	12,894.00	4,605.000		12,894.00	0.00	12,894.00	100%	0.00	644.70	

10416	
61050	
Sod 2 Strips Behind Sidewalk	
840	
SY	
$2.80	
2,352.00	
840.000		
2,352.00	
0.00	
2,352.00	
100%	
0.00	
117.60	
10416	61060	Sod Perimeter Slopes	2,677	SY	$2.80	7,495.60	2,677.000		7,495.60	0.00	7,495.60	100%	0.00	374.78	
APPLICATION AND CERTIFICATE FOR PAYMENT,	20008-01	Application No: 20008-WO3-21
containing Contractor's signed Certification, is attached.	Pulte Project #:	Tohoqua - WO # 03	Application Date:	02/25/22 Phase 4A & 4B		Period To:	02/28/22															
A	A	B	C	D	E	F	G	H	I	J	K	L	M	N	
									WORK COMPLETED						
PULTE LDA CODE	
ITEM NO.	

DESCRIPTION OF WORK	

QTY	

U/M	

Unit Price	SCHEDULED VALUE

(C*E)	QTY INSTALLED PREVIOUS
PERIOD	QTY INSTALLED THIS
PERIOD	AMOUNT PREVIOUS APPLICATION
(E*G)	AMOUNT THIS PERIOD
(E*H)	COMPLETED AND STORED TO DATE
(I+J)	%

(K/F)	REMAINING TO
FINISH
(F-K)	RETAINAGE
Reduced
1/25/2022 (K*.050)	
		EARTHWORK Subtotal				82,948.20			53,947.60	7,250.15	61,197.75		21,750.45	3,059.89	
		Original Contract Totals				6,787,260.37			6,611,815.02	7,250.15	6,619,065.17		168,195.20	330,953.26	
CHANGE ORDERS															
Change Order 01 - Plan Revisions (4A, 4B, 5B)															
MOB & Gen Conditions - Ph 4A															
10416	01-0100	Supervision	1	LS	$8,497.57	8,497.57	1.000		8,497.57	0.00	8,497.57	100%	0.00	424.88	
10416	01-0110	79g Lot Testing	241	EA	$130.00	31,330.00	241.000		31,330.00	0.00	31,330.00	100%	0.00	1,566.50	
10416	01-0120	Survey & As-Builts	1	LS	$7,931.70	7,931.70	1.000		7,931.70	0.00	7,931.70	100%	0.00	396.59	
		MOB & GC PH 4A Subtotal				47,759.27			47,759.27	0.00	47,759.27		0.00	2,387.96	
Earthwork - Ph 4B															
10416	01-0100	Grade Lots (68,110 sy)	115	EA	$199.00	22,885.00	115.000		22,885.00	0.00	22,885.00	100%	0.00	1,144.25	
		EARTHWORK PH 4B Subtotal				22,885.00			22,885.00	0.00	22,885.00		0.00	1,144.25	
Sanitary Sewer - Ph 4A															
10438	01-0140	Dewater Sanitary	1	LS	$5,824.40	5,824.40	1.000		5,824.40	0.00	5,824.40	100%	0.00	291.22	
10438	01-0150	8" PVC Gravity Sewer Main (0-6')	229	LF	$16.50	3,778.50	229.000		3,778.50	0.00	3,778.50	100%	0.00	188.93	
10438	01-0160	8" PVC Gravity Sewer Main (12'-14')	147	LF	$35.50	5,218.50	147.000		5,218.50	0.00	5,218.50	100%	0.00	260.93	

10438	
01-0170	4' Diameter MH (0'-6') [St. Cloud Spec] (Manhole 42)	
1	
EA	
$6,160.00	
6,160.00	
1.000		
6,160.00	
0.00	
6,160.00	
100%	
0.00	
308.00	

10438	
01-0180	5' Diameter MH (12'-14') [St. Cloud Spec] (Manhole 44)	
1	
EA	
$11,300.00	
11,300.00	
1.000		
11,300.00	
0.00	
11,300.00	
100%	
0.00	
565.00	

10438	
01-0190	
Single Service	
7	
EA	
$737.00	
5,159.00	
7.000		
5,159.00	
0.00	
5,159.00	
100%	
0.00	
257.95	

10438	
01-0200	
Gravity Main Air Test	
376	
LF	
$1.25	
470.00	
376.000		
470.00	
0.00	
470.00	
100%	
0.00	
23.50	
10438	01-0210	Gravity Main TV Test	376	LF	$3.60	1,353.60	376.000		1,353.60	0.00	1,353.60	100%	0.00	67.68	
		SANITARY SEWER PH 4B Subtotal				39,264.00			39,264.00	0.00	39,264.00		0.00	1,963.20	
Storm Sewer - Ph 4A															
10444	01-0220	Modify Storm Structure (4-1.12B)	1	EA	$1,837.09	1,837.09	1.000		1,837.09	0.00	1,837.09	100%	0.00	91.85	
10444	01-0230	15" RCP 0'-6' Deep	-163	LF	$31.00	(5,053.00)	(163.000)		-5,053.00	0.00	-5,053.00	100%	0.00	(252.65)	
10444	01-0240	18" RCP 6'-8' Deep	299	LF	$39.00	11,661.00	299.000		11,661.00	0.00	11,661.00	100%	0.00	583.05	
10444	01-0250	24" RCP 10'-12' Deep	-457	LF	$56.00	(25,592.00)	(457.000)		-25,592.00	0.00	-25,592.00	100%	0.00	(1,279.60)	
10444	01-0260	42" RCP 10'-12' Deep	440	LF	$121.00	53,240.00	440.000		53,240.00	0.00	53,240.00	100%	0.00	2,662.00	
10444	01-0270	P MH (Revised Structures For Ph6 )	-4	EA	$2,540.00	(10,160.00)	(4.000)		-10,160.00	0.00	-10,160.00	100%	0.00	(508.00)	
10444	01-0280	J MH (Revised Structures For Ph6 )	4	EA	$4,990.00	19,960.00	4.000		19,960.00	0.00	19,960.00	100%	0.00	998.00	
10444	01-0290	24" MES	-1	EA	$1,830.00	(1,830.00)	(1.000)		-1,830.00	0.00	-1,830.00	100%	0.00	(91.50)	
10444	01-0300	42" MES	1	EA	$5,500.00	5,500.00	1.000		5,500.00	0.00	5,500.00	100%	0.00	275.00	
		STORM SEWER PH 4A Subtotal				49,563.09			49,563.09	0.00	49,563.09		0.00	2,478.15	
		CO 1 Subtotal				159,471.36			159,471.36	-	159,471.36		-	7,973.57	
Change Order 02 - Pond 17 Outfall															
APPLICATION AND CERTIFICATE FOR PAYMENT,	20008-01	Application No: 20008-WO3-21
containing Contractor's signed Certification, is attached.	Pulte Project #:	Tohoqua - WO # 03	Application Date:	02/25/22 Phase 4A & 4B		Period To:	02/28/22															
A	A	B	C	D	E	F	G	H	I	J	K	L	M	N	
									WORK COMPLETED						
PULTE LDA CODE	
ITEM NO.	

DESCRIPTION OF WORK	

QTY	

U/M	

Unit Price	SCHEDULED VALUE

(C*E)	QTY INSTALLED PREVIOUS
PERIOD	QTY INSTALLED THIS
PERIOD	AMOUNT PREVIOUS APPLICATION
(E*G)	AMOUNT THIS PERIOD
(E*H)	COMPLETED AND STORED TO DATE
(I+J)	%

(K/F)	REMAINING TO
FINISH
(F-K)	RETAINAGE
Reduced
1/25/2022 (K*.050)	
10416		EOR plan revision: Pond 17 outfall swale	1	LS	$35,480.00	35,480.00	1.00		35,480.00	0.00	35,480.00	100%	0.00	1,774.00	
		CO 2 Subtotal				35,480.00			35,480.00	-	35,480.00		-	1,774.00	
Change Order 3 - Material Cost Increase															
10438	06-01	Material Cost Increase	1	LS	$43,950.05	43,950.05	1.000		43,950.05	0.00	43,950.05	100%	0.00	2,197.50	
10442	06-02	Material Cost Increase	1	LS	$43,950.05	43,950.05	1.000		43,950.05	0.00	43,950.05	100%	0.00	2,197.50	
10444	06-03	Material Cost Increase	1	LS	$43,950.05	43,950.05	1.000		43,950.05	0.00	43,950.05	100%	0.00	2,197.50	
10448	06-04	Material Cost Increase	1	LS	$43,950.05	43,950.05	1.000		43,950.05	0.00	43,950.05	100%	0.00	2,197.50	
		CO 3 Subtotal				175,800.20			175,800.20	0.00	175,800.20		0.00	8,790.01	

		Total of All Change Orders				370,751.56			370,751.56	-	370,751.56		-	18,537.58	
		TOTALS				7,158,011.93			6,982,566.58	7,250.15	6,989,816.73	98%	168,195.20	349,490.84	
CONDITIONAL WAIYER AND RELEASE OF LIEN PROGRESS PAYMENT

The undersigned lienor, in consideration of receipt of a check for the sum of the progress payment in the
amount of	$	6,887.64 hereby waives and releases its lien and right to claim a lien for labor, services, or materials furnished through	February 28, 2022	, to Pulte Group - 1045 on the
following described property:

10400 Tohoqua -Phase 4 (Primary) - WO-03 Community 7285, LDA 410-7285
Parcel ID's:	05-26-30-5220-0006-0010	05-26-30-5210-0013-0010	05-26-30-0000-0070-0000	
Parcel ID's:	05-26-30-5210-0060-0120	05-26-30-5210-0057-0040	05-26-30-5210-0045-0050	
Parcel ID's:	26-25-29-3140-0031-0020	26-25-29-3140-0031-0160		
Kisimme FL 32744 Osceola County

This waiver and release does not cover any retention of labor, services, or materials furnished after date specified. Dated on	February 25, 2022
Lienor's Name
Address
Jon M Hall Company

1400 Martin Luther King Jr. Blvd. Sanford, Fl,_32

By		
Printed Name
Title
N"6y I:<.1vers	 President

State of	Florida

County of  Seminole	

The individual who has before me signed the foregoing Affidavit and Release on the date shown, being first duly sworn, deposes and says that he is authorized to execute the foregoing on behalf of the said firm and that the statements contained herein are true.

Sworn to before me the undersigned authority this, the who is personally known to me or who has produced did/did not take an oath.
Z,E-h day of		@.	, 2022.
---------as identification, and who

Notary Signature £,.,-..,,,..n??	
Printed Notary Name
Commi:::: ::! !;---,;!;;iiE&::rs;a i.:il) E:a;-il;EiJ-::a r;;;.a·--..&i.il,;lli::a.fl	_

Note: This is statutory form prescribed by Section 713.20, Florida Statutes (1996). Effective October I, I 996, a person may not require a lienor to furnish a waiver or release of lien that is different from the statutory form.
APPLICATION AND CERTIFICATE FOR PAYMENT
TO OWNER:
Pulte Group - 1045
4901 Vineland Road, Suite 500
Orlando FL 32811

FROM CONTRACTOR:
Jon M. Hall Company
1400 Martin Luther King Jr. Blvd Sanford, FL 32771
PROJECT:	20008
Pulte Project#: Tohoqua - WO# 04
WO-04 Tohoqua Phase 5 (Primary)

VIA ENGINEER:
Poulos & Bennett 2602 E. Livingston St. Orlando, FL 32803
APPLICATION NO.: 20008-WO4-21
APPLICATION DATE:	2/25/2022 PERIOD TO:	2/28/2022

CONTRACT DATE:	07/20/20

Pulte Group 1045
Ph: 407-215-0410	Ph: 407-487-2594
CONTRACTOR'S APPLICATION FOR PAYMENT
Application is made for payment, as shown below.in connection with the contract. Continuation sheets, as applicable, are attached

ORIGINAL CONTRACT SUM

Net change by Change Orders

$ 4,844,925.65

 $	181,352.08 

The undersigned Contractor certifies that to the best of the Contractors knowledge, information and belief the Work covered by this Application for payment has been completed in accordance with the contract documents and that all amounts have been paid by the Contractor for work for which previous Certificates for Payment were issued and payments received from the Owner, and that current payment shown herein is now due.

Contract Sum To Date  (line 1+2)

TOTAL COMPLETED AND STORED TO DATE
(Column Kon individual sheets)
$  5,026,277.73

$ 4,681,200.70
. Hall Company

Date:	February 25, 2022

RETAINAGE:
a. 5% of completed work

TOTAL EARNED LESS RETAINAGE
( Line 4 less Line 5 Total )
LESS PREVIOUS PAYMENTS
(Line 6 from prior Application )
CURRENT PAYMENT DUE

BALANCE TO FINISH, INCL. RETAINAGE
(Line 3 less Line 6 )	$

579,137.06

 $	234,060.03 

$  4,447,140.67

$ 4,352,553.73
94,586.94 !
State of : Florida County of: Seminole
Subscribed and sworn to before me
this	25 th day of _ _j:	M  -...ia...--	ca,,,.ISIM[

ENGINEER'S OPINION FOR PAYMENT
In accordance with the Contract Documents, based on on-site observation and the data comprising this application, the Engineers opinion to the Owner that to the best of the Engineers knowledge, information and belief, the work has progressed as indicated, the quality of the work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the Amount opinioned.

AMOUNT OPINIONED	 _ Date:	_
(Attach explanation if amount opinioned differs from the amount applied for. Initial all figures on this application and on the Continuation Sheet that are changed to conform to the amount opinioned.)

Engineer:
By;	Date:	 _

Vendor:
Community:	Jon M Hall
7285	
Tohoqua - WO # 04	APPLICATION NO.:
APPLICATION DATE:	20008-WO4-21
2/25/2022	
Division Code:	1045	WO-04 Tohoqua Phase 5 (Primary)	PERIOD TO:	2/28/2022	
Project #:
Contract Date:	
7/20/2020				

Summary of Coding																
	WO#02	Total of all CO's			Overall Contract Totals											

Cost Code	

Description	

Contract Amount	

Amount Previous Application	

Amount This Period	

Remaining To Finish	

Contract Amount	

Amount Previous Application	

Amount This Period	

Remaining To Finish			

Contract Amount	

Amount Previous Application	

Amount This Period	

Remaining To Finish	
10400	Clearing	$	35,775.00	$35,775.00	$0.00	$0.00	$	-	$	-	$	-	$	-			$	35,775.00	$	35,775.00	$	-	$	-	
10416	Earthwork	$  1,176,959.25	$1,118,765.47	$1,120.50	$57,073.28	$	62,044.00	$	1,265.00	$	-	$	60,779.00			$ 1,239,003.25	$ 1,120,030.47	$	1,120.50	$	117,852.28	
10438	Sewer	$	703,663.85	$689,550.35	$8,875.50	$5,238.00	$	36,366.72	$	36,366.72	$	-	$	-			$	740,030.57	$	725,917.07	$	8,875.50	$	5,238.00	
10442	Storm	$  1,185,448.25	$1,176,624.50	$0.00	$8,823.75	$	27,647.12	$	27,647.12	$	-	$	-			$ 1,213,095.37	$ 1,204,271.62	$	-	$	8,823.75	
10444	Water	$	486,408.00	$479,090.50	$0.00	$7,317.50	$	27,647.12	$	27,647.12	$	-	$	-			$	514,055.12	$	506,737.62	$	-	$	7,317.50	
10448	Reclaimed Water Distribution	$	298,597.20	$295,188.60	$0.00	$3,408.60	$	27,647.12	$	27,647.12	$	-	$	-			$	326,244.32	$	322,835.72	$	-	$	3,408.60	
10458	Paving / Roadway / Signs	$	958,074.10	$666,068.00	$89,569.20	$202,436.90	$	-	$	-	$	-	$	-			$	958,074.10	$	666,068.00	$	89,569.20	$	202,436.90	

Totals:	$  4,844,925.65	$  4,461,062.42	$	99,565.20	$	284,298.03	$	181,352.08	$	120,573.08	$	-	$	60,779.00			$  5,026,277.73	$  4,581,635.50	$	99,565.20	$	345,077.03	

Retainage:	$	229,081.78	$	4,978.26	$	17,253.85	

APPLICATION AND CERTIFICATE FOR PAYMENT,	20008	Application No: 20008-WO4-21
containing Contractor's signed Certification, is attached.	Pulte Project #:	Tohoqua - WO # 04	Application Date:	 02/25/22 Period To:	02/28/22															
A	A	B	C	D	E	F	G	H	I	J	K	L	M	N	
									WORK COMPLETED						
PULTE LDA CODE	
ITEM NO.	

DESCRIPTION OF WORK	

QTY	

U/M	

Unit Price	SCHEDULED VALUE

(C*E)	QTY INSTALLED PREVIOUS
PERIOD	QTY INSTALLED THIS
PERIOD	AMOUNT PREVIOUS APPLICATION
(E*G)	AMOUNT THIS PERIOD
(E*H)	COMPLETED AND STORED TO DATE
(I+J)	%

(K/F)	REMAINING TO
FINISH
(F-K)	RETAINAGE
Reduced
1/25/2021 (K*.05)	
10400 - CLEARING (Includes - Clearing, Demolition)															
10400	50005	Clear, Grub, And Disk Site	53	ACRE	$675.00	35,775.00	53.00		35,775.00	0.00	35,775.00	100%	0.00	1,788.75	
		CLEARING Subtotal				35,775.00			35,775.00	-	35,775.00		-	1,788.75	
10416 - EARTHWORK (Includes - Excavation, Grading, Mobilization, General Conditions, Seeding, Sodding )															
10416	50010	Permits - Utilities (Allowance)	1	LS	$72,800.00	72,800.00	1.00		72,800.00	0.00	72,800.00	100%	0.00	3,640.00	
10416	50020	Jobsite Facilities	1	LS	$12,900.00	12,900.00	1.00		12,900.00	0.00	12,900.00	100%	0.00	645.00	
10416	50030	Supervision	1	LS	$45,600.00	45,600.00	1.00		45,600.00	0.00	45,600.00	100%	0.00	2,280.00	
10416	50040	Geotechnical Testing	1	LS	$52,900.00	52,900.00	1.00		52,900.00	0.00	52,900.00	100%	0.00	2,645.00	
10416	50050	Survey & As-Builts	1	LS	$61,300.00	61,300.00	1.00		61,300.00	0.00	61,300.00	100%	0.00	3,065.00	
10416	50060	Mobilization	1	LS	$57,400.00	57,400.00	1.00		57,400.00	0.00	57,400.00	100%	0.00	2,870.00	
10416	50070	Construction Entrance	1	EACH	$9,300.00	9,300.00	1.00		9,300.00	0.00	9,300.00	100%	0.00	465.00	
10416	50080	Silt Fence	6,505	LF	$1.25	8,131.25	6,505.00		8,131.25	0.00	8,131.25	100%	0.00	406.56	
10416	50090	SWPPP Permit & Monitoring	1	LS	$5,440.00	5,440.00	1.00		5,440.00	0.00	5,440.00	100%	0.00	272.00	
10416	50110	Dewatering	101,568	CY	$0.74	75,160.32	101,568.00		75,160.32	0.00	75,160.32	100%	0.00	3,758.02	
10416	50115	Grade Fill From Phase 5 (Cut To Fill)	74,102	BCY	$1.70	125,973.40	74,102.00		125,973.40	0.00	125,973.40	100%	0.00	6,298.67	
10416	50116	Site Excavation (Cut To Fill)	45,923	BCY	$2.50	114,807.50	45,923.00		114,807.50	0.00	114,807.50	100%	0.00	5,740.38	
10416	50118	Pond Excav (Cut To Fill)	101,568	BCY	$2.80	284,390.40	101,568.00		284,390.40	0.00	284,390.40	100%	0.00	14,219.52	
EARTHWORK - PHASE 5A															
10416	50119	Finegrade Pond(s)	38,054	SY	$0.57	21,690.78	38,054.00		21,690.78	0.00	21,690.78	100%	0.00	1,084.54	
10416	50120	Backfill Curbs / Grade ROW	13,253	SY	$0.83	10,999.99	13,253.00		10,999.99	0.00	10,999.99	100%	0.00	550.00	
10416	50121	Finegrade Tracts	16,176	SY	$0.33	5,338.08	16,176.00		5,338.08	0.00	5,338.08	100%	0.00	266.90	
10416	50140	Grade Lots (83,145 SY)	137	EACH	$199.00	27,263.00	137.00		27,263.00	0.00	27,263.00	100%	0.00	1,363.15	
10416	50150	Rough Grade Pavement Box	14,505	SY	$0.62	8,993.10	14,505.00		8,993.10	0.00	8,993.10	100%	0.00	449.66	
10416	50160	Grade Sidewalk	909	SY	$0.96	872.64	909.00		872.64	0.00	872.64	100%	0.00	43.63	
		EARTHWORK Subtotal				1,001,260.46			1,001,260.46	-	1,001,260.46		-	50,063.02	
10458 - ROADWORK (Includes - Subgrade Material/Compaction, Base, Asphalt, Curb, Sidewalks, ADA Ramps, and Sleeves)															
PAVING ON SITE - PHASE 5A															
10458	50170	6" Stabilized Curb Pads (FBV 50)	2,994	SY	$5.60	16,766.40	2,994.00		16,766.40	0.00	16,766.40	100%	0.00	838.32	
10458	50180	10" Stabilized Subgrade (LBR 40)	14,505	SY	$4.95	71,799.75	14,505.00		71,799.75	0.00	71,799.75	100%	0.00	3,589.99	
10458	50190	6" Crushed Concrete Base	11,780	SY	$14.00	164,920.00	11,780.00		164,920.00	0.00	164,920.00	100%	0.00	8,246.00	
10458	50200	1.5" SP-9.5 Asphalt (1 Lift) PH 5A	11,780	SY	$9.70	114,266.00	11,780.00		114,266.00	0.00	114,266.00	100%	0.00	5,713.30	
10458	50210	Striping & Signs (On-Site) PH 5A	1	LS	$17,400.00	17,400.00	1.00		17,400.00	0.00	17,400.00	100%	0.00	870.00	
		ROADWORK Subtotal				385,152.15			385,152.15	-	385,152.15		-	19,257.61	
APPLICATION AND CERTIFICATE FOR PAYMENT,	20008	Application No: 20008-WO4-21
containing Contractor's signed Certification, is attached.	Pulte Project #:	Tohoqua - WO # 04	Application Date:	 02/25/22 Period To:	02/28/22															
A	A	B	C	D	E	F	G	H	I	J	K	L	M	N	
									WORK COMPLETED						
PULTE LDA CODE	
ITEM NO.	

DESCRIPTION OF WORK	

QTY	

U/M	

Unit Price	SCHEDULED VALUE

(C*E)	QTY INSTALLED PREVIOUS
PERIOD	QTY INSTALLED THIS
PERIOD	AMOUNT PREVIOUS APPLICATION
(E*G)	AMOUNT THIS PERIOD
(E*H)	COMPLETED AND STORED TO DATE
(I+J)	%

(K/F)	REMAINING TO
FINISH
(F-K)	RETAINAGE
Reduced
1/25/2021 (K*.05)	
10438 - SANITARY SEWER															
SANITARY - PHASE 5A															
10438	50220	Dewater Sanitary	1	LS	$41,700.00	41,700.00	1.00		41,700.00	0.00	41,700.00	100%	0.00	2,085.00	
10438	50230	Connect To Existing	2	EACH	$1,290.00	2,580.00	2.00		2,580.00	0.00	2,580.00	100%	0.00	129.00	
10438	50240	8" PVC Gravity Sewer Main (0-6')	747	LF	$16.50	12,325.50	747.00		12,325.50	0.00	12,325.50	100%	0.00	616.28	
10438	50250	8" PVC Gravity Sewer Main (6'-8')	803	LF	$17.50	14,052.50	803.00		14,052.50	0.00	14,052.50	100%	0.00	702.63	
10438	50260	8" PVC Gravity Sewer Main (8'-10')	868	LF	$18.50	16,058.00	868.00		16,058.00	0.00	16,058.00	100%	0.00	802.90	
10438	50270	8" PVC Gravity Sewer Main (10'-12')	925	LF	$19.50	18,037.50	925.00		18,037.50	0.00	18,037.50	100%	0.00	901.88	
10438	50280	8" PVC Gravity Sewer Main (12'-14')	383	LF	$35.50	13,596.50	383.00		13,596.50	0.00	13,596.50	100%	0.00	679.83	
10438	50290	8" PVC Gravity Sewer Main (14'-16')	155	LF	$40.50	6,277.50	155.00		6,277.50	0.00	6,277.50	100%	0.00	313.88	
10438	50300	4' Diameter Manhole (0'-6') [St. Cloud Spec]	8	EACH	$6,160.00	49,280.00	8.00		49,280.00	0.00	49,280.00	100%	0.00	2,464.00	
10438	50310	4' Diameter Manhole (6'-8') [St. Cloud Spec]	2	EACH	$7,290.00	14,580.00	2.00		14,580.00	0.00	14,580.00	100%	0.00	729.00	
10438	50320	4' Diameter Manhole (8'-10') [St. Cloud Spec]	2	EACH	$8,210.00	16,420.00	2.00		16,420.00	0.00	16,420.00	100%	0.00	821.00	
10438	50330	5' Diameter Polymer Manhole (8'-10') [St. Cloud	2	EACH	$19,100.00	38,200.00	2.00		38,200.00	0.00	38,200.00	100%	0.00	1,910.00	
10438	50340	4' Diameter Manhole (10'-12') [St. Cloud Spec]	3	EACH	$9,360.00	28,080.00	3.00		28,080.00	0.00	28,080.00	100%	0.00	1,404.00	
10438	50350	5' Diameter Manhole (12'-14') [St. Cloud Spec]	2	EACH	$11,300.00	22,600.00	2.00		22,600.00	0.00	22,600.00	100%	0.00	1,130.00	
10438	50360	5' Diameter Manhole (14-16') [St. Cloud Spec]	1	EACH	$13,000.00	13,000.00	1.00		13,000.00	0.00	13,000.00	100%	0.00	650.00	
10438	50370	Single Service	139	EACH	$737.00	102,443.00	139.00		102,443.00	0.00	102,443.00	100%	0.00	5,122.15	
10438	50380	Gravity Main Air Testing	3,881	LF	$1.25	4,851.25	3,881.00		4,851.25	0.00	4,851.25	100%	0.00	242.56	
10438	50390	Gravity Main TV Testing	3,881	LF	$3.60	13,971.60	3,881.00		13,971.60	0.00	13,971.60	100%	0.00	698.58	
		SANITARY SEWER Subtotal				428,053.35			428,053.35	-	428,053.35		-	21,402.67	
10442 - STORM SEWER															
STORM - PHASE 5A															
10442	50400	Dewater Storm	1	LS	$29,000.00	29,000.00	1.00		29,000.00	0.00	29,000.00	100%	0.00	1,450.00	
10442	50410	Connect To Existing	1	EACH	$950.00	950.00	1.00		950.00	0.00	950.00	100%	0.00	47.50	
10442	50420	15" RCP 0'-6' Deep	133	LF	$31.00	4,123.00	133.00		4,123.00	0.00	4,123.00	100%	0.00	206.15	
10442	50430	15" RCP 8'-10' Deep	37	LF	$33.00	1,221.00	37.00		1,221.00	0.00	1,221.00	100%	0.00	61.05	
10442	50440	18" RCP 0'-6' Deep	37	LF	$38.00	1,406.00	37.00		1,406.00	0.00	1,406.00	100%	0.00	70.30	
10442	50450	18" RCP 6'-8' Deep	37	LF	$39.00	1,443.00	37.00		1,443.00	0.00	1,443.00	100%	0.00	72.15	
10442	50460	24" RCP 0'-6' Deep	42	LF	$51.50	2,163.00	42.00		2,163.00	0.00	2,163.00	100%	0.00	108.15	
10442	50470	24" RCP 6'-8' Deep	37	LF	$52.50	1,942.50	37.00		1,942.50	0.00	1,942.50	100%	0.00	97.13	
10442	50480	30" RCP 0'-6' Deep	260	LF	$68.50	17,810.00	260.00		17,810.00	0.00	17,810.00	100%	0.00	890.50	
10442	50490	30" RCP 8'-10' Deep	218	LF	$71.50	15,587.00	218.00		15,587.00	0.00	15,587.00	100%	0.00	779.35	
10442	50500	36" RCP 6'-8' Deep	821	LF	$91.50	75,121.50	821.00		75,121.50	0.00	75,121.50	100%	0.00	3,756.08	
10442	50510	42" RCP 8'-10' Deep	520	LF	$117.00	60,840.00	520.00		60,840.00	0.00	60,840.00	100%	0.00	3,042.00	
APPLICATION AND CERTIFICATE FOR PAYMENT,	20008	Application No: 20008-WO4-21
containing Contractor's signed Certification, is attached.	Pulte Project #:	Tohoqua - WO # 04	Application Date:	 02/25/22 Period To:	02/28/22															
A	A	B	C	D	E	F	G	H	I	J	K	L	M	N	
									WORK COMPLETED						
PULTE LDA CODE	
ITEM NO.	

DESCRIPTION OF WORK	

QTY	

U/M	

Unit Price	SCHEDULED VALUE

(C*E)	QTY INSTALLED PREVIOUS
PERIOD	QTY INSTALLED THIS
PERIOD	AMOUNT PREVIOUS APPLICATION
(E*G)	AMOUNT THIS PERIOD
(E*H)	COMPLETED AND STORED TO DATE
(I+J)	%

(K/F)	REMAINING TO
FINISH
(F-K)	RETAINAGE
Reduced
1/25/2021 (K*.05)	
10442	50520	42" RCP 10'-12' Deep	412	LF	$121.00	49,852.00	412.00		49,852.00	0.00	49,852.00	100%	0.00	2,492.60	
10442	50530	48" RCP 10'-12' Deep	495	LF	$164.00	81,180.00	495.00		81,180.00	0.00	81,180.00	100%	0.00	4,059.00	
10442	50540	54" RCP 8'-10' Deep	235	LF	$180.00	42,300.00	235.00		42,300.00	0.00	42,300.00	100%	0.00	2,115.00	
10442	50550	54" RCP 10'-12' Deep	144	LF	$184.00	26,496.00	144.00		26,496.00	0.00	26,496.00	100%	0.00	1,324.80	
10442	50560	72" RCP 14'-16 Deep	140	LF	$331.00	46,340.00	140.00		46,340.00	0.00	46,340.00	100%	0.00	2,317.00	
10442	50570	72" RCP 16'-18' Deep	108	LF	$347.00	37,476.00	108.00		37,476.00	0.00	37,476.00	100%	0.00	1,873.80	
10442	50580	P-1 Curb Inlet	1	EACH	$6,110.00	6,110.00	1.00		6,110.00	0.00	6,110.00	100%	0.00	305.50	
10442	50590	J-1 Curb Inlet	3	EACH	$7,400.00	22,200.00	3.00		22,200.00	0.00	22,200.00	100%	0.00	1,110.00	
10442	50600	P-2 Curb Inlet	4	EACH	$6,200.00	24,800.00	4.00		24,800.00	0.00	24,800.00	100%	0.00	1,240.00	
10442	50610	P-3 Curb Inlet	2	EACH	$6,250.00	12,500.00	2.00		12,500.00	0.00	12,500.00	100%	0.00	625.00	
10442	50620	J-3 Curb Inlet	1	EACH	$8,520.00	8,520.00	1.00		8,520.00	0.00	8,520.00	100%	0.00	426.00	
10442	50630	P-4 Curb Inlet	1	EACH	$6,240.00	6,240.00	1.00		6,240.00	0.00	6,240.00	100%	0.00	312.00	
10442	50640	J-4 Curb Inlet	6	EACH	$8,090.00	48,540.00	6.00		48,540.00	0.00	48,540.00	100%	0.00	2,427.00	
10442	50650	P Manhole	8	EACH	$2,540.00	20,320.00	8.00		20,320.00	0.00	20,320.00	100%	0.00	1,016.00	
10442	50660	J Manhole	2	EACH	$4,990.00	9,980.00	2.00		9,980.00	0.00	9,980.00	100%	0.00	499.00	
10442	50670	48" MES	1	EACH	$5,560.00	5,560.00	1.00		5,560.00	0.00	5,560.00	100%	0.00	278.00	
10442	50680	54" MES	1	EACH	$7,570.00	7,570.00	1.00		7,570.00	0.00	7,570.00	100%	0.00	378.50	
10442	50690	72" MES	1	EACH	$13,500.00	13,500.00	1.00		13,500.00	0.00	13,500.00	100%	0.00	675.00	
10442	50700	Clean, Flush & TV	3,676	LF	$3.75	13,785.00	3,676.00		13,785.00	0.00	13,785.00	100%	0.00	689.25	
		STORM SEWER Subtotal				694,876.00			694,876.00	-	694,876.00		-	34,743.80	
10444 - POTABLE WATER															
WATER - PHASE 5A															
10444	50710	Connect To Existing	2	EACH	$1,300.00	2,600.00	2.00		2,600.00	0.00	2,600.00	100%	0.00	130.00	
10444	50720	6" PVC Watermain	128	LF	$22.50	2,880.00	128.00		2,880.00	0.00	2,880.00	100%	0.00	144.00	
10444	50730	8" PVC Watermain	4,246	LF	$24.00	101,904.00	4,246.00		101,904.00	0.00	101,904.00	100%	0.00	5,095.20	
10444	50740	Fire Hydrant Assy	10	EACH	$4,360.00	43,600.00	10.00		43,600.00	0.00	43,600.00	100%	0.00	2,180.00	
10444	50750	Fittings & Restraints - Water	1	LS	$28,900.00	28,900.00	1.00		28,900.00	0.00	28,900.00	100%	0.00	1,445.00	
10444	50760	8" Gate Valve	15	EACH	$1,680.00	25,200.00	15.00		25,200.00	0.00	25,200.00	100%	0.00	1,260.00	
10444	50770	2" Blow Off Valve	4	EACH	$1,290.00	5,160.00	4.00		5,160.00	0.00	5,160.00	100%	0.00	258.00	
10444	50780	Single Service	14	EACH	$541.00	7,574.00	14.00		7,574.00	0.00	7,574.00	100%	0.00	378.70	
10444	50790	Double Service	62	EACH	$834.00	51,708.00	62.00		51,708.00	0.00	51,708.00	100%	0.00	2,585.40	
10444	50800	2" ARV Water Service	2	EACH	$2,500.00	5,000.00	2.00		5,000.00	0.00	5,000.00	100%	0.00	250.00	
10444	50810	Temp Jumper	1	EACH	$1,880.00	1,880.00	1.00		1,880.00	0.00	1,880.00	100%	0.00	94.00	
10444	50820	Sample Point	9	EACH	$353.00	3,177.00	9.00		3,177.00	0.00	3,177.00	100%	0.00	158.85	
10444	50830	Test And Chlorinate	4,374	LF	$1.50	6,561.00	4,374.00		6,561.00	0.00	6,561.00	100%	0.00	328.05	
APPLICATION AND CERTIFICATE FOR PAYMENT,	20008	Application No: 20008-WO4-21
containing Contractor's signed Certification, is attached.	Pulte Project #:	Tohoqua - WO # 04	Application Date:	 02/25/22 Period To:	02/28/22															
A	A	B	C	D	E	F	G	H	I	J	K	L	M	N	
									WORK COMPLETED						
PULTE LDA CODE	
ITEM NO.	

DESCRIPTION OF WORK	

QTY	

U/M	

Unit Price	SCHEDULED VALUE

(C*E)	QTY INSTALLED PREVIOUS
PERIOD	QTY INSTALLED THIS
PERIOD	AMOUNT PREVIOUS APPLICATION
(E*G)	AMOUNT THIS PERIOD
(E*H)	COMPLETED AND STORED TO DATE
(I+J)	%

(K/F)	REMAINING TO
FINISH
(F-K)	RETAINAGE
Reduced
1/25/2021 (K*.05)	
		POTABLE WATER Subtotal				286,144.00			286,144.00	-	286,144.00	100%	-	14,307.20	
10448 - RECLAIMED WATER															
RECLAIM - PHASE 5A															
10448	50840	Connect To Existing	2	EACH	$1,300.00	2,600.00	2.00		2,600.00	0.00	2,600.00	100%	0.00	130.00	
10448	50850	4" PVC Reclaim Watermain	4,004	LF	$12.50	50,050.00	4,004.00		50,050.00	0.00	50,050.00	100%	0.00	2,502.50	
10448	50860	Fittings And Restraints - Reuse	1	LS	$16,600.00	16,600.00	1.00		16,600.00	0.00	16,600.00	100%	0.00	830.00	
10448	50870	4" Gate Valve	15	EACH	$914.00	13,710.00	15.00		13,710.00	0.00	13,710.00	100%	0.00	685.50	
10448	50880	2" Blow Off Valve	4	EACH	$1,190.00	4,760.00	4.00		4,760.00	0.00	4,760.00	100%	0.00	238.00	
10448	50890	Single Service	14	EACH	$614.00	8,596.00	14.00		8,596.00	0.00	8,596.00	100%	0.00	429.80	
10448	50900	Double Service	62	EACH	$1,080.00	66,960.00	62.00		66,960.00	0.00	66,960.00	100%	0.00	3,348.00	
10448	50910	2" ARV Reclaim Service	2	EACH	$2,370.00	4,740.00	2.00		4,740.00	0.00	4,740.00	100%	0.00	237.00	
10448	50920	Testing	4,004	LF	$1.15	4,604.60	4,004.00		4,604.60	0.00	4,604.60	100%	0.00	230.23	
		RECLAIMED WATER Subtotal				172,620.60			172,620.60	-	172,620.60		-	8,631.03	
10458 - ROADWORK (Includes - Subgrade Material/Compaction, Base, Asphalt, Curb, Sidewalks, ADA Ramps, and Sleeves)															
CONCRETE - PHASE 5A															
10458	50930	A Curb	522	LF	$15.50	8,091.00	522.00		8,091.00	0.00	8,091.00	100%	0.00	404.55	
10458	50940	F Curb	7,768	LF	$17.00	132,056.00	7,768.00		132,056.00	0.00	132,056.00	100%	0.00	6,602.80	

10458	
50950	
5' Sidewalk Common Areas & Util Esmts Only	
1,486	
LF	
$25.00	
37,150.00	
1,486.00		
37,150.00	
0.00	
37,150.00	
100%	
0.00	
1,857.50	

10458	
50960	
4" Sidewalk Variable Width	
58	
SY	
$45.00	
2,610.00	
58.00		
2,610.00	
0.00	
2,610.00	
100%	
0.00	
130.50	

10458	
50970	
5' Handicap Ramp W/ Detectable Warning	
8	
EACH	
$1,060.00	
8,480.00	
8.00		
8,480.00	
0.00	
8,480.00	
100%	
0.00	
424.00	

10458	
50980	
6" Thick Concrete Pavement	
25	
SY	
$62.00	
1,550.00	
25.00		
1,550.00	
0.00	
1,550.00	
100%	
0.00	
77.50	
		CONCRETE Subtotal				189,937.00			189,937.00	-	189,937.00		-	9,496.85	
10416 - EARTHWORK (Includes - Excavation, Grading, Mobilization, General Conditions, Seeding, Sodding )															
GRASSING - PHASE 5A															

10416	
50990	
Temp Seed & Mulch Lots	
83,145	
SY	
$0.37	
30,763.65	
83,145.00		
30,763.65	
0.00	
30,763.65	
100%	
0.00	
1,538.18	

10416	
51000	
Seed & Mulch ROW, Tracts & Easements	
11,752	
SY	
$0.37	
4,348.24	
11,752.00		
4,348.24	
0.00	
4,348.24	
100%	
0.00	
217.41	

10416	
51010	
Sod Right Of Way, Bahia	
4,930	
SY	
$2.80	
13,804.00	
4,930.00		
13,804.00	
0.00	
13,804.00	
100%	
0.00	
690.20	
10416	51020	Sod Pond Slopes	1,165	SY	$2.80	3,262.00	1,165.00		3,262.00	0.00	3,262.00	100%	0.00	163.10	

10416	
51030	
Sod 4' Behind Curbs	
3,685	
SY	
$2.80	
10,318.00	
3,685.00		
10,318.00	
0.00	
10,318.00	
100%	
0.00	
515.90	

10416	
51040	
Sod 2 Strips Behind Sidewalk & Sod Median	
881	
SY	
$2.80	
2,466.80	
881.00		
2,466.80	
0.00	
2,466.80	
100%	
0.00	
123.34	

10416	
51050	
Sod Peremiter Slopes	
6,404	
SY	
$2.80	
17,931.20	
6,404.00		
17,931.20	
0.00	
17,931.20	
100%	
0.00	
896.56	
		EARTHWORK Subtotal				82,893.89			82,893.89	-	82,893.89		-	4,144.69	
EARTHWORK - PHASE 5B															
10416	70090	Backfill Curbs / Grade ROW	10,034	SY	$0.83	8,328.22	2,510.00	1,350.00	2,083.30	1,120.50	3,203.80	38%	5,124.42	160.19	
APPLICATION AND CERTIFICATE FOR PAYMENT,	20008	Application No: 20008-WO4-21
containing Contractor's signed Certification, is attached.	Pulte Project #:	Tohoqua - WO # 04	Application Date:	 02/25/22 Period To:	02/28/22															
A	A	B	C	D	E	F	G	H	I	J	K	L	M	N	
									WORK COMPLETED						
PULTE LDA CODE	
ITEM NO.	

DESCRIPTION OF WORK	

QTY	

U/M	

Unit Price	SCHEDULED VALUE

(C*E)	QTY INSTALLED PREVIOUS
PERIOD	QTY INSTALLED THIS
PERIOD	AMOUNT PREVIOUS APPLICATION
(E*G)	AMOUNT THIS PERIOD
(E*H)	COMPLETED AND STORED TO DATE
(I+J)	%

(K/F)	REMAINING TO
FINISH
(F-K)	RETAINAGE
Reduced
1/25/2021 (K*.05)	
10416	70100	Grade Lots (76,970 SY)	131	EACH	$199.00	26,069.00	131.00		26,069.00	0.00	26,069.00	100%	0.00	1,303.45	
10416	70110	Rough Grade Pavement Box	10,371	SY	$0.62	6,430.02	10,371.00		6,430.02	0.00	6,430.02	100%	0.00	321.50	
10416	70120	Grade Sidewalk	118	SY	$0.96	113.28	30.00		28.80	0.00	28.80	25%	84.48	1.44	
		EARTHWORK Subtotal				40,940.52			34,611.12	1,120.50	35,731.62		5,208.90	1,786.58	
PAVING ON SITE - PHASE 5B															

10458	
70130	
6" Stabilized Curb Pads (FBV 50)	
2,181	
SY	
$5.60	
12,213.60	
1,854.00	
327.00	
10,382.40	
1,831.20	
12,213.60	
100%	
0.00	
610.68	

10458	
70140	
10" Stabilized Subgrade (LBR 40)	
10,371	
SY	
$4.95	
51,336.45	
10,371.00		
51,336.45	
0.00	
51,336.45	
100%	
0.00	
2,566.82	

10458	
70150	
6" Crushed Concrete Base	
8,357	
SY	
$14.00	
116,998.00	
2,090.00	
6,267.00	
29,260.00	
87,738.00	
116,998.00	
100%	
0.00	
5,849.90	
10458	70160	1.5" SP-9.5 Asphalt (1 Lift) PH 5B	8,357	SY	$9.70	81,062.90		-	0.00	0.00	0.00	0%	81,062.90	-	
10458	70170	Striping & Signs (On-Site) PH 5B	1	LS	$9,120.00	9,120.00		-	0.00	0.00	0.00	0%	9,120.00	-	
		ROADWORK Subtotal				270,730.95			90,978.85	89,569.20	180,548.05		90,182.90	9,027.40	
SANITARY - PHASE 5B															
10438	70180	Dewater Sanitary	1	LS	$30,100.00	30,100.00	1.00		30,100.00	0.00	30,100.00	100%	0.00	1,505.00	
10438	70190	Connect To Existing	1	EACH	$1,290.00	1,290.00	1.00		1,290.00	0.00	1,290.00	100%	0.00	64.50	
10438	70200	8" PVC Gravity Sewer Main (0-6')	2,011	LF	$16.50	33,181.50	2,011.00		33,181.50	0.00	33,181.50	100%	0.00	1,659.08	
10438	70210	8" PVC Gravity Sewer Main (6'-8')	299	LF	$17.50	5,232.50	299.00		5,232.50	0.00	5,232.50	100%	0.00	261.63	
10438	70220	8" PVC Gravity Sewer Main (8'-10')	600	LF	$18.50	11,100.00	600.00		11,100.00	0.00	11,100.00	100%	0.00	555.00	
10438	70230	4' Diameter Manhole (0'-6') [St. Cloud Spec]	9	EACH	$6,160.00	55,440.00	9.00		55,440.00	0.00	55,440.00	100%	0.00	2,772.00	
10438	70240	4' Diameter Manhole (6'-8') [St. Cloud Spec]	3	EACH	$7,290.00	21,870.00	3.00		21,870.00	0.00	21,870.00	100%	0.00	1,093.50	
10438	70250	4' Diameter Manhole (8'-10') [St. Cloud Spec]	1	EACH	$8,210.00	8,210.00	1.00		8,210.00	0.00	8,210.00	100%	0.00	410.50	
10438	70260	Single Service	129	EACH	$737.00	95,073.00	129.00		95,073.00	0.00	95,073.00	100%	0.00	4,753.65	
10438	70270	Gravity Main Air Testing	2,910	LF	$1.25	3,637.50		2,910.00	0.00	3,637.50	3,637.50	100%	0.00	181.88	
10438	70280	Gravity Main TV Testing	2,910	LF	$3.60	10,476.00		1,455.00	0.00	5,238.00	5,238.00	50%	5,238.00	261.90	
		SANITARY SEWER Subtotal				275,610.50			261,497.00	8,875.50	270,372.50		5,238.00	13,518.63	
STORM - PHASE 5B															
10442	70290	Dewater Storm	1	LS	$19,000.00	19,000.00	1.00		19,000.00	0.00	19,000.00	100%	0.00	950.00	
10442	70300	15" RCP 0'-6' Deep	37	LF	$31.00	1,147.00	37.00		1,147.00	0.00	1,147.00	100%	0.00	57.35	
10442	70310	15" RCP 10'-12' Deep	82	LF	$34.50	2,829.00	82.00		2,829.00	0.00	2,829.00	100%	0.00	141.45	
10442	70320	18" RCP 6'-8' Deep	37	LF	$39.00	1,443.00	37.00		1,443.00	0.00	1,443.00	100%	0.00	72.15	
10442	70330	24" RCP 0'-6' Deep	38	LF	$51.50	1,957.00	38.00		1,957.00	0.00	1,957.00	100%	0.00	97.85	
10442	70340	24" RCP 8'-10' Deep	116	LF	$52.50	6,090.00	116.00		6,090.00	0.00	6,090.00	100%	0.00	304.50	
10442	70350	24" RCP 10'-12' Deep	36	LF	$56.00	2,016.00	36.00		2,016.00	0.00	2,016.00	100%	0.00	100.80	
10442	70360	30" RCP 10'-12' Deep	279	LF	$73.00	20,367.00	279.00		20,367.00	0.00	20,367.00	100%	0.00	1,018.35	
10442	70370	36" RCP 6'-8' Deep	394	LF	$91.50	36,051.00	394.00		36,051.00	0.00	36,051.00	100%	0.00	1,802.55	
APPLICATION AND CERTIFICATE FOR PAYMENT,	20008	Application No: 20008-WO4-21
containing Contractor's signed Certification, is attached.	Pulte Project #:	Tohoqua - WO # 04	Application Date:	 02/25/22 Period To:	02/28/22															
A	A	B	C	D	E	F	G	H	I	J	K	L	M	N	
									WORK COMPLETED						
PULTE LDA CODE	
ITEM NO.	

DESCRIPTION OF WORK	

QTY	

U/M	

Unit Price	SCHEDULED VALUE

(C*E)	QTY INSTALLED PREVIOUS
PERIOD	QTY INSTALLED THIS
PERIOD	AMOUNT PREVIOUS APPLICATION
(E*G)	AMOUNT THIS PERIOD
(E*H)	COMPLETED AND STORED TO DATE
(I+J)	%

(K/F)	REMAINING TO
FINISH
(F-K)	RETAINAGE
Reduced
1/25/2021 (K*.05)	
10442	70380	36" RCP 10'-12' Deep	117	LF	$95.50	11,173.50	117.00		11,173.50	0.00	11,173.50	100%	0.00	558.68	
10442	70390	36" RCP 12'-14' Deep	66	LF	$100.00	6,600.00	66.00		6,600.00	0.00	6,600.00	100%	0.00	330.00	
10442	70400	54" RCP 12'-14' Deep	440	LF	$208.00	91,520.00	440.00		91,520.00	0.00	91,520.00	100%	0.00	4,576.00	
10442	70410	60" RCP 12'-14' Deep	309	LF	$249.00	76,941.00	309.00		76,941.00	0.00	76,941.00	100%	0.00	3,847.05	
10442	70420	60" RCP 14'-16' Deep	402	LF	$262.00	105,324.00	402.00		105,324.00	0.00	105,324.00	100%	0.00	5,266.20	
10442	70430	P-2 Curb Inlet	3	EACH	$6,200.00	18,600.00	3.00		18,600.00	0.00	18,600.00	100%	0.00	930.00	
10442	70440	J-2 Curb Inlet	2	EACH	$7,550.00	15,100.00	2.00		15,100.00	0.00	15,100.00	100%	0.00	755.00	
10442	70450	P-3 Curb Inlet	1	EACH	$6,250.00	6,250.00	1.00		6,250.00	0.00	6,250.00	100%	0.00	312.50	
10442	70460	P-4 Curb Inlet	5	EACH	$6,240.00	31,200.00	5.00		31,200.00	0.00	31,200.00	100%	0.00	1,560.00	
10442	70470	J-4 Curb Inlet	1	EACH	$8,090.00	8,090.00	1.00		8,090.00	0.00	8,090.00	100%	0.00	404.50	
10442	70480	P Manhole	2	EACH	$2,540.00	5,080.00	2.00		5,080.00	0.00	5,080.00	100%	0.00	254.00	
10442	70490	J Manhole	3	EACH	$4,990.00	14,970.00	3.00		14,970.00	0.00	14,970.00	100%	0.00	748.50	
10442	70500	Clean, Flush & TV	2,353	LF	$3.75	8,823.75			0.00	0.00	0.00	0%	8,823.75	-	
		STORM SEWER Subtotal				490,572.25			481,748.50	-	481,748.50		8,823.75	24,087.43	
WATER - PHASE 5B															
10444	70510	Connect To Existing	4	EACH	$1,300.00	5,200.00	4.00		5,200.00	0.00	5,200.00	100%	0.00	260.00	
10444	70520	6" PVC Watermain	83	LF	$22.50	1,867.50	83.00		1,867.50	0.00	1,867.50	100%	0.00	93.38	
10444	70530	8" PVC Watermain	3,148	LF	$24.00	75,552.00	3,148.00		75,552.00	0.00	75,552.00	100%	0.00	3,777.60	
10444	70540	Fire Hydrant Assy	6	EACH	$4,360.00	26,160.00	6.00		26,160.00	0.00	26,160.00	100%	0.00	1,308.00	
10444	70550	Fittings & Restraints - Water	1	LS	$16,500.00	16,500.00	1.00		16,500.00	0.00	16,500.00	100%	0.00	825.00	
10444	70560	8" Gate Valve	6	EACH	$1,680.00	10,080.00	6.00		10,080.00	0.00	10,080.00	100%	0.00	504.00	
10444	70570	Single Service	7	EACH	$541.00	3,787.00	7.00		3,787.00	0.00	3,787.00	100%	0.00	189.35	
10444	70580	Double Service	60	EACH	$834.00	50,040.00	60.00		50,040.00	0.00	50,040.00	100%	0.00	2,502.00	
10444	70590	Temp Jumper	2	EACH	$1,880.00	3,760.00	2.00		3,760.00	0.00	3,760.00	100%	0.00	188.00	
10444	70600	Sample Point	7	EACH	$353.00	2,471.00			0.00	0.00	0.00	0%	2,471.00	-	
10444	70610	Test And Chlorinate	3,231	LF	$1.50	4,846.50			0.00	0.00	0.00	0%	4,846.50	-	
		POTABLE WATER Subtotal				200,264.00			192,946.50	-	192,946.50		7,317.50	9,647.33	
RECLAIM - PHASE 5B															
10448	70620	Connect To Existing	4	EACH	$1,300.00	5,200.00	4.00		5,200.00	0.00	5,200.00	100%	0.00	260.00	
10448	70630	4" PVC Reclaim Watermain	2,964	LF	$12.50	37,050.00	2,964.00		37,050.00	0.00	37,050.00	100%	0.00	1,852.50	
10448	70640	Fittings And Restraints - Reuse	1	LS	$5,270.00	5,270.00	1.00		5,270.00	0.00	5,270.00	100%	0.00	263.50	
10448	70650	4" Gate Valve	6	EACH	$914.00	5,484.00	6.00		5,484.00	0.00	5,484.00	100%	0.00	274.20	
10448	70660	Single Service	6	EACH	$614.00	3,684.00	6.00		3,684.00	0.00	3,684.00	100%	0.00	184.20	
10448	70670	Double Service	61	EACH	$1,080.00	65,880.00	61.00		65,880.00	0.00	65,880.00	100%	0.00	3,294.00	
10448	70680	Testing	2,964	LF	$1.15	3,408.60			0.00	0.00	0.00	0%	3,408.60	-	
		RECLAIMED WATER Subtotal				125,976.60			122,568.00	-	122,568.00		3,408.60	6,128.40	
CONCRETE - PHASE 5B															
APPLICATION AND CERTIFICATE FOR PAYMENT,	20008	Application No: 20008-WO4-21
containing Contractor's signed Certification, is attached.	Pulte Project #:	Tohoqua - WO # 04	Application Date:	 02/25/22 Period To:	02/28/22															
A	A	B	C	D	E	F	G	H	I	J	K	L	M	N	
									WORK COMPLETED						
PULTE LDA CODE	
ITEM NO.	

DESCRIPTION OF WORK	

QTY	

U/M	

Unit Price	SCHEDULED VALUE

(C*E)	QTY INSTALLED PREVIOUS
PERIOD	QTY INSTALLED THIS
PERIOD	AMOUNT PREVIOUS APPLICATION
(E*G)	AMOUNT THIS PERIOD
(E*H)	COMPLETED AND STORED TO DATE
(I+J)	%

(K/F)	REMAINING TO
FINISH
(F-K)	RETAINAGE
Reduced
1/25/2021 (K*.05)	
10458	70690	F Curb	6,042	LF	$17.00	102,714.00			0.00	0.00	0.00	0%	102,714.00	-	
10458	70700	5' Sidewalk Common Areas & Util Esmts Only	158	LF	$25.00	3,950.00			0.00	0.00	0.00	0%	3,950.00	-	
10458	70710	4" Sidewalk Variable Width	30	SY	$45.00	1,350.00			0.00	0.00	0.00	0%	1,350.00	-	
10458	70720	5' Handicap Ramp W/ Detectable Warning	4	EACH	$1,060.00	4,240.00			0.00	0.00	0.00	0%	4,240.00	-	
		CONCRETE Subtotal				112,254.00			-	-	-		112,254.00	-	
GRASSING - PHASE 5B															

10416	
70730	
Temp Seed & Mulch Lots	
76,970	
SY	
$0.37	
28,478.90			
0.00	
0.00	
0.00	
0%	
28,478.90	
-	

10416	
70740	
Seed & Mulch ROW, Tracts & Easements	
484	
SY	
$0.37	
179.08			
0.00	
0.00	
0.00	
0%	
179.08	
-	
10416	70750	Sod Right Of Way, Bahia	2,465	SY	$2.80	6,902.00			0.00	0.00	0.00	0%	6,902.00	-	
10416	70760	Sod 4' Behind Curbs	2,686	SY	$2.80	7,520.80			0.00	0.00	0.00	0%	7,520.80	-	
10416	70770	Sod 2 Strips Behind Sidewalk	47	SY	$2.80	131.60			0.00	0.00	0.00	0%	131.60	-	

10416	
70780	
Sod Perimeter Slopes	
3,090	
SY	
$2.80	
8,652.00			
0.00	
0.00	
0.00	
0%	
8,652.00	
-	
		EARTHWORK Subtotal				51,864.38			-	-	-		51,864.38	-	
		Original Contract Totals				4,844,925.65			4,461,062.42	99,565.20	4,560,627.62		284,298.03	228,031.38	
CHANGE ORDERS															
Change Order 01 - Plan Revision 5B															
Earthwork - Ph 5B															
10416	01-0310	Grade Lots (79,970sy)	131	EACH	$199.00	26,069.00			0.00	0.00	0.00	0%	26,069.00	-	
10416	01-0320	79g Lot Testing	267	EACH	$130.00	34,710.00			0.00	0.00	0.00	0%	34,710.00	-	
		CO 1 Subtotal				60,779.00			0.00	0.00	0.00		60,779.00	-	
Change Order 02 - Missing Sanitary Service															
10416		Missing Sanitary Service	1	LS	$1,265.00	1,265.00	1.00		1,265.00	0.00	1,265.00	100%	0.00	63.25	
10438		Missing Sanitary Service	1	LS	$8,719.60	8,719.60	1.00		8,719.60	0.00	8,719.60	100%	0.00	435.98	
		CO 2 Subtotal				9,984.60			9,984.60	0.00	9,984.60		0.00	499.23	
Change Order 3 - Material Cost Increase															
10438	05-01	Material Cost Increase	1	LS	$27,647.12	27,647.12	1.00		27,647.12	0.00	27,647.12	100%	0.00	1,382.36	
10442	05-02	Material Cost Increase	1	LS	$27,647.12	27,647.12	1.00		27,647.12	0.00	27,647.12	100%	0.00	1,382.36	
10444	05-03	Material Cost Increase	1	LS	$27,647.12	27,647.12	1.00		27,647.12	0.00	27,647.12	100%	0.00	1,382.36	
10448	05-04	Material Cost Increase	1	LS	$27,647.12	27,647.12	1.00		27,647.12	0.00	27,647.12	100%	0.00	1,382.36	
		CO 3 Subtotal				110,588.48			110,588.48	0.00	110,588.48		0.00	5,529.42	

		CHANGE ORDERS Total				181,352.08			120,573.08	-	120,573.08	66%	60,779.00	6,028.65	
		TOTALS				5,026,277.73			4,581,635.50	99,565.20	4,681,200.70	93%	345,077.03	234,060.04	
CONDITIONAL WAIVER AND RELEASE OF LIEN PROGRESS PAYMENT

The undersigned lienor, in consideration ofreceipt of a check for the sum of the progress payment in the
amount of	$	94,586.94 hereby waives and releases its lien and right to claim a lien for labor, services, or materials furnished through	February 28, 2022	, to Pulte Group - 1045 on the
following described property:

10400 Tohoqua -Phase 5 (Active Adult) - WO-04 Community 7285, LDA 410-7285
Parcel ID's:	05-26-30-5220-0006-0010	05-26-30-5210-0013-0010	05-26-30-0000-0070-0000	
Parcel ID's:	05-26-30-5210-0060-0120	05-26-30-5210-0057-0040	05-26-30-5210-0045-0050	
Parcel ID's:	26-25-29-3140-0031-0020	26-25-29-3140-0031-0160		
Kisimme FL 32744 Osceola County

This waiver and release does not cover any retention of labor, services, or materials furnished after date specified.

Dated on

State of
February 25, 2022

Lienor's Name
Address

By Printed Name
Title

Florida

Jon M Hall Company

1400 Martin Luther King Jr. Blvd. Sanford, FL 32771

No_rRivers President

County of  Seminole	

The individual who has before me signed the foregoing Affidavit and Release on the date shown, being first duly sworn, deposes and says that he is authorized to execute the foregoing on behalf of the said firm and that the statements contained herein are true.

Sworn to before me the undersigned authority this, the who is personally known to me or who has produced did/did not take an oath.
2,_5-b. dayof	(:eb.	, 2022.
---------as identification, and who

Notary Signature 		t:..-?	,
Printed Notary Name -  •7t  		0 
-=,	,,. m,  m c;  ,,,.,..,
Notary Public Commission Number

Note: This is statutory form prescribed by Section 713.20, Florida Statutes (1996). Effective October 1, 1996, a person may not require a lienor to furnish a waiver or release of lien that is different from the statutory form.

Legend
= FOUND CONCRETE MONUMENT
= FOUND IRON AND CAP
= FOUND NAIL AND DISC
= SET 5/8" IRON ROD AND CAP
= SET NAIL AND DISC
= BENCHMARK

STMH 4-1.06 STRUCTURE TYPE = P-4 CI STATION = 21+81 (17.6' LT)

STMH 4-1.07
STRUCTURE TYPE = P-2 CI STATION = 21+81 (17.8' RT)
NCF ARV L ASP BFP BOC C (C) CL
CONC

CMP DB Δ DE
ST
DIP EP
E
ERCP FF

FES FL FM FMB FMPV
FMT
F

G

GB GR HDPE
= NO CORNER FOUND
= AIR RELEASE VALVE
= ARC LENGTH
= ASPHALT
= BACK FLOW PREVENTOR
= BACK OF CURB
= CABLE RISER
= CALCULATED
= CENTERLINE
= CONCRETE
= CONCRETE
= CORRUGATED METAL PIPE
= DEED BOOK
= DELTA ANGLE
= DRAINAGE EASEMENT
= DRAINAGE MANHOLE
= DUCTILE IRON PIPE
= EDGE OF PAVEMENT
= ELECTRIC MANHOLE
= ELLIPTICAL REINFORCED CONCRETE PIPE
= FINISHED FLOOR
= FIRE HYDRANT
= FLARED END SECTION
= FLOW LINE
= FORCE MAIN
= FORCEMAIN BEND
= FORCEMAIN PLUG VALVE
= FORCEMAIN TEE
= FORCEMAIN VALVE
= GATE VALVE
= GRADE BREAK
= GROUND
= HIGH DENSITY POLYETHYLENE PIPE

STMH 4-3.01 STRUCTURE TYPE = P-4 CI STATION = 23+75 (12.3' LT)
23+75 (11.3' LT)
RIM ELEV = 67.53 67.37
INV (SW) = 62.50 62.53

187' 188' - 54" RCP
@ 0.07% 0.09%

ST

108

STMH 4-7.01
STRUCTURE TYPE = J7 MH STATION = 11+57 (33.1' LT)
11+58 (33.8' LT)
RIM ELEV = 67.39 67.07 INV (SW) = 55.30 55.32

STMH 4-1.01 STRUCTURE TYPE = P-3 CI STATION = 14+86 (17.6' LT)
14+86 (17.3' LT)
RIM ELEV = 66.22 66.05
INV (S) = 57.50  57.54

ST

ST
STMH 4-1.09 STRUCTURE TYPE = P7 MH STATION = 10+80 (17.8' LT)
10+83 (17.7' LT)
RIM ELEV = 64.10	64.29
INV (S) = 53.86	53.80
INV (N) = 54.36	54.31
STMH 4-1.03 STRUCTURE TYPE =P-3 CI STATION = 18+36 (17.9' LT)
18+36 (16.2' LT)
RIM ELEV = 65.18 65.00
INV (S) = 56.09	56.11

STMH 4-1.04 STRUCTURE TYPE = P-3 CI STATION = 18+36 (18.1' RT)
18+36 (17.1' RT)
RIM ELEV = 65.18 65.00
INV (N) = 55.95	55.95
NV (E) = 55.91	55.91
NV (W) = 55.91	55.91

STMH 4-1.16 STRUCTURE TYPE = P7 MH
RIM ELEV = 65.24 INV (E) = 52.94	52.94
INV (W) = 52.94	52.94

96

STMH 4-1.05 STRUCTURE TYPE = P7 MH STATION = 19+60 (18.6' RT)
19+60 (19.2' RT)
RIM ELEV = 64.19 64.23
INV (E) = 58.42  58.45
INV (S) = 54.45  54.39
INV (W) = 54.96  54.93

ST

ST

93

94

95
STMH 4-1.10
STMH 4-1.08 STRUCTURE TYPE = P7 MH STATION = 20+89 (16.9' RT)
20+89 (17.3' RT)
RIM ELEV = 64.24 64.11
INV (W) = 58.61  58.62
INV (E) = 58.61  58.65

64.06

ST

ST
21+81 (17.8' LT)
RIM ELEV = 63.92 63.81
INV (S) = 59.70  59.75
35' 36' - 15" RCP
@ 0.40% 0.56%

ST

92

91

90

89

88
21+80 (17.7' RT)
RIM ELEV = 63.92 63.83
INV (W) = 58.81  58.84
INV (N) = 59.56  59.55

ST

ST
88' 88' - 24" RCP
@ 0.23% 0.22%

1

2

3

4

5

6
IE IRR (M) MES NA ORB
O/S ORF OD PG PB POB POC POL PVC PCOR
= INVERT ELEVATION
= IRRIGATION
= MEASURED
= MITERED END SECTION
= NOT ACCESSABLE
= OFFICIAL RECORDS BOOK
= OFFSET
= ORIFICE
= OUTER DIAMETER
= PAGE
= PLAT BOOK
= POINT OF BEGINNING
= POINT OF COMMENCEMENT
= POINT ON LINE
= POLYETHYLENE PIPE
= PROPERTY CORNER

STMH 4-3.02 STRUCTURE TYPE = P7 MH STATION = 25+69 (12.0' LT)
25+70 (12.3' LT)
RIM ELEV = 68.66 68.53
INV (NE) = 61.67 61.90
INV (S) = 61.77  61.74

ST

113

112

111

110

109

ST

STMH 4-7.02
STRUCTURE TYPE = J7 MH RIM ELEV = 67.28 67.43
INV (NE) = 55.17 55.16 INV (SE) = 55.17 55.16

107
106

105

104

103

102
STMH 4-1.02
STRUCTURE TYPE = P-3 CI STATION = 14+87 (17.9' RT)
14+88 (17.7' RT)
RIM ELEV = 66.22 66.03
INV (E) = 56.61  56.59	99
INV (N) = 57.63	57.39
100
101

97

98

212

ST

213

214
STRUCTURE TYPE = P-4 CI	7
STATION = 12+52 (17.8' RT)	87
12+52 (16.8' RT)
RIM ELEV = 63.91 63.82
INV (E) = 54.78	54.85
ST	8
ST

15
14
13
12
11
10
9
PUE RAD (R) RED RCP RB RL RT
RV
RW
= PUBLIC UTILITY EASEMENT
= RADIUS
= RECORD
= REDUCER
= REINFORCED CONCRETE PIPE
= REUSE BEND
= REUSE LINE
= REUSE TEE
= REUSE VALVE
= RIGHT-OF-WAY

ST

117

116

115

114

MES 4-7
STRUCTURE TYPE = 54" MES (2:1)
RIM ELEV = 56.46 56.39
INV (NW) = 51.50 51.43
STMH 4-2.01
STRUCTURE TYPE = P-3 CI STATION = 13+07 (17.8' LT)
13+07 (17.64' LT)
ST CS-6 STRUCTURE TYPE = H DBI (2 GRATES) RIM ELEV = 62.90	62.92
SKIMMER TOP = 63.40	63.40
SKIMMER BOTTOM =	62.46
WEIR ELEV = 62.30	62.31
MES 4-1 STRUCTURE TYPE = 42" MES RIM ELEV = 56.76	56.70
INV (E) = 52.88	52.82

STMH 4-1.15 STRUCTURE TYPE = P-3 CI STATION = 13+92 (17.8' RT)
13+91 (18.6' RT)
RIM ELEV = 64.33 64.12
INV (E) = 53.05	53.06

209

210
211	ST
ST

ST

STMH 4-1.11
STRUCTURE TYPE = P-4 CI STATION = 12+53 (17.6' LT)
12+53 (17.6' LT)
RIM ELEV = 63.77 63.84
INV (N) = 53.69  53.69
INV (W) = 54.71  54.78
INV (S) = 53.19  53.16
CLO SMH SKMR SRCP
+90.0
O/S TMH
TR
BOB TOB
= SANITARY LATERAL CLEANOUT
= SEWER MANHOLE
= SKIMMER
= SLOTTED REINFORCED CONCRETE PIPE
= SPOT ELEVATION
= STATION O/S
= TELEPHONE MANHOLE
= TELEPHONE RISER
= TOE OF SLOPE
= TOP OF BANK
= UTILITY POLE
STMH 4-3.04 STRUCTURE TYPE = J7 MH STATION = 27+97 (13.6' LT)
27+95 (12.3' LT)
RIM ELEV = 69.17 69.08
INV (N) = 61.15  61.25
INV (E) = 57.61  57.52
INV (W) = 57.61  57.51

STMH 1.19

120

119

118

187

188

189
RIM ELEV = 67.87 67.69
INV (S) = 63.80  63.72
STMH 4-2.03 STRUCTURE TYPE = P-3 CI STATION = 15+92 (17.8' LT)
15+92 (17.4 LT)
RIM ELEV = 66.34 66.18
INV (S) = 62.30  62.31
4" ORRICE INV =60.80 60.80
INV (SE) = 56.80 56.85

STMH 4-2.11 STRUCTURE TYPE = J7 MH (60" Ø)
RIM ELEV = 65.28 65.64
INV (NW) = 56.80 56.82
INV (S) = 56.80  56.83
INV (W) = 53.05  53.06

206

208

207

16
17
ST	18
19
20

21
ST	22

ST 4-1.12B
STRUCTURE TYPE = C DBI STATION = 13+73 (157.1' LT)
RIM ELEV = 63.40 63.38
INV (W) = 56.17  57.10

STMH 4-1.12
STRUCTURE TYPE = P-3 CI STATION = 13+92 (17.7' LT)
13+91 (17.7' LT)
RIM ELEV = 64.33 64.08
WB WEL WL WM
WS W
WT
WV
W
= WATER BEND
= WATER ELEVATION
= WATER LINE
= WATER MAIN
= WATER SERVICE
= WATER TEE
= WATER VALVE
= WELL
STRUCTURE TYPE = P-3 CI with Temp. Top
STATION = 28+06 (37.8' RT)
28+05 (35.0' RT)
RIM ELEV =69.74
INV (E) = 57.64  57.64 ST
52' 48' - 42" RCP @ 0.06% 0.27%	ST

Notes

124

123

122

121

ST

186

185

184

183

ST

ST

182
190

181

191

180

192

179

193

194

195

196

ST

ST

197

198

199

ST

200

ST

ST

ST

201

ST

ST

204

203

202

205
86

85	23

84	24

83	25

82	26

81	27

80	28

79
29

ST
INV (N) = 53.08  53.08
INV (W) = 53.08  53.08
INV (S) = 56.17  56.14
INV (E) = 56.70  56.63

ST 4-1.13
STRUCTURE TYPE = D DBI STATION = 1+57.00
RIM ELEV = 63.38 63.31
INV (W) = 57.38  57.51

STMH 4-1.14
STRUCTURE TYPE = P7 MH STATION = 15+43 (18.6' LT)
15+42 (18.6' LT)
RIM ELEV = 64.15 64.28
INV (N) = 56.47  56.44
INV (E) = 57.10  57.00
THIS IS AN AS-BUILT OR RECORD SURVEY AND IS NOT TO BE CONSTRUED AS ANY OTHER TYPE OF SURVEY.
THIS IS NOT A BOUNDARY SURVEY.
ADDITIONS OR DELETIONS TO THIS AS-BUILT SURVEY BY OTHER THAN THE SIGNING PARTY IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF THE SIGNING SURVEYOR.
THIS SURVEY IS CERTIFIED TO THE DATE OF LAST FIELD WORK ONLY, AND NOT THE SIGNING DATE.
THIS MAP IS NOT A CERTIFICATION OF TITLE, ZONING, SETBACKS OR FREEDOM OF ENCUMBRANCES

178

177

176

175

174

173

172

170
171

STMH 4-2.08

78
30
STMH 4-2.07
ST	STMH 4-2.05
STRUCTURE TYPE = P-4 CI STATION = 22+41 (20.0' LT)
22+41 (20.2' LT)
RIM ELEV = 64.02 63.71
ST	INV (S) = 59.90  59.81

STMH 4-2.06

TOHOQUA

4A

AND WAS PREPARED WITHOUT BENEFIT OF ABSTRACT OF TITLE AND ALL MATTERS OF TITLE SHOULD BE REFERRED TO AN ATTORNEY AT LAW.
6. PARCEL IS SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS AND RIGHTS OF WAY OF RECORD. (RECORDED, UNRECORDED, WRITTEN AND UNWRITTEN).

ST

169
STMH 4-2.09
STRUCTURE TYPE = P-4 CI STATION = 18+32 (17.9' RT)
18+31 (18.28' RT)
RIM ELEV = 65.43 65.31 INV (W) = 58.18  58.12
STRUCTURE TYPE = P-4 CI STATION = 18+32 (17.9' LT)
18+32 (17.72' LT)	77
RIM ELEV = 65.43 65.35
INV (S) = 61.00	61.03
STMH 4-2.12
STRUCTURE TYPE = P7 MH STATION = 19+99 (18.8' RT)
19+99 (17.72' RT)
31 	
ELEV 65.15
INV (W) = 58.51  58.43
INV (E) = 58.51  58.55
STRUCTURE TYPE =P-4 CI STATION = 22+41 (21.3 RT)
22+41 (21.8 RT)
RIM ELEV = 64.08 63.84
INV (N) = 59.74  59.70
INV (W) = 58.99  59.00
7. UNDERGROUND AND ABOVE GROUND IMPROVEMENTS WERE NOT LOCATED. UNLESS OTHERWISE
SHOWN.
4B	8. SURVEY BASED ON DESCRIPTION PROVIDED BY THE CLIENT.
THIS SURVEY WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS, WILDLIFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, COMMISSION OR OTHER ENTITY.
HORIZONTAL DATUM BASED ON FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH

I HEREBY AFFIRM THAT THIS SURVEY REPRESENTED HEREON IS TRUE AND CORRECT TO THE BEST

168
INV (E) = 58.18  58.18
INV (N) = 60.86  60.76
STMH 4-2.10
STRUCTURE TYPE = P7 MH STATION = 18+00 (18.0' RT)
18+00 (18.0' RT)
RIM ELEV = 65.50 65.36
STRUCTURE TYPE = P77M6 H	32
STATION = 18+04 (18.0' LT)
18+05 (18.87 LT)
RIM ELEV = 65.48 65.37
INV (S) = 56.80  56.8275	33
INV (N) = 56.80	56.82

Location Map
Scale 1" = 2000'
AMERICAN DATUM OF 1983, 1990 ADJUSTMENT (NAD83/90), US SURVEY FEET, AS ESTABLISHED FROM TRIMBLE GPS BASE STATIONS.
ELEVATIONS SHOWN HEREON ARE BASED UPON SITE DEVELOPMENT BENCHMARKS. REFERENCED TO NATIONAL GEODETIC SURVEY DATUM; DESIGNATION: H512 HAVING AN ELEVATION OF 58.43 FEET, NAVD88.
SURVEY BOUNDARY INFORMATION SHOWN HEREON BASED ON PLANS PROVIDED BY POULOS & BENNETT, LLC. DATED 4/7/2020.
ALL SHEETS MUST BE TOGETHER, NEITHER IS FULL AND COMPLETE WITHOUT THE OTHER.

STATION AND OFFSET DIMENSIONS ARE FROM BASELINE ON PROVIDED PLANS. ALL DIMENSIONS SHOWN HEREON ARE FROM C/L OF PIPE.
ALL DIMENSIONS SHOWN HEREON ARE FROM C/L OF STRUCTURE.
OF MY KNOWLEDGE AND BELIEF. IT HAS BEEN PREPARED IN ACCORDANCE WITH THE STANDARDS SET FORTH IN CHAPTER 5J-17, F.A.C., PURSUANT TO CHAPTERS 177 AND 472, FLORIDA STATUTES. THIS MAP IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL AUTHORIZATION OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. UNLESS IT BEARS THE SIGNATURE AND SEAL OF THE LAND SURVEYOR LISTED, THIS DRAWING, SKETCH, PLAT OR MAP IS NOT VALID AND IS FOR INFORMATIONAL PURPOSES ONLY. DIMENSIONS OF IMPROVEMENTS SHOWN SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES.

DOLLY OJALA CARWILE, PSM	DATE SIGNED
FLORIDA LICENSED SURVEYOR NO. 6878

167
INV (E) = 58.11  58.03
INV (W) = 60.63 60.65 INV (N) =	56.87
INV (S) =	56.87
74	34
0	30
60
1" = 60'
120
Feet
Legend
= FOUND CONCRETE MONUMENT
= FOUND IRON AND CAP
= FOUND NAIL AND DISC
= SET 5/8" IRON ROD AND CAP
= SET NAIL AND DISC
= BENCHMARK
NCF ARV L ASP BFP BOC C (C) CL
CONC

CMP DB Δ DE
ST
DIP
= NO CORNER FOUND
= AIR RELEASE VALVE
= ARC LENGTH
= ASPHALT
= BACK FLOW PREVENTOR
= BACK OF CURB
= CABLE RISER
= CALCULATED
= CENTERLINE
= CONCRETE
= CONCRETE
= CORRUGATED METAL PIPE
= DEED BOOK
= DELTA ANGLE
= DRAINAGE EASEMENT
= DRAINAGE MANHOLE
= DUCTILE IRON PIPE

ST

116

115

114

MES 4-7
STRUCTURE TYPE = 54" MES (2:1)
RIM ELEV = 56.46 56.39
INV (NW) = 51.50 51.43
STMH 4-2.01
STRUCTURE TYPE = P-3 CI STATION = 13+07 (17.8' LT)
13+07 (17.64' LT)

ST CS-6 STRUCTURE TYPE = H DBI (2 GRATES) RIM ELEV = 62.90	62.92
SKIMMER TOP = 63.40	63.40
SKIMMER BOTTOM =	62.46

MES 4-1 STRUCTURE TYPE = 42" MES RIM ELEV = 56.76	56.70
INV (E) = 52.88	52.82

STMH 4-1.15 STRUCTURE TYPE = P-3 CI STATION = 13+92 (17.8' RT)
13+91 (18.6' RT)
RIM ELEV = 64.33 64.12

209

210

211	ST
ST

ST
EP
E
ERCP FF

FES FL FM FMB FMPV
FMT
F

G

GB GR HDPE IE IRR (M) MES NA ORB
O/S ORF OD PG
= EDGE OF PAVEMENT
= ELECTRIC MANHOLE
= ELLIPTICAL REINFORCED CONCRETE PIPE
= FINISHED FLOOR
= FIRE HYDRANT
= FLARED END SECTION
= FLOW LINE
= FORCE MAIN
= FORCEMAIN BEND
= FORCEMAIN PLUG VALVE
= FORCEMAIN TEE
= FORCEMAIN VALVE
= GATE VALVE
= GRADE BREAK
= GROUND
= HIGH DENSITY POLYETHYLENE PIPE
= INVERT ELEVATION
= IRRIGATION
= MEASURED
= MITERED END SECTION
= NOT ACCESSABLE
= OFFICIAL RECORDS BOOK
= OFFSET
= ORIFICE
= OUTER DIAMETER
= PAGE

STMH 4-3.04 STRUCTURE TYPE = J7 MH STATION = 27+97 (13.6' LT)
27+95 (12.3' LT)
RIM ELEV = 69.17 69.08
INV (N) = 61.15  61.25
INV (E) = 57.61  57.52
INV (W) = 57.61  57.51

STMH 1.19 STRUCTURE TYPE = P-3 CI with Temp. Top
STATION = 28+06 (37.8' RT)
28+05 (35.0' RT)
RIM ELEV =69.74
INV (E) = 57.64  57.64 ST
52' 48' - 42" RCP @ 0.06% 0.27%	ST

STMH 4-3.05 STRUCTURE TYPE = J7 MH

122

121

120

ST

119

118
117

187

188

189

ST

ST
RIM ELEV = 67.87 67.69
INV (S) = 63.80  63.72

190

191
192
STMH 4-2.03 STRUCTURE TYPE = P-3 CI STATION = 15+92 (17.8' LT)
15+92 (17.4 LT)
RIM ELEV = 66.34 66.18
INV (S) = 62.30  62.31

193
194

195
WEIR ELEV = 62.30	62.31
4" ORRICE INV =60.80	60.80
INV (SE) = 56.80	56.85
STMH 4-2.11 STRUCTURE TYPE = J7 MH (60" Ø)
RIM ELEV = 65.28 65.64
INV (NW) = 56.80	56.82
INV (S) = 56.80	56.83

196
197

198
INV (E) = 53.05  53.06
INV (W) = 53.05  53.06

ST

ST
199
200

204

203

202

205

206

208

207

16
17
ST	18
19
20

21

ST	22
86

85	23

84	24

83	25

82	26

ST 4-1.12B
STRUCTURE TYPE = C DBI STATION = 13+73 (157.1' LT)
RIM ELEV = 63.40 63.38
INV (W) = 56.17  57.10

STMH 4-1.12
STRUCTURE TYPE = P-3 CI STATION = 13+92 (17.7' LT)
13+91 (17.7' LT)
RIM ELEV = 64.33 64.08
INV (N) = 53.08  53.08
INV (W) = 53.08  53.08
INV (S) = 56.17  56.14
INV (E) = 56.70  56.63

ST 4-1.13
STRUCTURE TYPE = D DBI STATION = 1+57.00
RIM ELEV = 63.38 63.31
INV (W) = 57.38  57.51
PB POB POC POL PVC PCOR PUE RAD (R) RED RCP RB RL
= PLAT BOOK
= POINT OF BEGINNING
= POINT OF COMMENCEMENT
= POINT ON LINE
= POLYETHYLENE PIPE
= PROPERTY CORNER
= PUBLIC UTILITY EASEMENT
= RADIUS
= RECORD
= REDUCER
= REINFORCED CONCRETE PIPE
= REUSE BEND
= REUSE LINE
STATION = 11+49 (17.7' RT) 11+49 (0.3 RT)
RIM ELEV = 68.19 68.16
INV (W) = 57.55  57.52
INV (SW) = 57.55 57.55

STMH 4-3.06

127

126

125

124

123

ST

186

185

184

183

182

181

180

ST

201

ST
ST
ST

ST
ST
81	27

80	28

79
29
STMH 4-1.14
STRUCTURE TYPE = P7 MH STATION = 15+43 (18.6' LT)
15+42 (18.6' LT)
RIM ELEV = 64.15 64.28
INV (N) = 56.47  56.44
INV (E) = 57.10  57.00
RT	= REUSE TEE RV	= REUSE VALVE
RW  = RIGHT-OF-WAY
STRUCTURE TYPE = J7 MH
RIM ELEV = 68.96 INV (NE) = 57.48 57.50
INV (SE) = 57.48 57.30

MES 4-3
STRUCTURE TYPE = 42" MES (2:1)
RIM ELEV = 57.88

128

179

178

177
ST
171

ST	STMH 4-2.05
STRUCTURE TYPE = P-4 CI STATION = 22+41 (20.0' LT)
CLO
SMH SKMR SRCP
+90.0
= SANITARY LATERAL CLEANOUT
= SEWER MANHOLE
= SKIMMER
= SLOTTED REINFORCED CONCRETE PIPE
= SPOT ELEVATION
INV (NW) = 54.00 53.52

129
176

175

174

173

172

170

STMH 4-2.08

78
30
STMH 4-2.07
22+41 (20.2' LT)
RIM ELEV = 64.02 63.71
ST	INV (S) = 59.90  59.81

STMH 4-2.06
O/S TMH
TR
BOB TOB
= STATION O/S
= TELEPHONE MANHOLE
= TELEPHONE RISER
= TOE OF SLOPE
= TOP OF BANK

131
130

STMH 4-2.02
STRUCTURE TYPE = P-3 CI

ST

169
STMH 4-2.09
STRUCTURE TYPE = P-4 CI STATION = 18+32 (17.9' RT)
18+31 (18.28' RT)
RIM ELEV = 65.43 65.31 INV (W) = 58.18  58.12
STRUCTURE TYPE = P-4 CI STATION = 18+32 (17.9' LT)
18+32 (17.72' LT)	77
RIM ELEV = 65.43 65.35
INV (S) = 61.00	61.03
STMH 4-2.12
STRUCTURE TYPE = P7 MH STATION = 19+99 (18.8' RT)
19+99 (17.72' RT)
31 	
ELEV 65.15
INV (W) = 58.51  58.43
INV (E) = 58.51  58.55
STRUCTURE TYPE =P-4 CI STATION = 22+41 (21.3 RT)
22+41 (21.8 RT)
RIM ELEV = 64.08 63.84
INV (N) = 59.74  59.70
INV (W) = 58.99  59.00

WB WEL WL WM
WS W
WT
WV
W
= UTILITY POLE
= WATER BEND
= WATER ELEVATION
= WATER LINE
= WATER MAIN
= WATER SERVICE
= WATER TEE
= WATER VALVE
= WELL

135

134

133
132
STATION = 13+25 (17.9' RT)
13+25 (17.4 RT)
RIM ELEV = 67.78 67.56
INV (E) = 61.92  61.92
INV (N) = 62.17  62.20
STMH 4-2.04 STRUCTURE TYPE = P-3 CI STATION = 16+04 (18.0' RT)
16+04 (17.6' RT)
RIM ELEV = 66.30 66.20
INV (N) = 62.16  62.18
INV (E) = 61.22  61.27
INV (W) = 61.22  61.29

168

167
INV (E) = 58.18  58.18
INV (N) = 60.86  60.76

STMH 4-2.10
STRUCTURE TYPE = P7 MH STATION = 18+00 (18.0' RT)
18+00 (18.0' RT)
RIM ELEV = 65.50 65.36
INV (E) = 58.11  58.03
INV (W) = 60.63 60.65 INV (N) =	56.87
INV (S) =	56.87
STRUCTURE TYPE = P77M6 H	32
STATION = 18+04 (18.0' LT)
18+05 (18.87 LT)
RIM ELEV = 65.48 65.37
INV (S) = 56.80  56.8275	33
INV (N) = 56.80	56.82

74	34

137

136

MES 4-2
STRUCTURE TYPE = 48" MES (5:1)
RIM ELEV = 61.07 INV (NE) = 56.66 56.64
STMH 4-2.13
STRUCTURE TYPE = J7 MH (60"Ø) RIM ELEV = 65.42	65.54
INV (N) = 56.71	56.60
166 INV (SW) = 56.71	56.81
73	35
72	36
139
138
140
141

142

143

144

164

165

71	37

70	38

69	39

68	40

145

146

163

67	41

147

148	149	150

151	152	153

154	155	156

157	158	159

162

161

48	47

46
45	44	43	42

160

SCALE:

DRAWN:

CHECKED:

DATE:

1" = 60' MJ DOC
11/29/2021

0	30

60

1" = 60'

120
Feet

FIELD BOOK & PAGE:
VARIES
DATE OF LAST FIELD WORK:
11/23/2021
PROJECT NO:
J01-002

SHEET:
2	OF	3
Legend
= FOUND CONCRETE MONUMENT
= FOUND IRON AND CAP
= FOUND NAIL AND DISC
= SET 5/8" IRON ROD AND CAP
= SET NAIL AND DISC
= BENCHMARK
NCF ARV L ASP BFP BOC

(C) CL
CONC

CMP DB Δ DE

DIP EP

ERCP FF

FES FL FM FMB FMPV FMT

GB GR HDPE IE IRR (M) MES NA ORB
O/S ORF OD PG PB POB POC POL PVC PCOR PUE RAD (R) RED RCP RB RL
RT
RV
RW CLO SMH SKMR SRCP
+90.0
O/S TMH
TR
BOB TOB

WB WEL WL WM
WS
WT
WV
= NO CORNER FOUND
= AIR RELEASE VALVE
= ARC LENGTH
= ASPHALT
= BACK FLOW PREVENTOR
= BACK OF CURB
= CABLE RISER
= CALCULATED
= CENTERLINE
= CONCRETE
= CONCRETE
= CORRUGATED METAL PIPE
= DEED BOOK
= DELTA ANGLE
= DRAINAGE EASEMENT
= DRAINAGE MANHOLE
= DUCTILE IRON PIPE
= EDGE OF PAVEMENT
= ELECTRIC MANHOLE
= ELLIPTICAL REINFORCED CONCRETE PIPE
= FINISHED FLOOR
= FIRE HYDRANT
= FLARED END SECTION
= FLOW LINE
= FORCE MAIN
= FORCEMAIN BEND
= FORCEMAIN PLUG VALVE
= FORCEMAIN TEE
= FORCEMAIN VALVE
= GATE VALVE
= GRADE BREAK
= GROUND
= HIGH DENSITY POLYETHYLENE PIPE
= INVERT ELEVATION
= IRRIGATION
= MEASURED
= MITERED END SECTION
= NOT ACCESSABLE
= OFFICIAL RECORDS BOOK
= OFFSET
= ORIFICE
= OUTER DIAMETER
= PAGE
= PLAT BOOK
= POINT OF BEGINNING
= POINT OF COMMENCEMENT
= POINT ON LINE
= POLYETHYLENE PIPE
= PROPERTY CORNER
= PUBLIC UTILITY EASEMENT
= RADIUS
= RECORD
= REDUCER
= REINFORCED CONCRETE PIPE
= REUSE BEND
= REUSE LINE
= REUSE TEE
= REUSE VALVE
= RIGHT-OF-WAY
= SANITARY LATERAL CLEANOUT
= SEWER MANHOLE
= SKIMMER
= SLOTTED REINFORCED CONCRETE PIPE
= SPOT ELEVATION
= STATION O/S
= TELEPHONE MANHOLE
= TELEPHONE RISER
= TOE OF SLOPE
= TOP OF BANK
= UTILITY POLE
= WATER BEND
= WATER ELEVATION
= WATER LINE
= WATER MAIN
= WATER SERVICE
= WATER TEE
= WATER VALVE
= WELL

229 230 LF 42"RCP @ 0.08% 0.11%

36 36 LF 18"RCP @ 0.31% 0.35%

392 391 LF 42"RCP @ 0.31% 0.30%

268 269 LF 36"RCP @ 0.10% 0.10%

43 43 LF 36"RCP @ 0.09% 0.12%

181 180 LF 42"RCP @ 0.04% 0.00%

44 41 LF 15"RCP @ 0.39% 0.46%

Description:
A PARCEL OF LAND BEING PORTIONS OF LOTS 177, 178, 179, 182, 183, 184, 185, 186, 187, 190, AND 191 AS SHOWN ON THE PLAT OF COCOA-INDIAN RIVER PROPERTIES AS RECORDED IN PLAT BOOK 5, PAGE 7, TOGETHER WITH TRACT R-4 AS SHOWN ON THE PLAT OF WILLOW CREEK COMMERCIAL CENTER - PHASE I AS RECORDED IN PLAT BOOK 51, PAGE 20 ALL BEING OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA, SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT THE SOUTHEAST CORNER OF SECTION 10, TOWNSHIP 23 SOUTH, RANGE 35 EAST, BREVARD COUNTY, FLORIDA, THENCE N00°11'12"E, ALONG THE EAST LINE OF SAID SECTION 10, A DISTANCE OF 1327.76 FEET
TO THE NORTHEAST CORNER OF THE SOUTH 1/4 OF SAID SECTION 10; THENCE CONTINUE N00°11'12"E, ALONG SAID EAST LINE OF SECTION 10, A DISTANCE OF
101.45 FEET; THENCE S89°22'09"W, 316.46 FEET TO A POINT LYING ON THE WESTERLY RIGHT OF WAY LINE OF GRISSOM PARKWAY AS DESCRIBED IN OFFICIAL RECORDS BOOK 2721, PAGE 910 AND SAID POINT BEING THE SOUTHEAST CORNER OF LOT 1 AS SHOWN ON THE PLAT OF WILLOW CREEK COMMERCIAL CENTER - PHASE I AS RECORDED IN PLAT BOOK 51, PAGE 20 ALL BEING OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA; THENCE CONTINUE S89°22'09"W, ALONG THE SOUTH LINE OF SAID PLAT OF WILLOW CREEK - PHASE I, A DISTANCE OF 1608.67 FEET TO THE SOUTHWEST CORNER OF TRACT 3 OF SAID PLAT AND SAID POINT BEING THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE CONTINUE S89°22'09"W, 2576.15 FEET; THENCE N42°36'33"E, 549.08 FEET; THENCE N61°33'04"E, 900.00 FEET; THENCE N80°43'25"E, 857.30 FEET TO A POINT LYING ON THE WESTERLY BOUNDARY LINE OF SAID PLAT OF WILLOW CREEK
- PHASE I; THENCE S31°01'11"E, ALONG SAID LINE, 58.88 FEET TO THE MOST WESTERLY CORNER OF TRACT R-4 AS SHOWN ON THE AFORESAID PLAT OF WILLOW CREEK COMMERCIAL CENTER - PHASE I; THENCE ALONG THE BOUNDARIES OF SAID TRACT R-4, THE FOLLOWING FOUR COURSES AND DISTANCES: N58°58'49"E,
500.56 FEET; S28°52'20"E, 15.01 FEET; S31°01'11"E, 115.00 FEET; S58°58'49"W, 500.00 FEET TO THE MOST SOUTHERLY CORNER OF SAID TRACT R-4; THENCE S31°01'11"E, ALONG SAID WESTERLY BOUNDARY LINE OF THE PLAT OF WILLOW CREEK - PHASE I, A DISTANCE OF 911.12 FEET TO THE POINT OF BEGINNING. CONTAINING 37.64 ACRES MORE OR LESS.

I HEREBY AFFIRM THAT THIS SURVEY REPRESENTED HEREON IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. IT HAS BEEN PREPARED IN ACCORDANCE WITH THE STANDARDS SET FORTH IN CHAPTER 5J-17, F.A.C., PURSUANT TO CHAPTERS 177 AND 472, FLORIDA STATUTES. THIS MAP IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL
SEE SHEET 2 OF 3
Notes
THIS IS AN AS-BUILT OR RECORD SURVEY AND IS NOT TO BE CONSTRUED AS ANY OTHER TYPE OF SURVEY.
THIS IS NOT A BOUNDARY SURVEY.
ADDITIONS OR DELETIONS TO THIS AS-BUILT SURVEY BY OTHER THAN THE SIGNING PARTY IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF THE SIGNING SURVEYOR.
THIS SURVEY IS CERTIFIED TO THE DATE OF LAST FIELD WORK ONLY, AND NOT THE SIGNING DATE.
THIS MAP IS NOT A CERTIFICATION OF TITLE, ZONING, SETBACKS OR FREEDOM OF ENCUMBRANCES AND WAS PREPARED WITHOUT BENEFIT OF ABSTRACT OF TITLE AND ALL MATTERS OF TITLE SHOULD BE REFERRED TO AN ATTORNEY AT LAW.
PARCEL IS SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS AND RIGHTS OF WAY OF RECORD. (RECORDED, UNRECORDED, WRITTEN AND UNWRITTEN).
UNDERGROUND AND ABOVE GROUND IMPROVEMENTS WERE NOT LOCATED. UNLESS OTHERWISE SHOWN.
SURVEY BASED ON DESCRIPTION PROVIDED BY THE CLIENT.
THIS SURVEY WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS, WILDLIFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, COMMISSION OR OTHER ENTITY.
HORIZONTAL DATUM BASED ON FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983, 1990 ADJUSTMENT (NAD83/90), US SURVEY FEET, AS ESTABLISHED FROM TRIMBLE GPS BASE STATIONS.
BEARINGS DESIGNATION BASED ON THE SOUTHWEST LINE OF WILLOW CREEK COMMERCIAL CENTER - PHASE 1 (PLAT BOOK 51, PAGE 20) AS BEING S31°01'11"E, AS SHOWN ON BOUNDARY SURVEY BY HONEYCUTT & ASSOCIATES, INC DATED 12/16/2015, ASSUMED.
ELEVATIONS SHOWN HEREON ARE BASED UPON SITE DEVELOPMENT BENCHMARKS. REFERENCED TO NATIONAL GEODETIC SURVEY DATUM; DESIGNATION: TIX AIRPORT AZ HAVING AN ELEVATION OF 29.96 FEET, NAVD88.
SURVEY BOUNDARY INFORMATION SHOWN HEREON BASED ON A PRIOR SURVEY BY HONEYCUTT & ASSOCIATES, INC. DATED 12/16/2015.
ALL SHEETS MUST BE TOGETHER, NEITHER IS FULL AND COMPLETE WITHOUT THE OTHER.

0	25	50	100
Feet
1" = 50'

SCALE:

DRAWN:

CHECKED:

DATE:

1" = 50' MJ DOC
2/23/2022

Location Map
Scale 1" = 500'
AUTHORIZATION OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. UNLESS IT BEARS THE SIGNATURE AND SEAL OF THE LAND SURVEYOR LISTED, THIS DRAWING, SKETCH, PLAT OR MAP IS NOT VALID AND IS FOR INFORMATIONAL PURPOSES ONLY. DIMENSIONS OF IMPROVEMENTS SHOWN SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES.

DOLLY OJALA CARWILE, PSM	DATE SIGNED
FLORIDA LICENSED SURVEYOR NO. 6878
ALL STREETS ARE PUBLIC RIGHTS OF WAY. SANITARY SERVICE IS 1" TYPICAL.
ALL DIMENSIONS SHOWN HEREON ARE FROM C/L OF PIPE.
ALL DIMENSIONS SHOWN HEREON ARE FROM C/L OF STRUCTURE.
FIELD BOOK & PAGE:
VARIES
DATE OF LAST FIELD WORK:
02/07/2022
PROJECT NO:
J01-004
SHEET:
1	OF	3
Legend
= FOUND CONCRETE MONUMENT
= FOUND IRON AND CAP
= FOUND NAIL AND DISC
= SET 5/8" IRON ROD AND CAP
= SET NAIL AND DISC
= BENCHMARK
SEE SHEET 1 OF 3

268 269 LF 36"RCP @ 0.10% 0.10%
NCF ARV L ASP BFP BOC

(C) CL
CONC

CMP DB Δ DE

DIP EP

ERCP FF

FES FL FM FMB FMPV FMT

GB GR HDPE IE IRR (M) MES NA ORB
O/S ORF OD PG PB POB POC POL PVC PCOR PUE RAD (R) RED RCP RB RL
RT
RV
RW CLO SMH SKMR SRCP
+90.0
O/S TMH
TR
BOB TOB

WB WEL WL WM
WS
WT
WV
= NO CORNER FOUND
= AIR RELEASE VALVE
= ARC LENGTH
= ASPHALT
= BACK FLOW PREVENTOR
= BACK OF CURB
= CABLE RISER
= CALCULATED
= CENTERLINE
= CONCRETE
= CONCRETE
= CORRUGATED METAL PIPE
= DEED BOOK
= DELTA ANGLE
= DRAINAGE EASEMENT
= DRAINAGE MANHOLE
= DUCTILE IRON PIPE
= EDGE OF PAVEMENT
= ELECTRIC MANHOLE
= ELLIPTICAL REINFORCED CONCRETE PIPE
= FINISHED FLOOR
= FIRE HYDRANT
= FLARED END SECTION
= FLOW LINE
= FORCE MAIN
= FORCEMAIN BEND
= FORCEMAIN PLUG VALVE
= FORCEMAIN TEE
= FORCEMAIN VALVE
= GATE VALVE
= GRADE BREAK
= GROUND
= HIGH DENSITY POLYETHYLENE PIPE
= INVERT ELEVATION
= IRRIGATION
= MEASURED
= MITERED END SECTION
= NOT ACCESSABLE
= OFFICIAL RECORDS BOOK
= OFFSET
= ORIFICE
= OUTER DIAMETER
= PAGE
= PLAT BOOK
= POINT OF BEGINNING
= POINT OF COMMENCEMENT
= POINT ON LINE
= POLYETHYLENE PIPE
= PROPERTY CORNER
= PUBLIC UTILITY EASEMENT
= RADIUS
= RECORD
= REDUCER
= REINFORCED CONCRETE PIPE
= REUSE BEND
= REUSE LINE
= REUSE TEE
= REUSE VALVE
= RIGHT-OF-WAY
= SANITARY LATERAL CLEANOUT
= SEWER MANHOLE
= SKIMMER
= SLOTTED REINFORCED CONCRETE PIPE
= SPOT ELEVATION
= STATION O/S
= TELEPHONE MANHOLE
= TELEPHONE RISER
= TOE OF SLOPE
= TOP OF BANK
= UTILITY POLE
= WATER BEND
= WATER ELEVATION
= WATER LINE
= WATER MAIN
= WATER SERVICE
= WATER TEE
= WATER VALVE
= WELL

0	25	50	100
Feet
1" = 50'

229 230 LF 42"RCP @ 0.08% 0.11%

36 36 LF 18"RCP @ 0.31% 0.35%

392 391 LF 42"RCP @ 0.31% 0.30%

181 180 LF 42"RCP @ 0.04% 0.00%

36 35 LF 15"RCP @ 0.36% 0.43%

139 139 LF 72"RCP @ 0.06% 0.08%

43 43 LF 36"RCP @ 0.09% 0.12%

44 41 LF 15"RCP @ 0.39% 0.46%

102 109 LF 72"RCP @ 0.06% 0.05%

241 242 LF 48"RCP @ 0.07% 0.07%

134 137 LF 48"RCP @ 0.07% 0.22%

113 117 LF 48"RCP @ 0.06% 0.03%

SCALE:

DRAWN:

CHECKED:

DATE:

1" = 50' MJ DOC
2/23/2022

FIELD BOOK & PAGE:
VARIES
DATE OF LAST FIELD WORK:
02/07/2022
PROJECT NO:
J01-004
SEE SHEET 3 OF 3

SHEET:
2	OF	3
Legend
= FOUND CONCRETE MONUMENT
= FOUND IRON AND CAP
= FOUND NAIL AND DISC
= SET 5/8" IRON ROD AND CAP
= SET NAIL AND DISC
= BENCHMARK

SEE SHEET 2 OF 3
NCF ARV L ASP BFP BOC

(C) CL
CONC

CMP DB Δ DE

DIP EP

ERCP FF

FES FL FM FMB FMPV FMT

GB GR HDPE IE IRR (M) MES NA ORB
O/S ORF OD PG PB POB POC POL PVC PCOR PUE RAD (R) RED RCP RB RL
RT
RV
RW CLO SMH SKMR SRCP
+90.0
O/S TMH
TR
BOB TOB

WB WEL WL WM
WS
WT
WV
= NO CORNER FOUND
= AIR RELEASE VALVE
= ARC LENGTH
= ASPHALT
= BACK FLOW PREVENTOR
= BACK OF CURB
= CABLE RISER
= CALCULATED
= CENTERLINE
= CONCRETE
= CONCRETE
= CORRUGATED METAL PIPE
= DEED BOOK
= DELTA ANGLE
= DRAINAGE EASEMENT
= DRAINAGE MANHOLE
= DUCTILE IRON PIPE
= EDGE OF PAVEMENT
= ELECTRIC MANHOLE
= ELLIPTICAL REINFORCED CONCRETE PIPE
= FINISHED FLOOR
= FIRE HYDRANT
= FLARED END SECTION
= FLOW LINE
= FORCE MAIN
= FORCEMAIN BEND
= FORCEMAIN PLUG VALVE
= FORCEMAIN TEE
= FORCEMAIN VALVE
= GATE VALVE
= GRADE BREAK
= GROUND
= HIGH DENSITY POLYETHYLENE PIPE
= INVERT ELEVATION
= IRRIGATION
= MEASURED
= MITERED END SECTION
= NOT ACCESSABLE
= OFFICIAL RECORDS BOOK
= OFFSET
= ORIFICE
= OUTER DIAMETER
= PAGE
= PLAT BOOK
= POINT OF BEGINNING
= POINT OF COMMENCEMENT
= POINT ON LINE
= POLYETHYLENE PIPE
= PROPERTY CORNER
= PUBLIC UTILITY EASEMENT
= RADIUS
= RECORD
= REDUCER
= REINFORCED CONCRETE PIPE
= REUSE BEND
= REUSE LINE
= REUSE TEE
= REUSE VALVE
= RIGHT-OF-WAY
= SANITARY LATERAL CLEANOUT
= SEWER MANHOLE
= SKIMMER
= SLOTTED REINFORCED CONCRETE PIPE
= SPOT ELEVATION
= STATION O/S
= TELEPHONE MANHOLE
= TELEPHONE RISER
= TOE OF SLOPE
= TOP OF BANK
= UTILITY POLE
= WATER BEND
= WATER ELEVATION
= WATER LINE
= WATER MAIN
= WATER SERVICE
= WATER TEE
= WATER VALVE
= WELL

134 137 LF 48"RCP @ 0.07% 0.22%

113 117 LF 48"RCP @ 0.06% 0.03%

41 40 LF 24"RCP @ 0.20% 0.22%

260 259 LF 30"RCP @ 0.13% 0.15%

0	25	50	100
Feet
1" = 50'

178 196 LF 54"RCP @ 0.00% 0.00%

202 244 LF 36"RCP @ 0.10% 0.09%

127 125 LF 42"RCP @ 0.09% 0.16%

39 38 LF 54"RCP @ 0.00% 0.10%

160 161 LF 36"RCP @ 0.10% 0.12%

110 110 LF 36"RCP @ 0.10% 0.07%

36 35 LF 15"RCP @ 0.39% 0.52%

37 36 LF 36"RCP @ 0.08% 0.11%

36 36 LF 18"RCP @ 0.31% 0.28%

SCALE:

DRAWN:

CHECKED:

DATE:

1" = 50' MJ DOC
2/23/2022

FIELD BOOK & PAGE:
VARIES
DATE OF LAST FIELD WORK:
02/07/2022
PROJECT NO:
J01-004

SHEET:
3	OF	3
C:\Users\macgi\OneDrive - macgillivraysurveying.com\Active Jobs\J01-002 Tohoqua Phase 4A\20008 As-Builts\Ph4A\20008 Tohoqua Ph4A Storm As-Built.dwg

SHEET:
3	OF	3	PROJECT NO:
J01-002	DATE OF LAST FIELD WORK:
11/23/2021	FIELD BOOK & PAGE:
VARIES	DATE:
11/29/2021	CHECKED:
DOC	DRAWN:
MJ	SCALE:
1" = 60'	SURVEY:	PROJECT:								
								STORM AS-BUILT SURVEY		TOHOQUA PHASE 4A		MacGillivray & Co
Surveyors & Mappers, LLC	925 S Denning Dr Suite 4
Winter Park, FL 32789 407-790-4307
www.macgillivraysurveying.com Licensed Business No. 8445				
								CLIENT:	

JON M. HALL COMPANY	LOCATION:
SECTION 5, TOWNSHIP 26 SOUTH, RANGE 30 EAST CITY OF ST CLOUD
OSCEOLA COUNTY, FLORIDA							
											A	description	by	xx/xx/xx			
											REV:	DESCRIPTION:	BY:	DATE:			

Stephen Saha
From:	no-reply@dep.state.fl.us
Sent:	Tuesday, November 23, 2021 5:34 PM
To:	Lisa Fountain
Cc:	DEP_CD@dep.state.fl.us
Subject:	Wastewater Notification Received - Facility ID: FLA010962

FLORIDA DEPARTMENT OF	Ron DeSantis
Environmental Protection	Governor
Jeanette Nuñez
Bob Martinez Center	Lt. Governor 2600 Blair Stone Road
Tallahassee, Florida 32399-2400	Shawn Hamilton
Secretary	
Receipt for Notification Submission

November 23, 2021 Lisa Fountain
ST CLOUD SOUTHSIDE WRF - FLA010962 5701 MICHIGAN AVENUE
ST CLOUD, FL

This is to acknowledge that your Notification of Completion of Construction for a Domestic Wastewater Collection/Transmission System was received on November 23, 2021.

The form and supporting information fulfills the requirements to notify DEP the domestic wastewater collection/transmission system described below has been constructed in accordance with the associated DEP Permit Number and related plans and materials.

DEP may contact you for additional information. If you indicated substantial deviations and you do not hear from your district office, your project may be placed into service 10 days from the date of this letter. If you did NOT indicate substantial deviations and you do not hear from your district office, your project may be placed into service 3 days from the date of this letter.

This Clearance Notification Process does not relieve you from the responsibility of obtaining other permits or authorizations from other agencies (federal, state, city, etc.) that may be required for the project.

In support of your notification you provided the following information:	

To help protect your privacy, Micro so ft Office prevented auto matic download of this pictu re from the
In ternet. Dep Customer Survey
Stephen Saha
From:	no-reply@dep.state.fl.us
Sent:	Tuesday, November 23, 2021 5:23 PM
To:	Lisa Fountain
Cc:	DEP_CD@dep.state.fl.us
Subject:	Wastewater Notification Received - Facility ID: FLA010962

FLORIDA DEPARTMENT OF	Ron DeSantis
Environmental Protection	Governor
Jeanette Nuñez
Bob Martinez Center	Lt. Governor 2600 Blair Stone Road
Tallahassee, Florida 32399-2400	Shawn Hamilton
Secretary	
Receipt for Notification Submission

November 23, 2021 Lisa Fountain
ST CLOUD SOUTHSIDE WRF - FLA010962 5701 MICHIGAN AVENUE
ST CLOUD, FL

This is to acknowledge that your Notification of Completion of Construction for a Domestic Wastewater Collection/Transmission System was received on November 23, 2021.

The form and supporting information fulfills the requirements to notify DEP the domestic wastewater collection/transmission system described below has been constructed in accordance with the associated DEP Permit Number and related plans and materials.

DEP may contact you for additional information. If you indicated substantial deviations and you do not hear from your district office, your project may be placed into service 10 days from the date of this letter. If you did NOT indicate substantial deviations and you do not hear from your district office, your project may be placed into service 3 days from the date of this letter.

This Clearance Notification Process does not relieve you from the responsibility of obtaining other permits or authorizations from other agencies (federal, state, city, etc.) that may be required for the project.

In support of your notification you provided the following information:	

To help protect your privacy, Micro so ft Office prevented auto matic download of this pictu re from the
In ternet. Dep Customer Survey

TOHOQUA
EXHIBIT F SUBDIVISION PLAT

- PHASE 4A

Sheet 1 of  6

PLAT BOOK

PAGE	/2
TOHOQUA -  PHASE 4A
DEDICATION
A  replat  of
a	portion	of	THE FLORIDA DRAINED	LAND	COMPANY'S	SUBDIVISION	NO. 1,
as	recorded
.	Plat  Book
"B"'
Pages  65 and	66,·
KNOW ALL MEN BY THESE PRESENTS, That the undersigned, being the owner in fee simple of the lands described in the foregoing caption :o this plot (PARCEL ONE), do hereby dedicate said

Legal Description

PARCEL ONE
AND	a	replat of	a	portion	of	TOLIGA MANOR	 UNIT B, as	recorded		in Plat Book	1, Page All .		the		Public	Records	of	Osceola County,	Florida
Situated  In  Section	5, Township	26 South, Range 30 East
City of	St.	Cloud,	Osceola	County,	Florida
Deed Restrictions for this plat ore filed in OR. Book No. 5329, Pages 3 through 106, and ore accompanied by deed covenants.
139·,

KNOW ALL IVEN BY THESE PRESENTS, That the undersigned, being the owner in fee simple of the !ands described in the foregoing caption to this plat (PARCEL TWO), do hereby dedicate said lands and plot for the uses and purposes therein exJressed.
Tract "LS-1" (Lift Station} is cedicoted to the the City of St. Cloud, Florida.
IN WITNESS WH:::REOF, the undersigned has set his hand and seal on rJlo,rr,h IQ, '202-\
lands and plat for the uses and purposes therein expressed.
Tract "R-5" (Public Roadway), Tracts "AT-11'', "AT-12", and "AT-1.3" are dedicated to the City of St. Cloud, Florido.
A Utility ::asement over Tract "D", Tract "R-.5", and Tracts "AT-11'', "AT-12.", and '"AT-13" is dedicated to the perpetual use of the public.

IN IINESS WHt.R:.OF, the undersigned has set his hand and seal
on l'IJt).rC,h  \7  ,'2,o'Z I •

PARCEL CNE)
PULTE HOME COMPANY, LLC
A portion of Let 3; Lot 4; a portion of Lots 5 and 6; and a portion of Lots 12, 13 and 14, Block 31, along with portions o,f the plattAd right-of-way per TNE FLORIDA DRAINED LAND COMPANY'S SURD/VISION NO. 1, according to the plat thereof, as recorded in Plat Book "B", Pages 65 and 66, Public Records of Osceola County, Flor-ido,-

TOGETHER WITH

A portion of Lots 31, 32 and 33, Block. 40;  o portion of Lots 1 and 2; and Lots 3,4 and 5; and a portion of Lots 6, 7, 29 and 30;  and Lots 31 through 36; Block 45; a portion of Lots I 9 and  20;  Block 46; a portion of
Lots 15 and 76; and Lots 17 through 22; and a portion of Lots 23 and 24, Block 55; Lots 1 through 7; a portion of Lots 8 and 28; and Lots 29 through 36, Block 56; Lots 1 through 8; a portion of Lots 9 and 27;
and Lots 28 through 36, Block 61; a po,rfion of Lots 4 through 11; Lots 12 through 30; and a portion of Lots 31 through 33, Block 62; a portion of Lot 5; and Lots 6 through .31; and  a portion of Lot .32, Block 71; Lots 1 fhrough 9; and a portion of Lots 10, 11, and of Lots 25 through 34; and Lots 35 and 36, Bicek 72; along with portions of the platted right-of-ways per TOLIGA MANOR -  UNIT B, according to the plat thereof,
(PARCEL TWO)
NEPTUNE ROAD INVESTMENTS, LLC
a Florida limited liability

Name: 	 R_o_b_e_r_t_L_._s_e_c_r_si _t_l_l 
a Michigan limited liability company

Ncme: 	C_h_r_is_t_o_:.p_h_e_r_W_r_en_n
Vice-President
Tit e: _  co:cf cLc:o:cn-=d--=D-=e.:.ve=-1-=o.cp.:.m.:.e=-r-'-I, :	
as recorded in Plot Book 1, Page 139, Public Records of Osceola County, Florida.

All the above situated in Section 5, Township 26 South, F?ange 30 Fast, Osceola County, Florida, being more particularly descnbed cs follows:

Commence at the southwest comer of the Southwest 7/4 of said Section 5; thence run S 89'42'48" £, along the south line of the Southwest 1/4 of said Section 5, a distance o.r 1660.75 feet; thence, deporting said south line, run N 00'17'12" F, a distance of 1245.54 feet for the POINT OF BEGINNlNG; thence run N 86"56'11" W, a distance of 494.93 feet; thence run N 65"05'57" v\. a distance of 357.94 feet to a point of curvature of a non- tangent curve, concave southeasterly, having a radius of 5,099.00 feet; thence, on a chord bear/rig of N 31°18'51" E and  a chord distance of 283.69 feet, run northeasterly along the arc of said curve, a distance of
283.73 feet, lhrough a central urrgle of 03"1/'/7" to a point of reverse curvature of a curve, having a radius of 1,395.00 feet and a central angle of 10·73'01"; thence run northeasterly, along the arc of said curve, o
Titie: 	_.M"-o=-n-'-o=-g,,_e=-r

Signed and sealed in the presence of:
_

Signed and sealed in the presence of:

distance of 250.79 feet to the intersection with a curve, concave northeasterly, having o radius of 7,554.00 feet; thence, on a chord bearing of N 73'02'11" Wand a cho,rd distance of 113.33 feet, run westerly along the arc of said curve, a distance of 173.33 feet, through a central angle of 00·57'34" to a point of reverse curvature of a curve, having o radius of 25.00 feet and a central angle of 83'10'42"; thence run southwesterly, aiong the arc of said curve, a distance of 36.29 feet to a point on a non-radial line; thence run N bY47'06"' W, a distance of 38.00 feet to a point of curvature of a non-tangent curve, concave westerly, having a radius of
f,222.00 feet; thence, on a chord bearing of N 23'23'36" £ and a chard distance c>f 35.05 feet, run northeasterly along the arc of said curve, a distance of 35.05 feet, through a central angle of 01"38'36" to the point of tangency thereof,· thence run N 22"34'18" £, o distance of 605.48 feet; thence run S 57·25'42" £, a distance of 38.00 feet; thence run S 22"34'18" W, a distance of 2.00 feet fo o point of curvature of a curve, concave
/IM;ttk //;/,wk,
¥rint Name

sTATE oc f\orida
Print Name COUNTY OF: 0 ro.<>lj£
 t0	H
Print Nome

sTATE oF, Floridu
Me9':li (l.  1c.,-1io'l{Z.
Print Nome

COUNTY OF C, f:0.""iJ( 
northeasterly, having o radius of 25.00 feet and a central angle of 91"37'31"; thence run southeasterly, along the arc at said curve, a distance of 39.98 feet t6'"ci:pcint of compound curvature of a curve, having o radius of _668.00 feet and a central angle of 40"18'36"; then e run e sterly, along the arc of said curve, a distanc_e f  69.97 feet to the point of tangency ther/o/  theye ru  N 70"38'1/" £, a distance of 4 7.63 feet too point of curvature of a ur e, ,_concave_ southerly, having a radius o 527.00 feet and o central angle of 191029; {h nce run oster/y, along the arc of s01d curv7  a d1s:an,ce,,of 176.37 feet to the point of lanyency
The foregoing instrument was acknowledged before me by means of  [O'physicol presence or n online notarization, this ay
of  tJlafC.n	, 2021, by _ _.R'-'o"'becec_r'c_•-'L'-.-'S"'e'-'c'-r"is'-'t_l""II	_
The foregrnng mstrumPnt was acknowledged before me by means
of	ys1cal presence or D online notarization, thisJ.::l  ay of  MCi,rC.,v\	2021 by Christopher Wrenn , Vice President
thereof,· thence run N 894841  £, a distance of 66.83 feet to a point of curvature of a curve, concave northwest, having a rad,'us of 25.00 feet and a cent':t!:.:?sn9,1r,6f '2116; thence run northeasterly, alcmg the ore
of said curve, a distance of 39.86 feet to a point on the westerly line of the additional right-of-way parcel as recorded in Official .Records Book 5892, Page 1451!..i_Public Rec;ords of Osceola County, ,f:""/orida;  said point
Manager
of NEPTUNE ROAD INVESTMENTS, LLC, a
of Land Development (North Florido) of PULTE HOME COMPANY, LLC.
being a point on a non-tangent curve, concave northwesterly, having o radius of 1,435.00 feet; thence run southerly along said westerly line, the fa/lowing two (2) course	di::danoes: on a cfwrd bearing of 5 09'32'44" W; and  o chord distance of 551.98 feet, run southerly along the ore of said curve, o distance of 555.44 feet, through o central angle of 22"70'38" to a point of reverse 'va o/\ acurve, having a radius of 3,445.00 feet and a central angle of 08"45'31':· thence run southerly, along the arc of said curve, a distance of 526.62 feet to the intersection with a curve, concave southwesterly, fipving a roffius of 25.00 feet; thence, departing said westerly fine, :Jn a chord bear'.·ng, of., N 33°4 '33" W and  a chord distance  f 35.78 feet, run northwesterly along the arc of  aid curve'. a distance of 39.87 feet, through a cen n le ,,of 91"22'12" to the point of
tangency thereof,· thence run N 79'2939  W, a distance of 270.56 feet too  point of curvature of a curve, concave northerly, havmg u radius of 7,554.00 feet and a cen/ru! unyle of 0107 79; thence run wt:sterly, along
the ore of said curve, a distance of 147.90 feet to the intersection with a curve. concave easterly, having a radius of 3,889.00 feet; thence, on o chord bearing of S 08"30'42" Wand a chord distance of 489.22 feet, run southerly along the arc: of said curve, a distance of 489.54 feet, through a centre/ angle of 07"12'44" to the POINT OF BEGINNING.
a Florida limited liability company on behol" of the company. He is personally known to me or who hos produced 	_ as identification.
IN WITNESS WHEREOF, I hove hereunto set my hand on seal on the above date	IIIELISSA R.IIAATWEZ
COfllfflilliontGG119921
a Michigan limited liability company on behalf of the company.
He is personally known to me or who has produced   _ us identificution.

IN WITNESS WHEREOF, I hove hereunto set my hand on seal on the above dote.

Contoining 30.89 acres, more or less.

PARCEL TWO
NOTARY PlJBLIC	_
 ,.71
Meti<Zb:i  12.  Mar:-i.;:2
Print Nome:
ExpntAllgUll:11,2021
a..-d"llnlfll!'F•lnlullfQI00-3'$.-7011

Mt-GS'j<; rz. Mar .j;'I(,z
Print Nome:
A portion of Lot 14, Block 37, TH£ FLOF?IDA DRAINED LAND COMPANY'S SUBDIVISION NO. 1, according to the plot thereof, as recorded in Plut Bc;uk "B", Puyt:s 65 und 66, Public Recc;rJs uf Osceola County, Florido, lying in

	 I	
Commence at the southwest corner of the Southwest 1/4 of said Section 5; thence run S 89'42'48" £, along the south line of the Southwest 1/4 of said Section 5, a distance of 1711.75 feet; thence run N 00"/7'12'' £,
a distance of 622.16 feet for the POINT OF BEGINNING; said point lying on a non-tangent curve, concave easterly, having a radius of 1,258.00 feet; thence, on a chord bearing of N 04'28'51" Wand a chord distance of
16.74 feet, run northe.rly along the arc of said curve, a distance of 16.74 feet, through a central angle of 00·45'45" too point of compound curvature of a curve, havinq a radius of 3,838.00 t"eet and a central angle 0,1 00·37'51':· thence rvn northerly along the arc of said curve, a distance of 42.26 feet to a point on a non-radial fine; thence run N 86"06'06" £, a distance of 59.00 feel iu a point on a non-tarrytml curve, concave easterly, having a radius of 3,779.00 feet; thence, on a chord bearing of S 03"40'18" £, and a chord distance of 27.66 feet, run southerly along the arc of said curve, a distance of 27.66 feet, through o central angle of 00'25'10" to a point on a non-radial line;  thence run N 86'07'07" £, a distance of J0.00 feet to a point on a non-tangent curve, concave easterly, having a radius of 3,769.00 feet; thence, on o chord bearing of
5 03"59'26" E and o chord distance of 14.35 feet, run southerly along the ore of said curve, a distance of 14.35 feet, through a central angle of 00·13'05" to a point of compound curvature of a curve, having a radius of 1,189.00 feet and a cenfral angle of 00·21'01"; ther,ce run southerly oiong the ore of said curve, a distance of 7.27 feet to a point on a non-radio! line; thence run S 85'33'')0" W, o distance of 10.00 feet fo o point
on a nan-tangent curve, concave easterly, having a radius of /,199.00 feet; thence, on a chord bearing of S 04·40'47" E and a chord distance of 9.62 feet, run southerly along the arc of said curve, a distance of 9.62 feet, through a central angle of 00'27'34" to a point on a non-radial line; thence run S 86"06'06" 11; a distance of 59.01 feet to the POINT OF BEGINNING.

Containing 0.08 acres, more or less.

My Commission No.
 G  11qt121	
My Commission No. &(;, l[c'.{q'Z.l

CERTIFICATE OF SURVEYOR
KNOW AL'_ MEN BY THESE PRESENTS, That the undersigned, being a licensed surveyor registered in the State of Florida, does hereby certify that on  July 23, 2020  he completed the survey of the lands shown in the foregoing plot; that said plat is a correct representation of the lands therein described and platted or subdivided; lhul permanent reference monuments have been placed as shown thereon as required by all Osceola County ,'equirements and regulations, the survey was prepared under the responsible direction and supervision of o professional surveyor and that the survey data complies with all requirements of Chapter 177, F.S.; that permanent control points will be set as required by Ch::ipter 177, F.S.; and that said land is located in Section 5, Township 26 South, Range 30 East, Osceola County, Florida.

NOTICE:
Tt-f!S PLAT, AS RFCCRDFO IN ITS GRAPHIC FORM, IS THE OFFICIAi DEPICTION OF Tl-I£ SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTi-lORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM
OF THE PLAT. THERE MAY BE ADDITlONAL RESTRICTIONS THAT AR£
NOT ,R£COR0£0 ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY

CERTIFICATE OF APPROVAL BY CITY SURVEYOR
Pursuant tc Section 177.081, Florida statutes, I have reviewed

SHEET INDEX
Sheet 1: Legal descriptions, Cedication Sheet 2 Overall BoL,ndary, Legerd,
and Surveyor's Notes Sheets 3. 4 and 5: Lot and Tract geometry

REGISTRATION NUMBER:	LS 4236	DATE	 -5·-ZI
REGISTRATION NUMBER OF LEGAL ENTITY: - LB 7_1 9_4  _

CERTIFICATE OF COUNTY CLERK
this plat for corformity to Chapter 177, Florida Statutes, and
Sheet 6: PARCEL TWO - Tract geometry
I HEREBY 2ERTIFY, That I have examined the foregoing plat and

find that said plot comp-ies with the technical requirements of
1------------------------------1find that it complies ir torm with all the requirements of Chapter 117
that Chapter; provided, however, that my review does not include field verification of any coordinates, points or measurements
show on this plat.
CERTIFICATE OF APPROVAL BY CITY OF ST. CLOUD
of the Florido Statutes and was filed for record on
May 4-11,,2021	at o •--"'14'---L: Ll5_1'_1'\, 	_
Vicinity Map
THIS IS TO CERTIFY, That on  'J	 f;,J:i)j./
the City Co..mcil
File No.  202i01,,i?4?6
)'" = 2000·

Print Nome: w.	  W \U' e9istration No.?<;1&7
of the  City of SL Cloud approved the foregoing plat.
 '!f;f«wq	•
e.\\Jil'! '::ct-o G
Clerk of the Circuit Court

Florida Professional Surveyor and Mapper repres.enting St. Coud, County, "lorido.
	;	) H>-'/6'Y<  k	
Print Nome
City l,lerk (Si	ture)
,L,',,,4 f.  ,qt,.;
Print Name
in and for Osceola County, Florida.
B-;:c  ( 

D.C.
Sheet 2 of 6	PLAT	PAGE	(2
BOOK	
TOHOQUA	- PHASE 4A
A  replat  of  a  portion  of	THE FLORIDA	DRAINED	LAND	COMPANY'S	SUBDIVISION	NO.	1,  as	recorded	.	Plat  Book	"B"	Pages  65  and  66;
Ill	'
AND	a	replat of	a	portio.n of	TOLIGA	MANOR	 UNIT B,	as	recorded in Plat Book	1, Page	139; All Ill	the		Public Records	of Osceola County,	Florida
Situated  in  Section  5,  Township	26  South,	Range	30 East
SCALE IN ff!:T	SCALE". 1" = 700'
City  of  St.  Cloud,	Osceola	County,	Florida
/
/11 /
ll	33
TOUGA MANOR - UNIT B
I	"	Plat Book /, Page 13?
I .' Block 63
I	Biock	55
//20
I
120 Q{)'
w	Block
S 67'25'42" E ,	Tract R-5	PARCEL ONE
38 oo·
91·37'37''	"
26
25.00' _>-	40·18'36"
39.98'.	R	668.00'
TC!fOQUA - PHASE: /8	L	469.97'
P,'ot Book 27, Pages 70 through 74, Jo<	'	(.
JO I i ;/--
	I	
"	I
i Block 7!

3C	Biock 45	PARCEL TWO
.35	D
See  Sheet 6 of	6

,Vo! to Sccie

See  Sheet 4 of 61
TOUGA MANOH - UNIT B
01'38'36"	Plat Doak 1. Page /39
u	* The lot corners hove not been set at the time of
1222.CO'
35.05'	Tract B	recording. The corners will be set uoon completion of
Chord Bearing	construction and prior to the expiration of a bond or
N 2323'36" t	(Stormwafer)
Block .,6	surety pursuant to Chapter 177.091(9), Florido Statutes.
Chord = 35. 05'
Lat 6	', ,
Surveyor's iv'otes:

N 65'4/06" W	1. Bearings shown l1er·eon are based 0,.1 on ossumed of bec1rin9 of S 89"42'48" E along the south line of the SW .r,/4
poc .
38 oo' NR -.............. ........... ,.._._, 1'-:pt, .-	of  Sect/':,n  5,  Township 26 South, .Runge 3.') Eos(  Osceola County, F"ion'da.
/)QC _.--i:
83'10'42"	------------------  i	/	2. The following tracts shall be conveyed, by separate conveyance instruments, to the TOHOQUA COMMUN/Tl
Lat 7	;tif -- :-::0·57'34"/	DE'IELOP,\.1Efv' T DIS1;'?1ST (CDD/Distrist), its
u	successors and/o	assigns:
R = 7554. oo'	Lot 5	775	08'45'31-"	"
3445.00'	Tracts "B" and ":;" (Stormwate.'-J
L = 113.33'	I	II	526,62'	"O''
Chord Bearing	773	Tr UC/	(Recreation /  D.rw>wge)
T,1---/[ rLOR!DA DRAINED LAND COMPA/vf'S	N 73'02'1/" W	";'	772	I	Tract	(Recreation /  Access)
SUBD/V.15/0N NO. 1	'  I	777  770	Block 61
Plot Boak "a". Pages 65 and 66	Chord = 113.33'	-,,J	709
,oa/	I	.3. The Dro:nage Easements, Drainage and Ut;Jify Easernents and the Drainage and Access Easement ore dedicated to
107  106! 105 '	'2
Block Ji	10'18'01" ---------	1	the COD/District and the providers of public ut:iities.
1395.00'	,o	703	5 oo• Adoitionai
32/	Right-of-Woy	,
250.79'	707	'-..... '-... '	·--- ·--.,/	51 N  79?9'.39" W	0.RB 5892. Po'ile 1461	4. lhe Drainage Easements a.,-_,d the  Crainoge and A::.'cess Easement shaii remain perpetu:J/ly unobstructea· by
---L-J		'i'-...	JO	29	27o_ 6,	/ec	permanent structures or landscape trees.
Ll-	01·07'79"	"'/•	w·:.<"
,0.	BlocK 72 /	28  ,	:'/11'_
OS/1 '/ 7"	F? = 7554,00' --....._,	l-;,;,t0	/  27  /	poc •	5  The Sidewoik Easements shown ,hereon ore dedicated to the CDD/Distr"ict.
147.90'	---- ---  .,,.,,,,	,	/'	,'	//"
Legend	283.73'  -- ·--.......	, ;&,	;{:	: t! // 26 /·/	6. No str1_1ctures, play eqc/1:oment or any other buildings con be placed over tlw ulilily ec1sement over Tract D.
5099.00'	I See  Sheet 5 of	61
L -  ore length	Chord Bearing -	L	39.87  .·•	,;
L - centra.i angle	N 31"/8'51" E	:Chord Bearing _ 2z_,/ ,i	7. City of St. Cioud shall hove the right bed not the obligation, to occess, rnaintoin, repair, replace or othe.r,vise care
R -  radius or radial	Chord = 283.69'	N 33·43'33" W	'!/	Block 72, /	for or cause to be cored for, storrnwoter tracts and the dOrainoge easements, including without /imitation the dro:"noqe
nor,-radiol	07'12'44"	systems constructed thereon. A bionket ingress/egress easement is graflted in favor ol the City of St. Cioud for said
mon3 or less	3889,00'	Chord	35.78 •,	purpcises.
center.line	48.9.54'	'I	120.oy
point of tangency	Troe/ C	Chord Bearing	'	"
pc  -  point o( curvature	(Stormwoter)	5 08'30'42" W	''	8. Unless otherwise shown, there is o 10.00 foot Drainage and Utility [osement adjacent tc al/ ,.-ight-of Nays, a 5.00
pre -  poirit o.f reverse curvalu.re	Chord = 489.22'	Lot 2	'	foot Droinoge and Utility Eosement oiong the rear of oil lots. a 5.00 foot wide Drainage and Utility Easement oiong
-  point of compound curvature	the side iot lines of iots greater than 50.00 fe t in width and a 4.00 foot wide Draincge and Utility Cosernent along
''
pc	point of intersection	''	the side iot lines of lots averaging iess than 50.:JO leet in width. The Drainage and Utility Easement area shall be
Bleck 31	'
pw  -  poJiil on curve	''	owned and maintained by the Owner of the respective tract upon which each such Easement is iocofed.
''
LS -  lice,ns·ed 5urveyo1	'
LB  -  licensed Business	9. Ail icndscaping elernents, including trees, within the 1-fght of ways ano' comrnon areas in f,i-7/s oevelooment as
CCR  -  Certified Comer Record	required by fhe City of St. Cloud Land Deve.1oprnent Code shall be maintained by the COD/District, its successors
O.R.B. -  Official Records Book	and/or assigns.
O.C. - Drainage tasement	...,cl-	NNBB665'5 6 '1'i1 "1w,-----,, 9;4 .9 3C' N R;--------1.	''
pee	''	Biock 31	10. Landscaping elements located on residentiol iots shall be maintained by the Ovl/ner of the 1-espective residential
D.A.C.	Drainage end Access Easement	'	'
UL - Utility Easement	Point of/	hi[ FL ORiDA DRAINED i..AND COMPAtvfS	lot.
D.U.E.  Drainage and Utilit/ [asement	Beginning •	SUB0.1 VISION NO. I
PARCEL ONE	Pio/ Bock ""B", Pages 65 and 66	11. Owner(s) .l1e.reby ,-eserve fer U1e benefit of th=' COD/District tit/e to any /ands or irnprovernents dedicated to the
-c.>c.L. -  5.'dewolk [asement
Lot 11	Lot 12	Block 31	pubiic or to the City if  hr  any reason S!.Jch ded:"cotion sha/l be either voiuntariiy vacated, voided o,r invalidated to the
NI	non-tangent	extent consistent with Chapter 177.085 (1), Florido Statutes.
Ail curves ore radial un!Qss mhr,led r,/herwi.se (N.R)	Lot 15
Lot 14-	Lot	15
ino'ica/es- permanent control point (PCP)	bl /J	72. Ali street lights ore to be conveyed, upon plotting, to the CDD/District, its successcrs ono'/or assigns.
set na1;' and disc: (PCP LB 7194)
Point of
D  indicate,; permonenf rr;fNAnr:e monumer,/ (PRM)	Commencement	13. Ail platted utiiity easements shoil provide that such easements shall oiso be easements for the construction,
set 4"x4"" cc,ncrete monument (PRM LB 7194)	SW corner of the	installation, maintenance, and operation of cable television services; provided, however, r,o such const.--uction,
SW 1/4 of Section 5-26-30	SE cor e, of /1,c
found 1 J/2,• iron p1/Je (n id)	5£ 1/4 o.f Sec/ion 5-20-30	installation, maintenance, and cperation of cobie television services shali interfere with the fcC:iities and services of
I	CU? 97608	founo 5/8" iron rod (DRMP LB 2648)	an elecftic, teie,ohone, gos, or o/fu:::r public utility. In the event o c;abie television company dornoges the facilities of a
/	with o/1 & Oi$k (r'SM 3905)
CCR 100634	,nuhlir utility, if sholi he solely responsible for the dnmo(JAS'. This section shnfl not app! v to thos2 pr,'vofe easements		

	--*--·- ,------- '.'.£_,  	Dosis of bearings (assumed) .	-- 	 	 	 ....::::.;	--	--·--·	grcnted to or cbtoined by a pcrticu/ac electric, telephone, 90s, or other public utility. Such construction, installat:on,
·--·-··--··--- ---·--•-. --,	,,	,

s 89'42'48"" E	south ;rne of the SW 1/4 of Section 5-26-30	!:J298.2-5'		mcintenonr:2, onrJ operation shall r:nmriy with the Notional £/ectricai Safety Code as adopted by the Flort"dc Pubiic Service Cornrnission.
I	

A replat

of a

portion

of THE FLORIDA
TOHOQUA
DRAINED  LAND  COMPANY'S
- PHASE 4A
SUBDIVISION	NO. 1,	as	recorded

1n	Plat

Book

"B"'  Pages  65  and 66;
Sheet 3 of 6	2b
AND  a
replat
of a
portion
of TOLIGA MANOR
UNIT
B, as
recorded  1n
Plat  Book
1, Page
139·

CUR'1/f IABL[	C/1RVE TABLE
All In
the
Public
Records
of Osceola	County,  Florida
'	 CURvi:	DE!_ TA	RADIUS - E.--.-,-G-Tf-1  c;o.r:::C--DEAR!NG	CHORD
c ,- 2._1._·4 9._'=2 •-·-+ '.._"o._o. o._o._· s._·, -• ·3 1 ·c--t 1,._·_.a.9·43'23" £	56 7.B1·

c_u_R_VE_'-_o.,.-_L_T_l,_7 RADlUS [ LENGTH CHORD BEAR1NG	CHORD C32	9079'20"	20 oc	Ji-6JH_   62"'9 43. W	 28.36'
Section
5,  Township
26  South,  Range	30 East
'-_,c_,2 ._o._,._0·._5_.o_,·2._4._·_· _.3380._.._o._a_' _ _.4._6_.2. ::io' ' s 15·42'51" w	462. 14•
C33	91'48'43"	2000'	3205'	Iv 59"07'11"  E	28.73'

25·
Situated 1n
City

of	St.

Cloud,  Osceola

County,

Florida
:: ;: :: ; !;:  :;	;::1  '. I-;-t:.Jt}v._ -_,:: ·! +--; ._!._-=  --
C5	13"54'24"	7138.00'  276.21'	f.i !3'40'52" £	275.54'
C6	26'-U:J'Lt:J"	8000'	36.43'  !  N 06"/9'05" W	36.12'
_c_"'J._4_+- ' '-;2'07"	1235 00'	251 24'  N 07"36'!/o" £	250.83' C35	1/"2433'	 "305li02''.193/	NO/'J628"£ 1259.43'
_f_}fi°	8_B16'/2"  2Qo!}_'_  3C8/'	S 3050'2]" £	i?.85'
C37	00"47'/0"  !435 OC	19 69	N 03"D--4'39" £-. 1-ID=6D=' l
SCALE IN FEET	SCALE: /"  50'
C-._C._.7
_._l.9"70'29" 1 500.00'	167.33'	S 80'13'26" W	166.55'
C=38-+ "012-1-'7-6·'·
143·5-.-00-
33.92'	N 04"08'52" E	33.92'
-;--- ,I
-C3-9+- 01"24'00"  1435.00'	.3506'	N 05"31'30" E	3506'
If-- -:--+-: ::;	. ·	!
--- -:-::"::-•-ii
C40 0124'00"  !435.00' ' 35.06'
N 06'55'.YJ" £_
1
35.06'
f- C l._0_, o._7 " 13._'._2 7_'·7 3715. 00'	4·6-8.1_/-;
1
s·· i 7"01_'20''._ W	468.10'
-- --=01·?---io-o-" --,-/43_5...00·  --3- 5.05'-
N 0819'30" E
35.06'
\ \	f-"C=i! --+--13"5-4-'2-4"-
1165.00'  282.77'
-·N .1-3-'1-0·'5·2" t -+2=82=.0-7-' +
iiC-42=
01"24'00" , 1435.0Q'	.3505'
N 09'43'50" E
35.06'
I	•
I	I	I
\	51
C-'C._7_.2--1_18"25'00"	J(J/.00'	34.39'	N 0228'5/» W	34.25. 7
C4J01"24'00"
1435 00'	35. oc'
N 1/"07'30" [
3 00_6_' 
\ \	r:I.J _._B,2._·;._9._' 32._'. _.,- 2""5.OC	'28'25"-W	3-_2-_- -1_-•-_
._C 4 4--1_ 0, -- 2 4_.•o B "'-1-.:.:1435 0 0_· 60.7 6'
N 13"01'34" E
6016'
I	I	I
0	2	2	--
I 		I	I	'
C/4	/9'/0'29"	473.0	m3'26"  W	157.55'
-C45-+05·35'44" 143500'  14() 14-.--N  /7"(]/'2 --
140.09'
LI	_
1-- -------------------
'	TOUGA MANOR
UNiT B
C15	92"52'2.3"	25JYj	3'45'08" N	36.23'
,_c._4._6 ._•_=00·43'42" ; 143_:L oo_'._ 29,_o-_,,_	N 20·13'42" £	20.33'
I	I	I
''\	//  /

,'-'/of Book I f'oqe 139
c1s	nn·44'01"  1soo.o	3·44'44 •·._,._·-+ 9._6._.0 3 •
_C_4_7 i 00'4{J'56" 3445. 0.0+ 49 . 0._3 ·_j_ S 2._0._" 130"c3._6 ·•_a_•--1 40.9.Q.3'
I	I	I
I	I	84	I
I	I
''	," /	50

C/7 	BT33'17"	25.00	33.20	IV --o7'06'37-" -E - 34-.59-'

C48 
0
0_?..:_1J'45" J44SD_C;-'  140 04	S 18'.39'/f._'_ W	140.03'
I	103	I	I
'\/  /
C18	07'!8'05" : 3769.00'  4!::JU.30' +05,_·._:06._·5._9,_··"oc;_··c"-w---'479_97'
- C49
--0-0-·35'43" 3445.00'	36 79'	S 17"11'02" W-t-3-6 -79'--
I	i lI	I
\	"	C/9 	I.T.15'39"	11/1.00'  26360'	N 13·5()'/4" E-
2=62.9=8'
C50	00·31'43"  3445.oo·  31.87'	S 15·35·47" W-	3-1c.87'-,

C.!
C20116"24'/3"	25.00'	50.79'	N 5r09'12" v\l	4250.
CS!
00·31'43" : 344500· I  s1 s1'	s 10•04'S9" w	3131'
See Sheet 5 of 6) 

,	I	I
,	I	I
C:::'.	I	85	I
C21	00·52'31"  ..5445.JC'	52.62'	S 1y15'43" J1i	52.62'
c22	no·sn'.Js" 3445.00·	 so11·	s 13·10·2.2" w	 so.11· C-CC 2 3--J_,02"07'39" /435.00'	53.28'	 N 01·37':4" £	53.28'
C52 '  00'3/'48"  3445.00'	3/.87'	S /S-33'/.r" W  ; 3187'
_c=.5. 3 +--·-:;o a--31'4 s-•··-._1 ,, 5'_ 0 0-.+- 3 ,_ 8 7_.--1 s'_ ,_"5_·0_1_'23" w_,_ J 1._a 7_·_j
_c._·s0, -1-._0 0·3_1_•4_a_'_' 34_!_5_0Q'	31_37'	_:j 14'29'35" w	3/_Bt  
o,	I	1
1
	 I
C24	02"06'00"  7435.0L!'	52.59'	N 00'29'35" W	52.59'
C55	00·33'01"  3445.00'	38Ci9'	s 13'54'40" W	3809'

Tract C
I	I	I
I	-----	1	al
1----------------	I	I
I	I	I
:	I	1	86	1
SeeSheet 4 of 6
C26	00·05'50"  7500.00'	12.73'	5 73·25'35" £	12.73'
C27	08'.30'59"  3889.00'  578.04' t-C5 ,5 ·2._·2._· 3 4 ·· N _,_577.52'
'-'c02._a +--"-o,_·,_9_•2_0_" _ 991 nn·	74. 77'	N 1a2a'22" £	74.75' 7
C29	04·0 /m"  3595.D0'  256.30'	S 1yo1'50" W-t-,000--6-.-2-,--
_  - 57	00"31'48"  3575.00'	33.07'	S 14'29'3.'5" W	3307'
C5B	00"3/'48" 3575.00'	33.07'--l S /5'0/'23" W- '-3'-3 0 7-._jl
cs.,9,_'-._.0.0·~_"1_•4_3" :f..5_75_.o_o· _3_3_0_7_'	 s 15'33'/i" w   3307' C6'J	00·31'43"  3575.00'	3307'	s 16'04'59" .V	33.07'
I	I	I I	I I
Tract B
>-c-J-0-+-·39 ·4-0-·s-f?	20. o o_· o_.1._3. 1_·--+_..N_,2 r4o ·oa" "-+-2 a ·=2,•
C6/	00·::1'43"  3575.00'
--	----	----
-----
33 07'  ' s 16'36'47" W	33.07'
:I	101
I	I	25.oo·	I
l  J,_ 	:!_·0 •54" , 3575.00'  ;,53_54·	s 1S'os•o5" w	253.58'
=C6-2 + C00·,-17-'-22-"-
35--7--5·-.0··0··'	1-8-.0-6-'	S /7"01'22" W	18.06'
I
I	L-
  DEl_	_  j
I
CI6OQ_JJ_6'22" 3595.00'	171/'	5 11·02'1.I:.  J,1,i	17.11'
I	I	11.:.:2·	9.58'	I
7 . .".iO'
C27
_!;_f:4	_ Q0"30 '3 "  3595.0000·+ 3._20. 0000·-+-=s_.,,6._".3. .8'42" W	32. oo'
-1.'-,---/r-- "---f--

C126

_r;121_

Match Line

- - - - ,. '

C65-1-_co a ·3.,,0 ·3ec6_·•_,._3.,s 95-_.,,0.,,0_·,_.,12.. _ oo  '--1_._,s_.16 'Q_?_'!}? " _w_t--1_2_00_·_

LI =  01"12'44"
R = 3889.00'
L = 489.54'

21.00'

88	89	90
.!.l:_5()'
oE"'l
C/37{
•

I
;	C69	00·30'35"  3595.00'	3200'	S 14'05'4_2_'_ W	3200'
-------'--	----	-C-== -l
C70 00·45·03"  3595.00'	4719'	S 13'27'5/" W	4719'
---·	--- ---	-t	7
C71	00·25'43"  3715.0c'	2788'	S 13'37'30"' W	2788'
-t-= =	, ·---
Chord Bearing =
LI=
01'07'19"
. 87
91	92
93	94
1' - '	I
C72	00°30'36"  371500'	33.07'	S /4'']5'42" W
-3-3--.-C--7-'---
S 08"30'42" W
R = 7554.00'
)-10.00·
95	96 - 8  97
CJJ 
00·30'35"  371500'	33.07' 	5 /4'36'18'" W	 33.C7' 
Chord = 489.22'
L =  t7.90'
tel
, D.UE
2" :Q	98
Lc-7 4 ._Q.,,Q "JcQ •3C5C•_• ,J..7/5 0c0=• = 3 J .c0 2'. ' -+--S / 5°06'54" W- 3 3 .0'-7-,--1
0
0Cc705_1--.,,o.,,o._·300._·03.,,5_•·-1-a3..715. 00'	33 07'_   S 15_"3_7_'30" w	]3 07'
0
Lot J
, ..I .' 10.00'
-- .:' ·-:.
"
J	'	'
_6_/c6_1--c0._C._1·JcOc"._Jc6_••-+c·J7/ 5. 00'	33. D!'._
C77	00"30'36"  3715.00'	33.07'
f----------
S 16"08'06"-W-+33.07'
516'38'42" W -f-3'3=.07-'11
C109
C1/0
C//1 -
C112 1	C/13	C/14  _J	_J
00"35'23" 3775.D"0'- =38-.:2c3' --+S-";7='!/.'.1. 2- " W	38.23'
---- -=c:_.. _1.	-"!.'2-,_ _1 cc 1/215?---L c_cu6	,	• a.£
C/8	--- --"'C I17	L CCl_'1' 8_' _j_'-----0ci..1_j	I

Q·Cl21
C79 CBc,O..
OUW'JO"  3775.00'	20.00'	S 77·33'3-9--"-- W -+-2-0".0=0 _j I
._o..'._"5_1_'0_4_, ' 371_5_0_0 .12--0- 03'	5 18'4J'26" W	12003'
B/o k 31
I	..'
Summer
C4
Seren,ty

12
)
D r i v e	8
''
t--c._a._,--1'- --OQ_'5_ZP" ' 371!} ._00'	57 69'	5 20'05 '4c" W	57. 68'
C82	00·05·43"  317:J.00'	6.17'	5 20·35'/2" W	617'
C83  05'.36'3;"  116500 _ 114.04'	N /7"49'48" E	!1400'
i •
I	3;

Cl/ c9	,

C72

- - • 1

C7J

C74

C75
i_;_o_Oo·T: i
li.£.  ,

C76

C77	C78
- - . ,--------

C79
Tract R-5
(public right -of-way)
-  -----_.!:!:

CBI

C87	0;·34'43"  1/6500'	32.!3_'
0

!_-+ _!_:- _; _:
N 0_9"50'4_6_._._E_+-c3.2. 13'
, D.UE  ,  .
.

Block 45
C88
--	.
0!.34'48"  //65.00'	J2.i3'  : N 08'16'58" E	32.13'

V,	(1)
],_woo·
t'',D.l!F
;•,
;,' :.
' :
----/ Ll = 19"10'29"
C90	o_9·0,tso,. .!_0700'	16.96'	 N 02•11'15" E	16.91' C91	 09?0'J;"	f07.00' !  17.44'	N  OTOl'/6" W	 17.42'
;,\
'5
N
(1)
30	31	32
-'" •8	15
35
'	/" R
= 527.00'	"
C92  12·02'34"	473.00'
! 994?'	S
----
7fi'.J9')9" W	99.24'
<o	r -- 36	37
.	Uc
----------/ L -  176.37'·-
c-9"3 -"0"3"·0._"3 •0"5-.-.-1-1285 00'187 1 I	N 03"57'!4" E	87. i 1'
\i
Block 12

<C
DUE
/typ,co!} ;'
".•

,,
j_ OU.£. 1 : (typkoi)
39 B ti 40
8; "o',
"'
 
cg5	01·34·4s" 12s5 oo'	3c:; 44'- _U oa_ 5,s_··._, _,_ 3 5.±_L_ 0C._9._6_e-._007._"3._4._'408co_"_".'cJ285.	35.44'	N 09"50'46" E	35.43'
C97	01"34'48"  1285.00'	35.44'	N 11"25'34" i::.	35.43'
- C98	0'T59'5/"  /285.0C' ' 22.37'	N 12"42'54" E -+2-2.=J7' -
e--_C99   0 2._"2 _6 '4 9._•_• +-"'4 73.00'	20.20'	S 83'5_±_JO"'..._W -1--2=0cc.2=0•
(1)
c10c
0 0  0 0

TOL!GA MANOR ·- UN/1 B
Plot Book I, Page 139

.--

--. I\,)

"0',

Tract D
Recreation and
Dminage	a:	12
u	.. ---------N .15'01'32" £-----
pt,-:
Block 40
or2s'15"  1305.oc	33.49·---r --12·3y3r  c	3J.6c.J'
"_" ;:i_--21 : : c; -:-: - ·•  .  ·  j:  : I ;;  ·5;;3:a.-•.' --l-C C--;]J=
c103	ci-24·00" 11Jo5_,o,c0·-'- 3:-cl.89'	N_OBT9'3_o_··_E -, 31_39'
_c_-_W 4_co•._1 ·2_4._• 0 0_·0-+1305. 00'	31.89'	N 06-YC,'30" F  i 37.89'
_c • o s _,01 ·2_4_•09"  1_J_o,_-_go'	3_1._8_9_' -- ' N D5'31'30" F"	31_39·

Lot 2
- - -120.00' - - -- -
C/06-+- o r,2 1 ·1,,6_··-+c73 0c5-_c0c0_' _,_03=0.85'  i !! p4•03•52" £ 	30.85'
LI=	91'22'72"
11	Xi
C/07 _, a..._,•01,.50•00J0° 0· 13 os.,o"o ·-+- 3Ej_:_0B' _ _!! 02'1_0'43" E	.J6.mf r-··c103	04·41'06"	473.00'	38.68'	S 87'28'08" W	38.67'
L = 39.87'
23 l.c'J 2000·
;,;1	"_ _-"'2,"0"-o. _.,o"c,_c .:.:_.:. l•.:.:.:.:_:.:.:.:-1
R= 25.00'
J769 -25.08.--- 	
C/10	00"36 8''  3769.00'	39.80'	S 14·01'0? v'I  I  .3980'
Chord Bearing =
.	~H:•	10	D.U.t.
''-'
"' -  --/	L -
39.86'
'- c 11",-- 00·05·1s·  3769 oo·  3930_•
s ;4·31•1s"' N  13930•
N 33'48'33"  W	.	"
() ,	(/yp.icai)  : c:::,	8
" /	Cl1L. "-l-_c0 00"3c6,'c1Bc··--1, 3c7 69 00'	39.80'
__5_ 15_.!l_'_l_ " N
3?-?_Q'
21 no'
-
27.00'
':ouE.
, -iJ(..i£;
: (typic·o!) :
--.  ---_--_;Nc-;1-;cscc·oc-,cc.3"2"""""c'-.-1-C14"0C.0C0 .-'._...L"='.'-jo,
c1_14	00·35'13" 'J7e9 oo_·_  39.BC'	s 15·25'12" w + 39._ao: _
.,_"- pC
'
C22
C55
C54
C53
C52
/0.W'
!?:!..!.·_£:
CS/ 1

Uc •
;I>.,'
D.UE. :
(t)picol) o,
9	'-Cl
C24
C/15 !  00"36'18"  J76900'	39.80'	S 17'02'30" W	.39.80'
=CJ=/6----=-0-=0-.36_'/8,"-_3~75' 9·--O=--D--='---- -- .39.8•0' 1-->-- ·33--;43" W	39.80'
- -  [  	 ----------
5.00' RiyM-of-Woy pe"
OR.B. 5892, Page /46i
C50
-- - -·- -. -- --· f--  --

I
LI = 08"45'31"
C49

C48

C41

;:,re C46
"<o' : 10.00·
'I{-C.

C45
2;j '!.
'ls

c.
C4J

C41
---··r·---·-
.•-

C40

C39

',-:-\
(Y, :::
0\
·0-1.z
I
0	c •o1,1_j 'cc o.C·3c6,'c'B,·_·03762.:_Q_Q_'_  3J.:...8_0_'	s 13·15'06" w	3 _80'
o_	S!!B	_0_0_·35'13._•_·_c3c7 6 9c.OcO," J 9c·cBO,_'	s 15·51'24" W- 3._9._, -o"·--,
C/19	00•47'7rJ"  3769.00'	51.70'	S 19"33'0-8" W ·,-5=1.70'-1
C=/20 -00'41'21" 3769.00'	45.33'	s 2 0·,17'23" W	45.33'

L_ 5.00' .Rignt--of-Nay per
I	1- c:21-+_,o,o,·2,00·0._9 '"-+01.1.11_ ,o=o_'-J-_6.51 '-- --N 20·27'59" E	6.. 51,
R = 3445.00'

O.R.0. 5892, Page 146!
I
- \ pi	--  ----
C/22	D2'16'42"	l?JrO_o_• 
44._18_'	N 19"C9'33" [ 	44,_17_'

I oi
L = 526.62'
Chord Bearing =
LI = 22"10'38"
R = 1435.00'

----------
C-/-231--=06"02'/8"  1/l-i-.-O--O---' : //7.09'	N 15"00'03" [ 	1--1-7-0-3-'--
0	C/24	C4"56'=30-" +-1'-11'-1=.00"''c..95=.8=2'	N 09'30'40" E	95. 79'
-·-	S 1675'78" W	C2
0	C/25 ...
00'48'02" , 3889.00'	54.34' -f-"S" !Y/8-'50." W +54=.34'
Chord Bearing =	C,

C/27
0
00"36'/8"  3889.0G'	41.06'	S 74'37'18" W	.41.06'
S 09"32'44" W
Ci28	00-'36'13"  3889.00' !
11.06'
--
S 75·13'36"
W	41.06'
C r 0  s s
(Tohuq,,a
p

o r k w
Chord = 551.98'
C/29	00'-36'18" ---J3ti9.. 00' -	41.06'	5
. ---
75"49'54"
W -- 41=.06' -,
r a l
r I e
C!J=O +---o=o._·-=1._6._'I._R_"'-+ 3 §9.40 0 ·+ 4/,06 ,
5 16"26'/2" W	41.06'
p  a  r  k  w a y
C073._7 =000._·00c0•01a " ·=3,889.00'  47 06_ _: 5 ..>.0·1._o._2._•30c._··0·. w l-4J.C6'

- -- --._ .--
.
'
,e-c._·0u02._·-+--00·3!t1B" ·3339_00·	41.1}_5'_  s 17"38'48" w	41.06'
CU3	(i(r.36'18"  ,)RR.9. m,·+_441-_o,c,•C. -+_Se,_l=B,·15'06" W -+-4_1._0._6_·--,
cu4_1--cococ·3c5c"._1B --+"3c8c8?._0_0_'_1-- L06'   :_ I8'{_!  ·24- ··-"- _41.06'
£ 6	00'47'10" 388f?,_O_O _ 53._3_5_'	S 19·33'08" W	5L35_'
Block 72
- • ·-. - ---
_£J_36 ,  00_"4!_'2 '--- ·='8 8 9,._coo ·+- 46,- 79'	S 20'17 ?_3" W	46.78'
S_!_!7	0020·009_••-._9._9._;0.=o._o_' -+ 50·._,s ,• _  ..11--"202 7'59" ,c _, c54.8010'_0

Block 61
;3
TOUGA MAll/-]R - UNIT B
Plat Beak 1, Page 139

·- - - ,'
._C 1 .5 B e--cD2 _•6_'4_2_"	991.00oc·--1 3 9._.40/'	N 19·og_'}J"_ '-t-_J_9_.4_0_. • _  ,
_C 7_3_9-+ 01"4_2_'3?"  ?_9_1QO'	29.56'	N 17"09'57" E	29.55'  I
 C/39	00·47'44"  3889.00'  54.02'	5 12"30'57" W	 54.01' _ 

UN[ TABLE

TOHOQUA
- PHASE 4A

Sheet 4 of 6
PLAT
PAGE	I

A  replat  of	a	portion

of	THE  FLORIDA	DRAINED	LAND	COMPANY'S

SUBDIVISION	NO.

1, as	recorded	.

Plat  Book

"B",

Pages

65	and

66·
 BOOK	
AND
a	replat  of	a	portion	of
TOLIGA	MANOR
UNIT
B, as	recorded	in
Plat
Book	1,	Page
'
139;
All  .	the
Public
Records	of  Osceola	County,	Florida
Situated	.
Section
5, Township
26 South, Range 30 East

2()

_	, (total)
477.63
., -­

.}5

S 67"25'42" E
38.00'
Block 6J	33
City
of	St.
Cloud,	Osceola
County,
Florida

\
\
\	\	44
\
\
\
\
\
I'
I
I
I
I
!---- -
\	I
I	I
I	I
I	I
I	rI --­
I
I	I
I	I
I	I
I	L
I	I
I	I

!-F_-cu.R·,1,£;

25'	50'

<:;(:Al F IN FEET	.'>r.ALE· r" = 50'

CURVL..1.A.BJ....£		_
DEL RAD1us	LCNGTH L-2=-oRD BEARING	CHORD
46	\	I	I
\	\	I	I
_  Cl _	01"14'01"  7527.0o·  95028'  :  ·75;52'38'· E	949.65'
\	\	I	•
C--2 I 0066°04: s s"T7s2100·  799_ 1 1_· J_ s 76·21·10'· [	198.73'
\	I	­
\	I	/
CJ	01·09
.,
0 .3.
7527.00'	! 5!.1=8
--S 72'5C'Qg" E	751. I 7'
TOL!GA MANO.>? - UN!l B
Pia/ Boak !, Pn!]A U9
\ \	\	_,,,,/	I
I	_.,,,,
01·33'36
C5  '  40"32' 11,.
/234_5()'	35 41'
49171
N23'23'36" £  ;  35.41'
S 89'U!J'43 ·- 481.52
/	I	-	-  ,.
,,,,1.--- .-	I	!
  C6	0823046,   69500'   101 f!S'
S 73'01'37" E	10175'
I I I
I	I
I
\	I	I
r-----
1
I
C7 I 32·03'25' 
--	.,
04·19'23
-
03·30
C- IC  04"54 
-
695 00'
991.00
389 .86'	N 86'42'24" E
_14_ 1 1 ·-+ N 1a··2iP22" E.-
384.77'
74.75'
577.S2'
646.65'

5 70"38'!1" W
16.17'
I
I
100	I
I
I
/----
/  J;-.Oc/
J-- 
·-- -
-1;-_,1
r---
Cli	05'4/
I-···--· ·----
C/I295'/5'
88;36'

745.28;- i
36.94'
34.92'
I	I
I	I	40"32'	 500.22'
CB	I	I	.
C15
 04·34'
588.59'

"

C/6

gg
()

-
98	I /
!
I
'
---.1
I
I
I'
i
I
I'	!I
I	I
I
I	I!
I	15	II
I	I
!	I
I	I
! '	I'
!	I
I	!
----
  C/6	31'06'1
Cl 7 	05·57 
C/8

C2.i C22

.

451.49'
403.77'
907.53'
57.92'
- --5i?ii/"
5/.05'
51.05'
40.58'
40.58'
40.58'
I	r-_	I
I	I
00- "18'!6"  7500.
40.58'
4058'
! '	I
I
--,
----
'	--
7	I
97	'
00"18'!6"
-
0078'36"
00·13'35"
--
7500
/!::,()0
7500
40.58'
405T
4058'
Tract D
, 00"/8'36"  7500
r-C---3- 2 00"27'59"  /!::JOO

Trad B
Storm water

96

I See	Sheet  3 of  6	'
I	I'	I
95	I	I	I	I
I	I	I	II
--C33
00'09'/3"  7500
--  ,.
Lat 6
I'
I

94	I
I
I'
-,,I
I	16	I
I	I
!	I'
I'	I
I	I
I'	I I
I	--, I
I
I
I
I
I
I
I'
I
I
I
I'
I
I
I
I
I'
I
I I I

i
I
C9	I
I
i
-
92	I
I I I
I I
--
91	I
I
I'
I'
C'
I
I
I'
I
,.I
I
I'

I
I
l'roc:,t	I'
---	,47_'<

37
!	
36	7I
I
I
I	i
I	I
J	I
--_1	i
90	I	I
I
35	I
I
I
,I,_
I
I
I
I
--J
!	I'
I	I
34	-  .;	I
I	I

5023'
I
I	i	I
i;,
,1----
---  t---
89	I
I'
I
I
J
BB	I
,I--	33
1
I
I
I
32
I  "'> I
I  >  I
a	I
I
I	r- I
I	I
I	I
J	I
C66   002 

!
50.23'
50.23'
I	,L
I	I
I	I
I	I
J
L,	31
I
I	I
I	I
I  s  I
I  "  1---
l  _f. I
I  <  I
-----1  (J  /
I	I
I
Th£ rLOF?IDA DRA!Nl:.D LA/\'U COMFANY'S
5VBDIV/SION NO. !
Pio/ Book "B", Pages 65 and 66	I
I	I
I	I
I	I
I
I	30
I
-,I
i
I
r-- -
I
I I I

LI = 10"18'01"
I	I	I	I
I	I	I	I I
R = 1395.00'
L = 250.79'
Chord Bearing -
N 27"45'29" E
Chord = 250.45'

105
!
I
I
I
I
i I I
I	104
I
I	I	I
I	I	I
I	I	I
I	I	I
i	I	I
I	I	I
103	I
I
----J 	,_I
I	I	I
I	I	I
I
I
I
I
I
I	102
I	I
I	I
I	I
I 01
------
I
I
--, I
I	I
I	(total)
I'  LI = 0772'44" I	R =  3889.00' I
Lot 3
Block 31
Block 72
Tract C
---1...
L = 489.54'
Chord Bearing =
S 08"30'42" W
Chord = 489.22'
- ,.
THE no.RiDA ORA.WED LAND COMPANY'S	­
SUBDIVISION NO
Plat Book "B", Pages 65 and 66
TOUGA MANOR - U!v'/T B
Fial Book !, Page 13.'i
TOHOQUA
- PHASE 4A
Sheet 5 of 6
PLAT BOOK
PAGE
A replat
of	a  portion
of	THE
FLORIDA	DRAINED
LAND
COMPANY'S
SUBDIVISION
NO.  1,
as	recorded
l'n
Plat  Book
"B"'
Pages
65	and
66;
AND a
replat  of a
portion  of
TOLIGA
MANOR
UNIT B,
as	recorded  in
Plat
Book	1,
Page
139·
All  .
the
Public
Records	of
Osceola  County,	Florida	'
Situated	•
Section
5,  Township
26  South,	Range	30  East

I
/
/
/

I
/	73
City
I
I•
I	I
/	I
I	I
/	I
of St.

•
I
I
I
Cloud,	Osceola

I' I

I
County,
Florida

Tract B

50

SCALE IN FEE":	

•	•
/	74	I
/	I
/	I	75
!	I
I	I
/	I
/	I
I
I	•
I	I
I
76	I	I	I
I	77	I	I
I
"•.J
91	I
I I I
I	I
36	I	I
;	, I
I	I
I	;

23	•
I
I	I	I	I
I	I	I
I	I	I	I	I

/·---
-	,II
I	I
I
35	7	I
I
I	I	79	I
I	I
I	•	/
I	I
90	I
i i'ts f--	24
!HE FLORIDA IJHA/Ni:_!J LAND COMPAiVY'S
LI = 00'51'34"
R = 7554.00'
B;
u  !y / .,g
I
I	I
I	I	I
I	I
I	I
I	I
I
I
I
I
I•
I
I
I
I
I
I	82
I
•
I
I
I I I
I
I	83
I
•
I	I
I	I
I	I
I	I
I	I
I	I
I	84	I	I
I
I I I
B9	II
34	-
I	i
I	I
•J	I
I	I
I	/-.	25
I
SUBOIV/SION NO /
L = 113.33'
I	I /
I	I	/
I	I	85	I
I
{"-.
33   See  Sheet 3 of 6 I	I
Plat Book "8", Pages 65 and 66
Chord Bearing =
S 73'02'11" £
I See Sheet 4 of 6
!	I	/	I
I	I	I	86	II
I	I	I
26	"7
;
I
.
.,.,
Chord = 113.33'
--------- I	I
·-c	/
8B	I	32
I	I
I	.
. ·>
Block 31
I	I
-..._ ·----...	C2
I
I I I
87	7
{"·
I
I
I
31
I	•
27	I
I
I
I

LI=  10·18'01"
R = 1395.00'
L = 250.79' ·---..

I ol 5
I	i-
I	i
I	I
I	I
I
I	30	I I
'
I
28	I
I
I
I
7	.

Loi 6
Chord Bearing =
N 27"45'29" £
Chord = 250.45'
I	•
I
I I
C5	I
I
I
/ I '  .

LI= 371'17"
R = 5099.00'
L = 283.73'
Chord Bearing =
N 31"18'51" £
Chord = 283.69'

01V7'19"
7554.00'
147.90'

(total)
.	LI= 0772'44"
·- _R = 3889.00' L = 489.54'
Chord Bearing S 08'30'42" W
Chord = 489.22'

Block 31

N 79;,9•,•
v9

Block .72

TOUGA MANOR - UN,'7 B
Pict Sook /, Page 139
..•
.•

.•
•
'

-- --

--------· P'
I

I

72

Tract  C
Storm waler

CURVE TABLE

CURVE
-·-··
  Cl 

DELTA
RADIUS 7527.00'
LENGTH I CHORD HEARING	CHORD 9so.2B;	75·52'33" £  949.65' 

C3	co, 3
07'14'01»
C2	06"04'58"
C3	01 '09'03"
C4	06'53'15"
7527. 00'
7527.00'
7554.00'
s 76'27'10" E	798.73'
s l2'5U'og" f.	151.17'
908.09'	s 76'03'0/" E	907.53'

ot 2
  cs  0027'33"
7554.00'
60.54'	s 78'08'34" E	60.53'	Q	0

-----
--- --- --- - . ---

------
Q  '•
,c'
Cl	'
CB
0072'42"
00'/8'09"
7554.00'
7554.00'
49.87'	s 77'20'44" E	49.88'
39.90'	s 77'00'!9" E	39.90'
Q  '"
' ------ - ---- -
Q  ll.,  '
C9
CID
Cl/
l.. 00'/8'09"
00'!8'09"
00'18'09"
1554.00'
7554.00'
7554.00'
39.90'	s 76"42'/0" E
39.90'	s 76'24'00" E
39.90'	s 76'05'51" E
39. go'
39,90'
39.90'
..	Q
f
C/2
i
00"/8'09"
--------------- -
7554.00'
39.90'
--------··-
75"47'41" E
39.90'
----- - ··--------
1 C/5
'---------·-··
i C/4
C/5
'  C/6
C/7
C/8
00"/8'09"
00'18'09"
00'/8'09"
OO"IR'0.9"
0078'09"
00"18'09"
: 7554.00'
7554.00'
7554.00'
' 7554.00'
7554.00'
7554.00'
39.90'
39.90'
39.90'
39.90'
39.90'
39.90'
s 75"29'32" F
' s 75"11'23" E
s 74'53'13" E
s 74'35'04" £ s 74'16'5Y E s 7S58'45" E
39.90'
39.90'
39.90'
3990'
39.90'
39.90'

Lal 2
C/9
00·21'43"
7554.00' -r· 47.70'	s
------
47. 71'

C20

05·02•50"  7674,00'  676.02'
73'.38'49" £
5 75'5/ '17" E

675.80'
C21
00'27'55"  7674.00'   62.32'
s 78"08'45" £
62.32'
-	C22 00'22'42" : 7674.00'
50.67'
s 77"43'26" £
50.67'

Block .)I
'O--------------;v:N $85,'56'':11"" "W W	4
ig.j'.9.j,"NF,;---------------J ,,,,,,.,/ BPeoginint noinfg 494.93' NR
C23- C24 C25 C26
00".22'42"
oow·o9"
-- -----------
00'/8'09"
00'18'09"
7674.00'
7674.00'
7674,00'
7674.00'
50.67'
40.53'
40.53'
40.53'
5 7770'44" E s 77'00'/9" E s 76'42'/0" E s 76'24'00" £
50.67'
40,53'
4053'
40.53'
:.ol 15

I
Lot 14
C28 C29
00"/8'09"
00"18'09"
7674.00' '
7674.00' '
40.53'
40.53'
s 75'47'41" E
s 75'29'32" E
- 40.53'
40.53'
Lat 15
LOI II
CJD I
0078'09"
. --	- -'-
7674.00'  i
40.53'
--------
 75'11'23" E 
40.53'	'

Lot '2

TH[ FLOR/DA DRAINED LAND COMPAN/'S
SUBDIVISION NO. I
Plat Book "B", Pages 65 o d 66
CJ/ C32 C33 CJ4 CJ5 C36
00·13'09"
' 0078'09"
0078'09"
00'/8'09"
00·29'43"
01'46'05"
7674.00'
7674.00' ' '
7674.00'
7674.00'
7674.00'
3889.00'
40.53'
40.53'
40.53'
40.53'
66.54'
120.01'
s 74·53'13" E s 74·35'04" E s 74°16'55"' E
s 73'58'45" E
s 73'34'46" E
s 1174'02" w
40.53'
40.53'
40.53'
40.53'
; 66.54'
'' 120.00'
05'26'39"
--------·-··· - -	•
CJ7
---· ---
I CJB
04'59'06n
3889.00'
1395.0C'
369.54'	07"37'40"
---------------
121.37'	N 25'06'07" £
369.40'
------------
121.JJ'

QCDf::\_G_AN_V_NG_-B_E_LTON ASSOCIATES, INC.
\.J  c;,-Gfr,cscs!o,·,,c..,,' ,,._,,--,c,.1/0,··,s ,cc,·,d ,·-·,c; ,.c,"'··s
' C39 C40
C4/
05'/8'55"
oo·oJ'Osn
00·01'28"
1395.00'
7554.00'
7674.00'
-
129.42'
15.66'
16.65'
N 30'15'02" [
s 78'18'46" E
s 1a·13'59" E
129,37'
15.66'
16.65'

Key	Map
Nol to Scale

Sheet 5
0
Sheet 6 of 6	PLAT
 BOO	PAGE	I 	 q		
	TOHOQUA	- PHASE  4A	K	
A  replat  of	a	portion	of	THE FLORIDA DRAINED LAND	COMPANY'S	SUBDIVISION	NO. 1,	as	recorded	in  Plat  Book	"B"'  Pages  65  and	66;
AND	a	replat  of	a	portion	of	TOLIGA	MANOR	UNIT B, as	recorded	in  Plat  Book	1, Page	139;
All .	the	Public  Records	of  Osceola	County,	Florida
ln  .
Situated  ln	Section	5,  Township	26  South,  Range	30 East
I See  Sheet 5 of 6 '	I PARCEL  ONEI	City of	St.	Cloud,	Osceola	County,	Florida
Tract  C
Storm water

-	Point of	60'	30'
---ANia866"5"566-:-;'1r1,;;-,"iiw,-----4MBJ"";;;'r?-------..:.';''J.,,  _ Beginning
494.93' NR	-  PARCEL ONE:	SC/l.LE IN ffET
j(
- 
poc ''

I
z:

Block .51	4 = 00'25'70"
R = 3779.00'
L = 27.66'
Chord Bearing -
S 03"40'18" E
Chord = 27.66'	N 86"07'07" E	4 = 00"13'05"
id  IJ

'	10.00' NR	R = 3769.00'
C/2.:	4 = 00"37'51.,	L = 14.35'
i'2	Lot 15	59.00'  NR	Chord Bearing =
R = 3838.00'	N 86'06'06" [	, S 03"59'26" E
L = 42.26'	•••·o--!:f.._	-'"--,
Chord Bearing =	/	/	Chord = 14.35'
Lot 13	i ot 14	,/
N 03"47'03" W	/	-- /.L	7
Lot /5	Chord = 42.26'	Tract LS-1
lift Station	poc	, poe  / /	L\ = 00'21'01"
I PARCEL  TWOI	1,  /	R = 1189.00'
. ------- - rooo'._y . pee	L = 7.27'
u.£	Chord Bearing =
!h'[ rLO.'fiDA DRAINED LANO COMPAN('S	1	S 04"16'29" [
SUBDIVISION NO. I	4 = 00·45"45"	Chord - 7.27'
Pwt Book "8'', Pcqes 65 end 66
R = 1258.00'	I
L -  16.74"	I
'	Chord Bearing =	I
N 04 '28'51" W	I	I
Chord = 16.74'	Point of	4 = 00'27'34"	''
R=  1199.00'
Beginning	L -  9.62'	I
I
Block 31	PARCEL TWO	Chord Bearing -	I
S 04"40'47" E	I
Chord = 9.62'	I
I
ri-fE Fi.OR/DA DRAINED I ANO COMPANY'S	I	I
SUBDIVISION NO  I	I	I
/a-'lat Book "B", Pages b'J and 66	I	I
I	'i
	1:,_{_lj_l:_   7	'	I	I
Tract LS-1 ,- "4	'	pee  I	I
v	IC5	\
See Detail  7'" C3	+ I	5.oo· Additional	I
LJ
NR	,	,,---. Righl·-of~Way	!
'	'	', ORB  5892, Page 1461	Lo1 14	I
''	'	Cl/  ',,	I
''	''	Construction  Easement
'	ORR5q1.q	Pege '1.111_
Point of	c2,
Beginning	''	I
PARCEL TWO	'''
'''	\
UNl /ABLE    LENGTH
LI	N !0'.37"46" W	54.00'
l2	N 79"22'14» E	1.95"
L3	5 86'07'07" W	/0.00'
"·""
l4	N 86"07'07» E ,  64.00'
l5 	N 79"22'14" E  i  220.07'
16	  329.20'
--

CURVE TABLE

I

Point of
Commencement
SW corner of the	?	SE corner of the
SW 1/4 of Section 5-26-30	'	SE 1/4 of Sectiot> 5-26-30
f01Jnd 1 1/2" iron pipe {no id)	'	'	fol/nd 5/8" iron cod {ORMP LB 2648)
CCR 97606	' '	' '	will-, nail &c di k {PSM 3905)
'	'	CCR 100634
i'l.'.'.75'	\! --	:::cjJ_ -- - -	-- -
166'0./5'

,rs	S 89'42'48" f"	soi,/h line of SW 1/4 of Se tion 5-26-JO	5298 23"	+
8 i	9	

SCALE: i•

Lot 14

I,

\

Detail
1• = 30

 	

Sheet 5

Key  Map
Nol to Scoie	

60'

-
Slleet 3

Sheet 6
"		

Lot					

					

I	

TOHOQUA
.. PHASE 5A

Sheet 1 of 5

PLAT BOOK
30	PAGE
TOHOQUA -  PHASE 5A
DEDICATION

A partial	replat  of	a	portion	of
AND	a	partial

THE	FLORIDA DRAINED
replat  of	a	portion
In	Part
LAND	COMPANY'S of	TOLIGA	MANOR
Being SUBDIVISION
UNIT  A,	as

NO.	1,	as
recorded

recorded in Plat in Plat Book	1,

Book Page

"B"'
129;

Pages	65 and

66;

KNOW ALL MEN BY THESE PRESENTS, That the undersigned, PULTE HOME COMPANY, LLC, o Michigan limited liability company,  being the owner in fee simple of the lands
described in the foregoing caption to this plat, does hereby
AND	a	partial
replat
of	a	portion	of	TOLIGA	MANOR	UNIT B,	as	recorded	.
Plat
Book	1,
Page
139;
dedicate said lands and plat for the uses and purposes therein
expressed and dedicate Public Use Rights over and across
Tract R-6, the Ingress/ Egress Easement as defined in Note
All in	the	Public	Records	of  Osceola	County,
Florida
#2. the Blanket Ingress/Egress Easement defined in Note #9 and a blanket easement over all Drainage and Utility
Situated	in  Sections  5 and 8,
Township	26  South,	Range	30 East
Easements shown hereon to the perpetual use of the public.
City  of	St.
Cloud,
Osceola	County,	Florida

IN WITNESS WHEREOF, the undersigned has set his hand and seal

Legal Description
Deed Restrictions for this plat are filed in O.R. Book No.	Pages
through  , and are accompanied by deed covenants.
on 'f){.41/dl;,g(},g_f	.

PULTE HOME COMPANY, LLC
a Michigan Limited Liability Company

A portion of Lots 7, 2,  15 and 16, Block 3/, along with portions of the platted right-of-way per THE FLORIDA DRAINED LAND COMPANY'S SUBDIVISION NO. /, according to the plat thereof, as recorded in Plat Book "B", Pages 65 and 66, Public Records of Osceola County, Florido;

TOGETHER WITH.

Lots I and 2, a portion of Lots 3, 4 and 37; and Lots 38 through 40, Block 44; Lots I through 3, a portion of Lots 4, 37 and .38; and Lots 39 through 41, Block 57; Lots 7 through 3; a par/ion of Lots 4, 5, 38 and .39; and Lots 40 through 42, Block 60;  and Lots 7 through 3; a portion of Lots 4 through 73, and of Lot 37; and Lots 32 through 43, Block 73;  along with portions of the platted right-of-ways per TOUGA MANOR -  UNIT A, according to the plat thereof as recorded in Plat Book 7, Page /29, Public Records of Osceola County, Florida

Name: 	 Title:

C_h_r_is_t_o_p_he_r_W_r_e_nn Vice-President
of_L_a_n_d_D_e_v_e_lo p_rn_e_n_t

TOGETHER WITH:

A portion of Lots 9 through /6; Lots 7 7  through 26; and a portion of Lot 27, Block 45; a portion of Lot I 7; and Lots 72 through 25; and a portion of Lot 26, Block 56; o portion of Lot 12; ond Lots /3 through 24; and a portion of Lot 25, Block 6/;  and a portion of Lot 73; and Lots 74 through 22; and a portion of Loi 23, Block 72;  along with portions of the plotted right-of-ways per TOLIGA MANOR -  UNIT B, according to the plat thereof as recorded in Plot Book /, Page 139, Public Records of Osceola County, Florido.

All the above situated in Sections 5 and 8, Township 26 South, Range 30 East, Osceola	iori ;  )
TOGETHER WITH.·	I '	..  '
A portion of the unplalted portion of the Southeast 1/4 of Section 5, Township 26 Sout\::a '¾.;;; \ _, ';;c·_-7,,;;o:::<·"'A  \re..f;:qi:5us,''%:,,·t

All the above being more particularly described as follows:	·,   ;i	..J

Commence al the southwest comer of said Section 5; thence run S 89"42'48" E, along the south line :f s''d Sec/10/4, Jdis:w:¾_f 2879.17 feel to a point on the northeasterly right-of-way line of Cross Prairie Parkway (previously
named Tohoquo Parkway) as recorded in Official Records Book 4010, Page 2871, Public Records of Osceol •i=.Ctty, fJCrido,.J. ilnd_Jl'e P ,NT Ci • GINNING; said point being a point on a curve, concave northeasterly, having a radius of 740.00 feet; thence run northerly along the northeasterly right-of-way line of Cross Prairie Parkway, the following	ffs*rif'es _'frd  b)j,_ on •  chord bearing of N 43"35'20" Wand a chord distance of 941.18 feel, run northerly along the arc of said curve a dis/once of 1020.04 feet, through a central angle of 78'58'43" to a point of compound cu)Jtture of /cur#, havingJa ra" ius_· i 3,320.00 feet and o central angle of 24"44'02";  thence run northerly along the arc of
said curve, o distance of 1,433.20 feet to a point of reverse curvature of a curve, having a radius of 1,560.00 feet andi5ce r/a.1angle,·"r 13.· -1··.	-.ence run northerly along the arc of said curve, a distance of 375.62 feet to o point
on a non-radial line; thence, deporting said northeasterly right-of-way line, run S 66"56'.31" E, o distance of 6.38. 92  et;  t • nee  run  ,  23·  • '29'. W,  '!31.§tance of 120. 00 feet; run S 66"56'31" E, o distance of 66.00 feet; thence run S
23"03'29" W, o distance of 54.00 feet; thence run N 55·55'37" W, a distance of 36.58 feet; thence run 5 23"0 '9"·., a •  /"   e   250   :  feet", th, ce run S 66"56'3/" E, a distance of 9.02 feet; thence run S 23"03'29" vi'. a distance of 179.00 feet; thence run N 66"56'37" W, o distance of 39.89 feet; thence run 5 23"03'29" W, o distance of ·:  O fe ·; th:,., • •••	6"56'37.· 0 W,  dis/on,·.  16.23 feet; thence run 5 23'03'29" W, a distance of 720.00 feet; thence run S 66"56'37" E, a distance of 400.20 feet; thence run S 23'35'56" W, a distance of 840.00 feet; thence run $;,, : ;_04" E, o ·distance of 72·.:oo· 0eet;.•		S 75·49'54" E, o distance of 54.74 feet; thence run S 66"24'04" E, a distance of 131.60 feet to a point on the westerly line of Canal C-31, as recorded in Official Records Book 9, Page 3,riJ Public Records of Osc_' lo,  'fl#'IJ:.,iifforido; thence run S 23"01'25" W, along said westerly line, a distance of 372.04
feet to a point on the aforesaid northeasterly right-of-way line of Crass Prairie Parkway; said point lying on a non-tangent curve, concave nor/ .easl'er_fFving a radius of 740.00 feet; thence, on a chord bearing of N 84'2/'36" Wand a chord distance of 33.11 feet, run westerly along the ore of said curve and along said northeasterly right-of-way line, a distance or / _fee:,,·; acentral angle of 02·33'49" to the POINT OF BEGINNING.

Containing 33.48 acres, more or less.	·:';¼=,

sTA TE oF fl ov-idCI	COUNTY OF: Oro.n e.
The foregoing instrument was acknowledged before me by means
of	sical presence or D online notarization, th·1s \2.+hdoy of	 Ma'{	, 20	by Christopher Wrenn , Vice President
of Land Development (North Florida) of PULTE HOME COMPANY, LLC, a Michigan limited liability company on behalf of the company. He is personally known to me or who hos produced 	_ as identification.

IN WITNESS WHEREOF, I have hereunto set rny hand on seal on the above date.

NOTARY PUBLIC
MELISSA R. MARTINEZ
•• Commission# GG 119921
:..., Expires Augusl 11, 2021
8ondld T1vu TJU1F•  in..w.8Cll).l55.70tl

12.
Print Nome:
My Commission Expires  08 I1i/Z02.I
My Commission No. GiGt I\C\q21

F::::::i

Vicinity Mop
/" = 2000·

SHEET INDEX
Sheet 1: Legal description, Dedication Sheet 2: Overall Boundary, Legend,
and Surveyor's Notes Sheets 3, 4 and 5: Lot and Tract geometry
CERTIFICATE OF APPROVAL BY CITY SURVEYOR
Pursuant to Section 177.081, Florida statutes, I have reviewed this plat for conformity to Chapter 177, Florido Statutes, and find that said plat complies with the technical requirements ot that Chapter; provided, however, that my review does not incluae field verification of any coordinates, points or measurements show on this plat.
Signature l'..J. J l.k)s.. {)Q.v,l'[bats'd, ,t?-17- -Z,oz_/
CERTIFICATE OF SURVEYOR
KNOW ALL MEN BY THESE PRESENTS, That the undersigned, being a licensed surveyor registered in the State of Florida, does hereby certify \ha\ on	July 27. 2020	he completed the survey of the lands shown in the foregoing plot; that said plat is a correct representation of the lands therein described and platted or subdivided; that permanent reference monuments have been placed as shown thereon as required by all Osceola County requirements and regulations, the survey was prepared under the responsible direction and supervision of a professional
surveyor and that the survey data complies with all requirements of Chapter 177. F.S.; that permanent control points will be set as required by Chapter 177, F.S.; and that said land is located in Sections 5 and 8, Township 26 South. Range 30 East, Osceola County, Florido.	, \
'

'--
REGISTRATION NUMBER:  LS 4236  DATE:  S-11·'21
', ,, -

REGISTRATION NUMBER OF LEGAL ENTITY:

LB_7_1_9_4

Florida Professional Surveyor and Mapper _representing St. Cloud,
CERTIFICATE OF COUNTY CLERK
County, Florida.
'
l_,	J\.
I HEREBY CERTIFY, That I hove examined the foregoing plat and
t----------------'--...,.,,_---------1find that it complies in form with all the requirements of Chapter 177
of the Florida Statutes and was filed for record on

Lake Tohopeka!igo

'"-
CERTIFICATE OF APPROVAL BY CITY OF ST. CLOUD
THIS IS TO CERTIFY, That on	').J.  J.Oa./	the City Council
I
Jul_j 1. , 1.0'2.\	at   i o_:=2, -'?, (o..,	P< "" -----
File No. 202. l IO '?;,(o  \ lo

lIJC\ GANUNG - BELTON  ASSOCIATES,  INC.
"--. mD	,on,,, re "- •-. 01 s c- yo,-;,  c•·; ,cf /Tl cp,o ecs

of the City of St. Cloud appn)\/ the foregniRg plat.

 _-e-rttArJ  'l>l9CKk>E
Print Name
.""' · ,,.,_ ,
l'-.EL\/)N	som. ESQ
Clerk of the Circuit Court
in and for Osceola County, Florida.
By \Vl\A1 l		D.C.
, " , h, '.,	.,
-'--
TOHOQUA	- PHASE  5A
Sheet 2 of 5
PLAT BOOK
0	PAGE	

A partial	replat	of

a  portion	of	THE	FLORIDA
In  Part  Being
DRAINED	LAND	COMPANY'S	SUBDIVISION	NO.	1,	as	r.ecorded  1n

Plat  Book

"B",  Pages	65 and  66·
AND	a	partial
replat  of
a	portion	of	TOLIGA	MANOR	UNIT A, as	recorded  In
Plat  Book	1, Page
129·	'
AND	a	partial
replat  of
a  portion	of
TOLIGA
MANOR
UNIT
B, as	recorded  In
Plat
Book
1, Page
'
139;

Blw,'v 40
34
All. 1n	the
Public
Records	of	Osceola	County,	Florida
33
Situated  In
Sections
5  and	8,
Township	26  South,  Range	30
East
'
2	\ -->-
3	,.,..,,:"

120'	6()
City  of
St.
Cloud,
Block JI
Osceola
County,	Florida

20	10
lDHOQUA - P.4ASE 4A
4
5
\ 7 \ 6
8
_....---/
'..--<
/

of Woy

SCALE /N FEET	SCAL[· I" = /20'

Tl-I[ F""LOR/DA DRAINED LAND COM,[-'ANY'S
SUBDIVISION NO. 1	27
', 28  27
29
26 ', 25
24 ',, 23
Plat Book 30. Pages 124 through 129
9
Troe/ D \

poc
ORB- 	_
7

8
Plot Book "8", Pages 65 and 66

Loi 2

k w o y
o r

Tract 0S-1
(Open Space)
9	28

27
, •• /'' /
g
---,--- ./: ·
y: /"
,0

1 ot 14

5 5
C r o
25

TOUGA MA.lvOR	Ufv'/T B
Piaf Book /, ,0age /39,
25
!2

'\
/ ..;

Pomt of Commencement
- SW comer of
Section 5-26-30
\\	found I 1/2," iron pipe (no 1d)
1	CCR 97606
\

\

Lot 15

24"44'02"
332000',"'
1433 20'  '

Tract P- I
24	Block 40  ;J

23

22	15

21	'6

20	17

19	18
\	\
\	\  92
(Recreation)
Montrose Stri:;el

39
93  \	38
\	2
J  \  :'	:
37  Block 41
..,"-is 2so3'29.". w	3
4	,	120.00'	.,
56	4
\
lo/ 27
Sheet 4 of 5
36	5

35
5

6	34
/
I
16 I/,.
I

I
of  5

119

Tract SW-1
(Storm water)

3'	9
35	7

34	8

53	9
TOLIGA MANOR - UNIT A

34	7

33	8

.32	9

Surveyor's 1\/0/es,-

Bearings shown hereon  Jre bJsed
South, Range 30 East, Osceola County, .r:-lor,do

o.'.J'>,:rri::::U l,caring ot S 39·42'43" E along the south 
I Tract 0S-3
(Open Space)

117
/
Plat Book I, Page 129
32

31

12

31  &lock 44
JO	ii
Tract R -6 (Privote Roadway) shall be cwned <..HJC! rr1u,ntu•neJ by the Tchoqua Reserve i-!omeowner's Assoc1otion, inc. (the  1s sub;ect to public use nghts inc!udir;g the .right of ingress and e;,ress to and fo,r the benefit or de/wery and pick -up services, fire protection services, ambulance services, and other· authorities of law, United States rnaii carriers·, representot:ves of t..diiities inc!u-Jin9 storrnwoter system maintenance. ,Thrs tract sho.i/ be subject lo the prisdiction of the City of St. Cioud in establishing such speed limits and traffic controi devices deemed necessary and appropnote.
.3. Tracts "os-1 ", "0S--2", and "05-3" (Open Space; and Trncts "P--1" and "P-2" (Recreation) shall be owned ond rn,7intoined by the
Lot 28	\
5 oo· Additional R19M-of- waY
\

115
116
l:t

S 66"24'04'" E
._; 120.00·

S 23°35'56"' W

840.00'	13

JU

3C

-- -- - - -.-

29	14
30  Block 57 12

29

28

29	12

2B

Ass'Jciotion

All fundscaping eiemen ts, 1nd.Jding trees, within ti1e r,ght of ways and cornmon areas in /his development, as required by the City ol St Cloud Land Development Code, shoii le rnoinlome,.J by the Association.

Al/ stn;;et lights a.re to be owned and rnarntained by the Kissimmee Utility Autho,ity and leosed to the HOA L•y o separate 1/istrument.

0 R.B
_	\	10•	I
\	\I
\	105	>
\	1
114

Spring Shower Circle

S 75·49'54" E
54 74'	

t e d
29

28
s
I "	27
81:u:-k 7J	15
17

28	15
27

27
26

25
27

26

25	16

fhe 0rn1noge and Utility Easements are dediccted to the lohoqua Community 0eve.lopment Dis/,rict (COD/District) und City uf St. Cloud.

These eoserr,ents ore as follows:
A /0.00 foot wide Drainage and t)ti!ity Easement adjacent to ail right-cf-,Mys. A 5.00 foot wide Drainage and lifility Easement oiong the reo,r of all lots_
\	106  /
i
Point of	I

107
-\	\

109
I
111
S 66'24'04"' E
131.60'
Lr:	/8	25
25	17	24
·-- -------
- I •
A 5.00 foot wide Dromoge and Utility Easement as shown along the '3/de and ,rear of iots (j.reate,r than :JCJ.00' feet 1n v.idth.
r1	A 4.00 foot wide Drainage and Ufildy Easemer,t as showri oloriq the side lot tines of lots averug..-ng less than 50.00' feet in width.

lot 29
Beginning--.	/
\,	1
w-e-5-te--r/-y rine ol Cano'. _c_-_J_I
I
I

I	f
2'
I II	23

24

2J

21 	I	 

19

:0	J
24

23

f	:1,	'.	20
I t : .

18

19
r
20	I	I
A 20. 00 foot wiae CDD/0u_,·inoqe Easemen f os shown on the east side of Tract P-1.
A 20.00 foot wi0c· CDD/Dromoge Easement os shown on Lots 95 and 96 and Lots 119 and 720.
The Druinage and Utility Easement area sholl be owned and maintomed by the Owner of the respective tract upon wh.1ch each such
Easement Is iocated.

Tract SW-- 7 (Stormwoter) shall be owned and maintmned by the CDD/Distn'ct

THE r-i_OR!DA DRAINED LAND COMPANY'S SUBDIVISION NO
Plat Book "8", Pages 65 and 66

Block 30

Lot 30	\
\
2,
j	L	'-·-
j	).
.-- --- -

City of St Cloud shufi have lhe right but not the obligation, to access, maintain, repo.ir, replace or otherwise core for .:Jr cause to be cored (or, stormwater tracts and tt1e (Jro1i-1oge easements, inc!ud/r,9 without limitation the draino9e systems constructea thereon. A blanket
ingress/egress easement is granted in favor of the City of St. Cloud and the CDD/Distnct for so.id purpcses.

Alf plotted utility easements sho/i provide ttw! 5,, ;ch easements shall also be easements for the construction, instoliot/on, mc1in ten once, and operation of cub.le felevision services; provided, however, no such construction, instoi!otion, rnointenonce, and operotion of cable television services shoil interfere with the foc/lities and services or an electric, telephone, gos, or ether public utility. In the event o cable television company damages the facilities cf a public utility, .:t shall be solely ,resporis·ib/e for the do,-naqes This section shall not oppiy to those private easements granted fo o,' obtained by o partir.ul:Jr electric, telephone, gos, or other pubi.1c utility S.Jch conslruciion, instoiiotion. maintenance, ono· operotion shall c:Jmply with the ./1/otional Electrical Safety Code as adopted by the Florida Public Service Cornmission.
(Section !77.09! (28)) Florido Sta utes

A ,A/on -Exclusive Access Easernent is granted to the CDD/Distn'ct over Tract P-l, for thepurpose of accessing Stormwote,r T.roct SW-1

5£ comer of th_e	\
SE 1/4 of Sect1o'l 5-26-30	\
fo_und 5(8" r on rod {DRMP LB_ 2648)  \  Q\
w,th nor/ &- disk (PSM 3905) -----------.  -
CCR 100634	• (S)- . ..,,
/'	"'

Owner- hereby reser'1es for the benefit of the COD/District titi'e to any !011ds or improvements dedicated to the public or to tht: county if
for ony .reason such dedication shall be either voluntorliy vacated, voided or invalidated to the extent consistent with Section 177.085(1).
Florido Stof1..Jtes

"' The lot comers hove not bee,1 set at the time of recordinq A 1/2'' iron rod and cap (GBA LB 7194) will be set upon completion ol construc:tion and prior to the expiration of a bond or surety pursuant to Chapter 177.091(9), Florido Statutes.
TOHOQUA	- PHASE 5A	Sheet 3 of 5	PLAT	0	PAGE	117
BOOK	

In	Part  Being
A partial	replat  of	a  portion	of	THE	FLORIDA	DRAINED	LAND	COMPANY'S	SUBDIVISION	NO.  1, as	recorded	in  Plat  Book	"B" '	Pages	65  and	66;
AND a	partial  replat  of	a	portion	of	TOLIGA MANOR	UNIT A,	as	recorded	in  Plat  Book	1,  Page  129·,
AND	a	partial  replat  of	a  portion	of	TOLIGA	MANOR	UNIT B,	as	recorded	in	Plat  Book	1,  Page  139;
CURVE TABLE:	All in	the	Public	Records	of	Osceola	County,	Florida
CURVE	DEL TA	RADIUS	LENGTH CHORD BEARING	CHORD	Situated	.	Sections	5  and	8,  Township	26  South,  Range	30  East	50	o·
r ---c;==	c--"--'=-,---'-·-=" =;=====;=	====:::;i
Cl	85"37'06"	BOO.DO'  119546'	S 46"54'3/" E	108729'	In
+-- --  --
f-c-2-t-·-09·09'07"   aoooo'	121.1s··---t- s o a -4 0"'3 2..-E  1 /21.	SCAL[ IN ff[T	SCALE: (' = 50'
C7J6'27'59"	800.00'  1067.67'	S 51'29'05" E	990.18'	City  of	St.	Cloud,	Osceola	County,	Florida
c-_-C-4-+- 01'02'57" 3153.00'	5773'	S 03'34'30" E	57.
C5	33'01"- 57030' 655.55'  --5- 36'52'29" E	620. 38'	' I
C6	09'20'2/"  573. 00'	93.40'	S 08'46'09" t   ,  93.30'	' I	1-
Cl	56'12'40"	573.00'	562.15'	S 41'32'39" E	539.88'	(total)	I	See Sheet  4 of	51
CB	86'45'05"	52.00'	78.73'	N 66'58'28" E	11.42'	Ll = 24'44'02"	125	I
-c-9-t-Qj·40•21 "  140. oo •	4i 4J'·----, s-0 5 -5 5 '0 9 "'E  -47.-	"a'I	Sheet .5
I
R =  3320,00' -
C/0	95'00'23"	2500'	41.45'	S 55'16'31" E	36.87'	2. I
Cl/	84'/6'/3"	25.00'	36.77'	N 35'05'//" E	33.54'	L = 1433.20'	QI	90
C,
f--C--1-2-,-! 02 -56'57';· 600.00-'	30.88'	S 05"34'27" £	30.88'	I	I
C/3 	00·54'79"  3180.00'	50.25'	S O.J'38'49" E	50.24'	" I    --  --------	Tract 5/IV- !
l,
C/4	53'27'37"	426.00'	397.48'	S 30'49'47" E	383.22'
CD/I '//5'44"  3126 00'	65.23'	S 03'30'06" E	65.23'	92
f-'C / 6-, 6 5 '3'3'0/''' 546.00'	624.66'	S 36'52'29" t 	591. 15'	eo.oo·
c11	35·45'05"	2s. oo'	37.85'	N 66"58'28" E	34.34'	I	Key  Map
GIB	86'45'05"	79.00'	119.61'	N 66'58'28" E  ' /08.51'	I\------
Cl9  ---j--4 9 -5 5 -2 4-.. 6 0 0. 0 0"'---t- 52XBO'	S 44·47'77" E  - 5015.42'	Not to Scale
---	------ --  -+----- --	1
C20	83'03'08"	2500'	36.24'	N 61'/5'09" W	33.15'	I
,	C21	96'04'//"	25.00'	41.92'	S 29'11 '/2" W	3718'	cg
--  -
C22	02'5/'26"  600.00'	29.92'	S 2/'09'18" E	29.92'
C23	05'05'17"   600.00'	53.28'	S 25'07'39" E	53.26'
-C24	os•o5'06n  600.00'	53.25'	S 30'12'5D" t 	53.23'
-+-- ---j	0
C25	04'37'/6"  600. 00'	48.39'  ,... S 35"04'07" E	4838'	,..,
C26	04'37'16"  600.00'	48.39'	S 39'4/'17" E	48.38' ,.
-c21 +--o-4-•37-,/-6-,, 600.00'	48.39'	S 44'/8'33" E	48.38'	0
f-=-C--	--
:  C28	04'37'16"  -600.00'	48.39'	S 48·55'49" £	48.38'	<fl
f	,
C29	04'37'16"  600.00'	48.39'	S 53'33'04" E	48.38'	<fl
_C_3_0	d4·37'16"	600.00'	48:Jg•·----t-S-5_8_'_10 '2-0 " E-	48.38'
C31	04'37'/6"  600.00'	48.39'  1  S 62'47'36" E	48.38'
_C_3_2-,-0 4-.3-2 '4-5 , +, -6-0-0-.0-0-,.-+-47.6()'	S 57·22'37" E	47.
'-'c 3 3-f-----oo-'sih5"-  -79.00'  -	S 10'08'37" E.' -+--1.-36' _I•
C34	28'06'49"	79.00'	3876'  .  S 34·47'39" E.'	38.38'
+---- +----+---- ------f-------
C35	27'06'37"	79.00'	3738'  1 N 67'4/'38" E	37.03'
C36	25'50'/0"	79.00'	35.62' l _t,1_41'13'75" E	35.32'
-cj;,- --o-4·42•i'5"-- 19_0-o ,-+-6-_-4-9·• r N 25'51'03" E	6.4B'	,
1--_ c_ 3 _8-_--0-8-'0-2'•0-5 "+--7-2-0.-0-07'+--1-0-0.-97' I  s 82'09'46" t   • 100.89'	i
C39	08'1=3'2-2-"+ =72=0.0-0+' - 103.33'	S 74'02'03" t	10324'
C40	04'49'08"  720.00'	60.56'	S 67'30'48" t	60.54'
C41  -- 04'3i'l6"- -72000'  san	5 62'47'36" E -+- 5 8 .05'
--- -
C42	04'37'16"	720.00'	5807'	5 58'10'20" t	58.05'	1
f-'c 4 3 f-- 074 -3 7••1 6""-+- 12 07. 0 o··+ 5 8 _077°'	s 53'33'04" E: - 58.
Lot 15	S 75·49'54" E
C44	04'37'16"	72000' I  58.07'	S 48'55'49" E	58.	54.74'
C45	04'37'16" ,,_72000' 1  58.07'	S 44'18'33" t  --5-8-.05'
f-C-4-6 -0 47'3"7'16''  -720.00'	san	S 39'41'17" E	58.05'
7 -+0=4='37='16=" -+72=000=' +-58.07' - S 3=5"=04'01" +E	58.-
C48	05'05'06"  72000'	63.90'	S 30'12'50" E	c63..88-' 4
---
C49	05"05'17"  720.00'	63.94'	S 25'07'39" E.'	63.92'
C50	D5'41'29"  72000'	71.52'--+-5-1-9-.4-47'/-6 ,,-E-, 77.49'°"
C51	/6'37'37"	25.00'  l 7.25'	S 68'54'29" W	7.23' --	Jo
C52	79'26'34" -  25.00'	34.66'	S 20'52'23" W	31.95'
C53	69'17'/8"	720. 00'	870.71c---1- ==	- '
'	S 51'32'/0" t	818.61
C54	64'13'48"	740.00'  829.56' -  S 5057'48"--f	786.80'-	Ll = 78'58'43"
=-+--	----
C55	1o·os'10"	546.00'	96.59'	s 64'34'54" t	96.47'	R= 740.00'
C56 +- 10-'08'2_1_"_ 546.00'	96.62'	5 54'26'39" [	96.49'
--+------	----	L = 1020,04'
----t-	==-	+- = +- ===	-	-	Chord Bearing =
C57	06'30'00"  546.00'	61.94'	S 46'07'29" t	61.91'
C58_ _ +--06_'30'0_0_". 546.0_0 '-+_6_1._9_4 '-+-5_39'37'28" E	61.91'	8/oc;k 3/	N 43'35'20" W
C59	07'1/'55"	546 00'	686,0',-+S 3=2'4=6'3-/"' t-= ,6-8-.5-5-' -,	Chord = 941.18'
C60	07'/5'29"	546.00'	69./7'	525'3.2'49"t	69./2'	!.1---iE F"LOl?WA DRAINED LAND COMPANY'S
"
C61 +-_0_6_'_30=·0_0"---1'_5_46_._o_o'	61.9,4 -+_s_1_s_·4_0 ·0_4 "_E_	61.91'	SUBDIVISION NO.
 C62	 06"30'00"  546.00'	sJ:94'	S 12"10'04" E  ; 61.	Plat Book "8", Pages 65 and 66
C63.	04'49'05"  546 00' 1  45.91'	S 06'30'3/" E I  45.9E'_
C64	00·14'44"  3126.00' I 13.40'	S 03'58'36" t  O'
c65 - 00·57'00"_- -3126 o_o ·-+1_5 1_.83 '	,=s_- 037_2_·4_r_£_ '-
c66	 oa·11·01"	426.oo· : 60.86'	s 53·2s·o2" t:	60.81' C67	05·30'00"  426.oo· •  48.33'	s 46'07'29"--t	 48.3a'
C68	06'30'00"	426.00'	48.33'	S 39'37'28" E	48.
f- --f-----	--	-- -+-- -------------	----
C69	07'11'55"	426.00'	53.52'	S 32'46'3/" E	53.49'
C70	07'15'29"	426.oo' !  53.97''----t s-2 5 -3 2 •--49 '"' t- j	53.
C71 1  06"30'00"  426.00'	48.33'	S 18'40'04" E	48.30'
e72-  -30'60;, 426.00'	48.33'	S  - -------	48.30'
12"10'04" E
,' C73	04'49'05"  426.00'	35.82'	S 06'30'31" E	3581'
--
1  C74	00·14'44"  3006.00'	12.89'	S 03'58'36" E	12.89'
' f--- oo ---s 1··0 0 "+-3 0 0--6 .o o ,-+--4"9 _3 4"'----t s o 3"·2 2·•4 4 "-E	49.
I  C75_ '--------t--- -- -+---= --+--=-J
C75	03'06'08"  720.00'	38.98'	S 84'37'45" E ,	38.98'
--'======'==== == c--====!!c-='-===========-"c"-,ccc"·

Lot	16
Point of
I	Commencement	SE comer of the	I
SW comer of /he
SW I /4 of Section 5-26-30	SE 1/4 a! Section 5	20- 36
I	found 1 1/2," won pipe (no id)	found 5/8"' iron rod (DRMP LB 2648)	I
witn nail & disk (PSM 3905)  "
-	6J:!_ 		Ll = 02·33'49•	CCR 100634	-._	I
--CCR =---
7-,-8	R = 740.00'	-5-29-8 2-3' -(!o-tc1-)	---·' --:·---- ',--
basis of bearings (ossucned)	L = 33.11'	-
Chord Bearing =	8_	9
I	N 84"21'36" W
Chord= 33,11'	I
I

Tf/C FLO.i?/DA UPA.1NEL) LAND COMPA/-!'('S
SUBDIVISION NO	1
Loi :17	Plot Book ··a". Pages 65 and 66

Loi	28

Lei	30
8/ock JO
Bwck JC
Loi	29		

TOHOQUA	- PHASE  5A
Sheet 4 of 5
PLAT
3	PAGE

A  partial  replat  of

a portion of

THE	FLORIDA	DRAINED
In	Part LAND	COMPANY'S
Being SUBDIVISION	NO.

1,	as

recorded	in  Plat

Book
"B" '	Pages	65

and	66;
AND a	partial
replat  of
a	portion
of	TOLIGA MANOR
UNIT  A,	as
recorded
in  Plat  Book
.
1,  Page
129;

TOi'..iGA .!v1ANOH - UNIT 8
AND a	partial
replat  of
a portion
of	TOLIGA
MANOR
UNIT B,	as	recorded
ln	Plat
Book
1,  Page
139·,	'I
All in	the
Public
Records	of  Osceola	County,
Florida
/
!	'&

.T0.1-/0QUA	Pf1AS£ 4A
Plot Book 3D. Pu9es 124 through 129

SCALE ,'N FEET	SCALE: /" = 50'
Situated	in  Sections
5 and
8,  Township	26  South,	Range
30 East

B-'oc1< Jt

LOI 2
{!
29	28	27
City  of	St.
Cloud,
Osceola	County,
Florida

Lo/ 15

--	..:.. 

------<-._

---  -----

flJR_VF TARI F
5.00' Addition / - :g ;_- ;_ w ; J·
ORB. 5892, Poge 1457
;  CURVE I  DELTA   RADIUS   LENGTH   CHORD BEARING 
•-Cl	--------
CHORD

;--
  24'44'02"  i 3380.00' /45910'
 5 08'/6'03" w
1447.80'
. --
C2	07'50'24" : 3380.00'  462.50'	s 16'42'5/" w
CJ	16'53'38"  i 3380.00'  996.60'	S 04 '20'50" w
462.14'
993.00'

THE FLORIDA DRAINED LANO COMPANY'S
SUBDIVISION NO. 1

(T o h ".., q ' a

i  r i e
(total)
---Ll = 24"44'02"
'  C4  I  09'09'07" ' 800.00'  ; 127. 78'	S 08'40'32" E
127.65'
.
C5     i

09'20'21"

: 573.00'
. 93.40'	5 08'46'09" E

93.30'

Plot Book "B", Pages 65 and 66
p r a.
""r o R.B.
Page 2871
4()10,
R = 3320.00'
L = 1433.20'
C6  i 17'03'31''
3153.00' : 938.74'	S 04 '25'47" w	935.28'
,r/gl1t·- of--woy P"'
C7  i  01'02'57"
3153.00' ' 5773'   S 03'34'30" E  57. 73'
------
CB
------
:  C9
C/0
--
C/1
C/2
-·
14'54'39"
01 '05'55"
88'51'11"
9/'/0'45"
88'28'0/"
3153.00'
3153.00'
25.00'
I 25.00'
'! 25.00'
820.55'   5 04'24'/8" w
6046'	5 12'24'35" w
38.77'	S 56'04'46" W
39.78'	N 33'54'/6" w
38.60'   S 56'/6'2/" w
--
818.23'
60.46'
35.00'
3572'
34.88'
- -----

5.oo· Additiona/ Right-of-Woy	.,,	,,-
ORB. 5892, Page 14-01 -:-

_,/"

,,/_,,

/,, .

/.,..,,.-­
Tract 0S-2	\
Open Space

-- -CBO- --,
''

C92  CID
p

Ul
(1)

(1)
;:,

?ract OS--!
C/312'33'08"	473.00'  . 10362'	N 73'13'05" w
10342'
/ 1 .•
C/4  : 53'27'37"	426.00'	397.48'	S 30·49'47" E
383.22'
Io/ 15
.//<	C4
-	 ! 
C/5	o,·11'44"     !  3006,00'   I
62.73'	S 03'30'06" E
62.73'
C/6  i 00·54'79"
j	1
! 3180.00'	50.25'	S 03'38'49" E
·--·
50.24'
------
C/7	02'56'57" 
600.00'   3088'	5 05'34'27" E
2
30.88'
--t
C/8i 84'/6'/3" C/9 ! 95'00'23"
C20  ' 16'08'/8"
25.00'	36.77'	N 35'05'11" E
25.00'	41.45'	S 55'/6'3/" E
3126.00'  880.50'	S 03'58'11'' w
33.54'
36.87'
87759'
-	I
C21   15'47'05"  I 3180.00'  876.07'	S 03'47'34" W
873.31'
C22 i  01'11'44"
3126.00'
--------- --  -
65.23'	S 03'30'06" E
65.23'
'•	r
'·	L 	L
- C23 ''  03'40'21"
740.00'  '  47.43'	S 05'56'09" E
  	
47.42'

- C25 i 16'10'41"
3300.00'  931.79'	S 03'59'22" W
928. 70'
C26 C27
73'2/'46"
0'09'50"
50.00'   64.02'	 N 59'44'22" E
3006.00'   8.59'	 S 06'30'51"
----  '
59.74'
8.59'
(total)
Ll = 78"58'43"

C49

Sprinq Sf:ower Circ/e
C28 •
C29 '
C30
10·37'55"
02·53'42"
00·03'75"
3006.00'  552.55'	S 0/'09'59" w
600.00'  i 30.32'	S 05'36'05" E
600.00' :  0.57'	 S 04'07'36" E 
551.77'
30.3/'
0.57'
R = 740.00'
L = 1020.04'
C/2

C31

00'54'/9"
3180.00' I  5025'  ' S 03'38'49" E
"

..
50.24'
-
Chord Bearing =
N 43"35'.20" W

S 79'29'39" E
20.74'
Troe/ l-"--2
C32	00·53'43"
C33	00·53'43"
3180.00'
3180.00'
49.69'	S 02'44'48" E
49.69'  S 01'5/'05" E 
49.69'
49.69'
Chord = 941.18'
r--  --.
C34
00·53'43"
3180.00'
49.69'
' S 00'57'22" E
----
4969'
C35   00·53'43"  3180.00' !  49.69'  S 00 '03'39" E
49.69' 
C36	00·53'43"  3180.00'	49.69'  ' S 00'50'05" w
49.69'
69
C/3
C37	00·53'43"
3180.00'   49.69'	 S 0/'43'48" w
49.69'	r·
I
C38	00·53'43"
3180.00'	49.69'	S 02'37'31" w
49.69'	I
-	-
C39
C40
--
00·53'43"
00·53'43"
3180.00'
3180.00'
49.69'  '' S 03'3/'/4" w
49.69'  I  S 04'24'57" w 
+
49.69'
49.69'
\
Tract P-1
Recreation	70
C41   00'53'43" 
-
3180.00'   49.69'  I  S 05'18'40" w
49.69'	\
C42   00·53'43"  3180.00'
49.69'  ! S 06'12'23"
·-
49.69'
123
C43
 C44 C45 C46 C47
00·53'43"
00·53'43"
00'53'43"
00·53'43"
00·53'43"
3180.00'
3180.00'
3180.00'
3180.00'
3180.00'
49.69'
49.69'
49.69'
49.69'
49.69'
S 07'06'06" w
 S 07'59'49"  w
5 08'53'32" w
5 09'47'/5" W
s 10'40'58" W
49.69'
49.69'
49.69'
49.69'
49.69'

121

122

I
,1-

I See	Sheet 5 of 51
I
C48   0·33'17"   3180.00'
30.78'
11'24'28"
----------
30.78'
------
/ /	\	' -
C49
-----
C50 C51 C52
C53
05'26'34"
00'57'00"
00'57'00"
00·57'00"
00'57'00"
3126.00'
3126.00'
3126.00'
3126.00'
3126.00'
296.96'
51.83'
51.83'
51.83'
51.83'
S 09'/9'03" W
 S 06'07'/6" w 
S 05'/0'/6" W S 04'13'16" W
S 03'16'16" W
296.84'
51.83'
51.83'
51.83'
51.83'
I
/

119
\
120	\ \
-I
I
I	72
I
---

---
C55
00'57'00"
00'57'00"
3126.00'
3126.00'
-
51.83'
51.83'
S 02'19'/6" W S 01'22'16" W
51.83'
51.83'
C56   00'57'00"  C57	00'57'00"
C5B •  00'57'00"
C59	00'57'00"
------j
79'26'34"
3126.00'
3126.00'
3126.00'
3126.00'
25.00'
51.83'
51.83'
51.83'
51.83'
34.66'
S 00'25'/6" W S 00·37 '44" E S 01'28'44" E
S 02'25'44" E
S 47'29'36" E
51.83'
-----
51.83'
51.83'  !
51.83'
31.95'
C/4

60
/vi 39	I
'•:,,'	I
.	I	74
C60
C61
--
C62
' 75·33'49" 05·34·54"

25.00'
720.00'

6.79'
70.14'

N 85'00'/2" £
S 06'56'/4" E
6.77'  Ii
70.11'
N 66'.56'31" W/  /
--••. /6.23'
59
s <'Jv..:r2· .,
'9(-W ,_
C63	00·02'49"
-·
720.00'
0.59'
S 04 '07'23" E
I
0.59'	I
Tract SW-I
38	39	•	58
C64   00·54'19"  3300.00'
52.15'
S 03'38'49" E
52.14'
Storm water	4
-----
C65
  00'53'43"  3300.00'
·-
51.56'
S- 02·44'43" £ ..
51.57'  I
-- -------
C66 ; 00·53'43" C67	00·53'43"
C68	00·53'43"
3300.00'
3300.00'
3300.00'
51.57'
51.56'
51.57'
01"51 '05" E
- ----- -- ---
S 00'57'22" E
5 00·03'39" E
51.57'
51.57'  I
51.57'

116
N 66'56'31" w·	57
31	39,89'
5
C69 C70
-
C71
00'53'43"
00'53'43"
00·53'43"
3300.00'
3300.00'
3300.00'
51.56'
51.57'
51.56'
- --------
S 00'50'05" W
S 01'43'48" W S 02'37'3/" W
- I
51.57'
51.57'
51.57'

- -/ - -1......, 
Biock 60

6
C72
C73
---
C74
C75 C76
--
C77
00·53'43"
00'53'43"
00·53'43"
00·53'43"
00·53'43"
00'53'43"
3300.00'
3300.00'
3300.00'
3300.00'
3300.00'
3300.00'
51.57'
51.56'
51.57'
51.56'
---------
51.57'
51.56'
S 03'31'/4" w
S 04'24'57" W
S 05'18'40" W S 06'/2'23" W S 07'06'06" W
S 07'59'49" w
51.57'
51.57'
51.57'
-----
5157'
---------
51.57'
51.57'

I
I

115

I
I
I

114
!	S_:,3
I	85.,., 6  11/
I	·'-'3 IV,
I	R
I	I
I	I
!	I
8	36
Block 7J

I

35
7OL/GA MANOR - UNIT A
C78
-
C79
---
CBO
--
CBI
C82
00'53'43"
00·53'43"
00·53'43"
00'56'53"
00·57'00"
3300.00'
3300.00'
3300.00'
3300.00'
3006.00'
51.57'
51.56'
51.57'
54 60'
49.84'
S 08'53'32" W
5 09'47'15" W s 10·40'53" w s 11 '36'/6" w
S 06'07'/6" W
51.57'
51.57'
51.57'
54.60'
49.84'
I
I
\	I
I
I
----.J_
I	113
I
I
I
/	112
I
I
4., 9

Plat Boak t, Page 129
--·
C8.3
C84
00'57'00"
00·57'00"
3006.00'
3006.00'
49.84'
49.84'
5 05'10'16" w
S 04'/3'/6" w
49.84'
49.84'
-- _j
-- -------
CBS
C86
00'57'00"
00'57'00"
3006.00'
3006.00'
- -
49.84'
49.84'
S 03'16'/6" w
S 02'/9'/6" w
---- --
49.84'
49.84'

I- -
9

j_l
---- -- - - -------
3006.00'
49.84'
S 01'22'/6" w
49.84'	I
C87
-- -----
CBS
C89
- -- --
00'57'00"
00'57'00"
00'57'00"

3006.00'
3006.00'

49.84'
49.84'
 S 00'25'/6"  w
S 00'31'44" E
49.84'	I'	
49.84'	I		 ,o
C90
00'57'00"
3006.00'
---------- -
49.84'
 S 01'28'44" £  49.84'
---	I	32
C91 C92 C93
00·57'00"
78'40'33"
10'10'37"
3006.00'
25.00'
25.00'
49.84'
34.33'
4.44'
S 02'25'44" E
S 50'59'27" W N 34·34'57" W
49.84'
31.69'
4.43'
I
I

I
I	109
I
I
I
I
I
I
I
I
I
I
I	110
I
I I I
I
I
I I I
I I I
111
I
I

u n p I a

I e d
31	12

Block 73

31
30

14
30

Key Map
Not to Scale

Shert J
TOHOQUA	- PHASE  5A
Sheet 5 of 5
PLAT
BOOK
PAGE

A  partial  replat  of

a	portion	of AND	a	partial

THE FLORIDA	DRAINED
replat  of a portion
In Part LAND COMPANY'S of  TOLIGA MANOR
Being SUBDIVISION
UNIT  A,	as

NO.	1,	as
recorded

recorded in Plat Book in Plat Book	1, Page
"B"'	Pages	65	and	66· '
129;
AND	a	partial
replat
of	a	portion
of	TOLIGA
MANOR
UNIT B,	as	recorded	in
Plat
Book
1, Page
139·
'

50'	2s·	0	50·
All  in	the
Public
Records	of  Osceola
County,	Florida

SCALE IN iEtT	SCALE: I" = 51Y
'\ \
Situated  in Sections
5 and	8, Township
26  South,	Range	30
East
--	City  of	St.
\
Cloud,	Osceola  County,
22
Florida

- -- --- ---------
CURVE·

CURVF TARI F
--	- ......'

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60 oo'
\
21	LO
19
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DELTA
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RADIUS
3380.0D'
LENGTH- f"C/-/oRo BEARING
462.50'	s ;5·42'51" w
CHORD
462.14'
·,	'
TOUGA MANOR -
1../1\/iT B	38
  C2.	 12·33'08"   500.00'
109.54'
N 73'13'05" w
109. 32'
\ ',,
\··..
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3	-----\··. 5 00'  Additional Ri9r,/-of-Way
(  0.R B. 5892, Page 1461
i Block 45
10
Plat Boo!< I, Page 139
j	37
36
)5
34

Jj
32

'I C3 - 09"34'15" C4	06.04'05"
---- -------
C5	03'30'10"
C6	90·31'41"
C7	0858'53"

3153.00'
3153.00'
3153.00'
52.00'
332000'

526.69'
333.93'
192.76'
82.16'
520.43'
s  17"44'41" w  s 15·59'35" w S 20·45'43" w s 67"47'39" w
s  16·os•3r  w 

526.08'
- - --  ---  -
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192. 73'
73.88'
519.89'  '
..	31
CB	05·34'4£"
,-  -----
3320.00'
381.25'
 1770'40" 	I 381.04'
+-----------
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332000'
332000'
7064'
68.53'
s 13'26'43" w
s 12"74'39" w
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68.53'
  C/1	13'36'21"  157800'
374_72·
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91	 C/2 5·59'47" 
5	C/3	i 93'32'56"
C14	8671·05"
330200'
25.00'
25.00'
403.21'
40.82'
3753·
s 17"08'10" w
S 32·43'1 /'' E
N  5779'49" E 
40926'
36.43'
34.21'
C/5
0872'32"
318000'
46485'
s 1870'32" w   464.44' 
90
6	4	C/6  90·31 '41"
79.00'
124.82'
-------
57·47'39"   112.24' 
LI = 13'47'45"
7	R = 1560.00'
S 66'56'31' " E '
66.00'	6
C/7 C/8 C/9
90·31'41"
02'36'28"
35·57'51"
25.00'
3126.00'
2500'
39.50'
142.28'
37.90'
s 67"47'39" w	 35.52' S 21·13'34" w	142.27'
S 23'30'35" E 	34.37' 
L = 375.62'
8	C20
95·03'44"	25.00'
- ---
41.48'
s 6531 °37" w 	36.88' 
i	S 23'03'29"  W
9
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C21
04·02·00"
- ------ -
3126.00'   220.05'
- -- --- -
s  15"58'44" w  220.01· 
85	I
54.00'
C22
93'27'23"
25.oo·
40.78'
S 32·45'57" E 	36.41'
- ----- -
C23
8	'	C24
12'33'08"
12"33'08"
527.00'
473.0D'
115.45·
10362'
N  73'13'05" w 
N 73·13'05" w
 11522' '
103.42' :
87	C25
8878'01"
25.00'
38.60'
s 56'16'21" w
"  34.88'  '
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C26
91'10'45"
25.00'
39.78'
N  33'54'16" 	35.72'
--
\\Tract 0S-1
Open Space

N 66"56 '31" W

8.'oci: 44
C27 C28
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73'56'54"
25.00'
2500'
38.77'
3227'
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I	•  36.58'  •
 C29 
C30
19·35•02"
00·20'31"
25 oo·
3180.00'
855'
18.98'
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8.51'
..
18.98'
35	. -	l-- --- ---- ---- - -----
n	36	34
C31
00'35'42"
3180.00'
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33.D2'
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33	 C32 
32
C33
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00·35'42"  3180.00'
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- ---------------
33.02'
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33D2'
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-- - -
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 C34  I
C35  '
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s 15·34'44" w
s 17'10'26" w
33_02·
3302·
13	C36   00·35'42"   318000'
 33.02' 
s 17°46'08" w
33.02'
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C37
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33.02'
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33.02'
-+----------
 C38  '  0035'42"  ,- 318000' ! 3302'
 C39	00·35•42"  3180.00'  ,  33.02'  I 
s 13·57'32" w
s 79·33'74" w
-
3302·
3302·

ore
C40   00·35'42"  - 318000'    33.02' 	S 20·03'55" w
 C41   00·35•42"  - 31800D'  33.02'	S 20·44'33" w 
C42	00'35'42"   318000'   33.02'	S 2170'20" w 
33.02'
33.02'
33.02·

TOHOQUA - PHASE 4A
Plat Book. 30, Pages 124 through 129

60.00'
----·
C43	0035'42"  3180.00'
 C44	00·17'55"   31800D'
5	C45	13'32'26"  ,, 79.00'
----- ------
33.02'	S 21'56'02"
 16.57'	S 22'22'51" w
18 67'	S 29W'01" w
33.02'
16.57'
18.63'
6	C46   19·31 '32"   79_00·	 26.92'	S 4550'00" w
7	 C47   19·37'32"  t 79.00'	 - -- --	S 6571'32" w 
9	 G4S    1a·20·29" '  79.00'	25.29'	S 84'17'33"  w
26.79'
26.79'
25_ 1s·
-  
TOUGA MANOR	UNIT A
Plat Book J, Page !29
C49	19'18'46"  I  79.00'	 26.63'	N 75·52•50" w
C50	00'16'55"   79.oo·	 0.39'	N  67-04'59" w
26.50'
0.39'
' ----- --	'
---------
3	C51	00·44'54"  3126.00' '  40.83'	S 22·09'21" w   4083' 
3
16	JI
19	20	21
22	1.
C52
-- ---
C53
07'51'34"
01 "48'08"
107.45'	S 20·51'07" w 	101.44'
 9833'  ' s 1T05'40" w 	98.33' 

Bloc!< 57
 C54  i  02'13'52" 
l_f_ I  0034'56"
C56	05W'33"
 121. 72'  ;   75·04'40"   121.72' 
  -  
536'	 N 79·12'11" 	5.36'
----------+
48.83'  i _ N  76'15'26" w	48.82'

J.5
i - --- --- -
C57
05·15'0B"
48.31'  i N 70·53'35" 	48.29' 
------

_J   _
54	Ii
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12.96'
49.48'
N 67'38'47"  w	 12.96' 
s  14·04'02" w	49.48'
32	0·35'42"-
- C -
34.29'	14'47'38"
34.29'
31	C61
-
0·35'42"
3302.00'	34.29'
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C62	0·35'42"	3302.00·  34.29'
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C64	0·35'42"	3302.00'	34.29'
C65	0·35'42"	3302. DO'	34.29'
- --- -------- - -- -
515'59'02" W	34.29'
S 16'34'44" W	34.29'
S 1770'26" W  , 34.29'
S 17·46'0B" W  '. 34.29'
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24
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25
84
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39.89'
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83	7

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C66	0·35'42"	3302.00'	34.29'
C67	0·35'42"	3302.00'	34.29'
- - 	
C68	0·35'42"	330200'	34.29'
C69	0'35'42" '3302.00'	34.29' C70	 o·i/;/6-,;- I 3302.00·	 iD.82'
C71	0·51'08"  I 1578.00'	23.47'
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C73	114'57"  , 157800'	34.40'
C74	113'43"  : 157800'	33°i33'-
C75	112'27"	157800'	33.25'
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34.29'
34.29'
10.82'
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62

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Block 50

80	J7
29	36
35
N 66'56'31" W	34
7Y	16.23'	33

UNE TABLE
- - -	-

51

(/J
5

6	7
8
S 66"56'31 E	9	10
31	30
	400.20'	/2
Tract SW-1

Qffif::\ GANUNG- BELTON  ASSOCIATES, INC.
p•c/ec_,<>; ,,-,o/ SL,'\>te_/OCS u,-,cJ ,·,1c.1p,c;e• ,·- ---

!!"#$%& "
RESOLUTION 2022-05

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE TOHOQUA COMMUNITY DEVELOPMENT DISTRICT APPROVING A PROPOSED BUDGET FOR FISCAL YEAR 2022/2023 AND SETTING A PUBLIC HEARING THEREON PURSUANT TO FLORIDA LAW; ADDRESSING TRANSMITTAL, POSTING AND PUBLICATION REQUIREMENTS; ADDRESSING SEVERABILITY; AND PROVIDING AN EFFECTIVE DATE.

WHEREAS, the District Manager has heretofore prepared and submitted to the Board of Supervisors (“Board”) of the Tohoqua Community Development District (“District”) prior to June 15, 2022, a proposed budget (“Proposed Budget”) for the fiscal year beginning October 1, 2022 and ending September 30, 2023 (“Fiscal Year 2022/2023”); and

WHEREAS, the Board has considered the Proposed Budget and desires to set the required public hearing thereon.

NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE TOHOQUA COMMUNITY DEVELOPMENT DISTRICT:

PROPOSED BUDGET APPROVED. The Proposed Budget prepared by the District Manager for Fiscal Year 2022/2023 attached hereto as Exhibit A is hereby approved as the basis for conducting a public hearing to adopt said Proposed Budget.
SETTING A PUBLIC HEARING. A public hearing on said approved Proposed Budget is hereby declared and set for the following date, hour and location:

DATE:	August 3, 2022

HOUR:	9:00 a.m.

LOCATION:	Tohoqua Amenity Center
1830 Fulfillment Drive
Kissimmee, Florida 34744
3.
TRANSMITTAL OF PROPOSED BUDGET TO LOCAL GENERAL PURPOSE GOVERNMENT. The District Manager is hereby directed to submit a copy of the Proposed Budget to Osceola County at least 60 days prior to the hearing set above.

POSTING OF PROPOSED BUDGET. In accordance with Section 189.016, Florida Statutes, the District’s Secretary is further directed to post the approved Proposed Budget on the District’s website at least two days before the budget hearing date as set forth in Section 2, and shall remain on the website for at least 45 days.
PUBLICATION OF NOTICE. Notice of this public hearing shall be provided in the manner prescribed in Florida law.

SEVERABILITY. The invalidity or unenforceability of any one or more provisions of this Resolution shall not affect the validity or enforceability of the remaining portions of this Resolution, or any part thereof.

EFFECTIVE DATE. This Resolution shall take effect immediately upon adoption.

PASSED AND ADOPTED this 4th day of May, 2022.

ATTEST:	TOHOQUA COMMUNITY
DEVELOPMENT DISTRICT

Secretary / Assistant Secretary	Chairperson, Board of Supervisors

Exhibit A: Proposed Budget FY 2022/2023

Tohoqua
Community Development District

Proposed Budget
FY2023

Table of Contents

1-3	General Fund	

4-11	

General Fund Narrative	

12	

Capital Reserve Fund	

13	

Debt Service Fund Series 2018	

14-15	

Amortization Schedule Series 2018	

16	

Debt Service Fund Series 2021 Phase 2	

17-18	

Amortization Schedule Series 2021 Phase 2	

19	

Debt Service Fund Series 2021 Phase 4A/5A	

20-21	

Amortization Schedule Series 2021 Phase 4A/5A	

	Adopted Budget	Actual thru	Projected Next 6	Total thru	Proposed Budget	
Description	FY2022	3/31/22	Months	9/31/22	FY2023	

Revenues

Developer Contributions	$	220,146	$	-	$	-	$	-	$	140,537	
Assessments - Tax Collector	$	387,600	$	380,534	$	7,065	$	387,600	$	660,211						
Assessments - Direct	$	579,241	$	350,635	$	228,607	$	579,241	$	550,638						
Assessments - Direct (Administrative)	$	88,884	$	88,884	$	-	$	88,884	$	41,288						
Cost Share Revenue	$	-	$	-	$	-	$	-	$	10,200						
Special Events Revenue	$	12,000	$	4,580	$	6,000	$	10,580	$	12,000						
Total Revenues	$ 1,287,871	$	824,633	$	241,672	$ 1,066,305	$ 1,414,873						

Expenditures											
Administrative											
Supervisor Fees	$	12,000	$	2,200	$	4,800	$	7,000	$	12,000						
FICA Expense	$	918	$	168	$	367	$	536	$	918						
Engineering	$	12,000	$	274	$	19,500	$	19,774	$	12,000						
Attorney	$	25,000	$	6,674	$	9,000	$	15,674	$	25,000						
Annual Audit	$	6,600	$	-	$	5,500	$	5,500	$	7,600						
Assessment Administration	$	7,500	$	7,500	$	-	$	7,500	$	10,000						
Arbitrage	$	1,350	$	900	$	450	$	1,350	$	2,250						
Dissemination	$	10,000	$	5,000	$	5,000	$	10,000	$	15,000						
Trustee Fees	$	11,152	$	3,717	$	7,435	$	11,152	$	18,587						
Management Fees	$	37,132	$	18,566	$	18,566	$	37,132	$	40,000						
Information Technology	$	1,800	$	900	$	900	$	1,800	$	1,800						
Website Maintenance	$	1,200	$	600	$	600	$	1,200	$	1,200						
Telephone	$	300	$	-	$	150	$	150	$	300						
Postage	$	1,000	$	50	$	500	$	550	$	1,000						
Insurance	$	6,000	$	5,570	$	-	$	5,570	$	6,684						
Printing & Binding	$	3,000	$	687	$	1,500	$	2,187	$	3,000						
Legal Advertising	$	3,800	$	168	$	3,632	$	3,800	$	3,800						
Other Current Charges	$	2,500	$	551	$	1,250	$	1,801	$	2,500						
Office Supplies	$	625	$	33	$	313	$	345	$	625						
Dues, Licenses & Subscriptions	$	175	$	175	$	-	$	175	$	175						
Total Administrative:	$	144,052	$	53,734	$	79,463	$	133,197	$	164,439						

Operations & Maintenance											
Contract Services
Field Management	
$	20,600	
$	10,300	
$	10,300	
$	20,600	
$	21,630						
Amenities Management	$	37,080	$	18,540	$	12,360	$	30,900	$	125,000						
Landscape Maintenance	$	469,372	$	111,040	$	185,094	$	296,135	$	483,172						
Lake Maintenance	$	52,440	$	4,240	$	9,460	$	13,700	$	35,000						
Wetland Maintenance	$	12,100	$	3,200	$	4,800	$	8,000	$	12,100						
Wetland Mitigation Reporting	$	9,600	$	6,600	$	3,000	$	9,600	$	9,600						
Pool Maintenance	$	20,820	$	10,410	$	10,410	$	20,820	$	20,820						
Pest Control	$	780	$	390	$	390	$	780	$	780						
Janitorial Services	$	45,000	$	10,400	$	15,840	$	26,240	$	30,000						
Contract Services Subtotal:	$	667,792	$	175,121	$	251,655	$	426,775	$	738,102						

	Adopted Budget	Actual thru	Projected Next 6	Total thru	Proposed Budget	
Description	FY2022	3/31/22	Months	9/31/22	FY2023	
Repairs & Maintenance						
Landscape Replacement	$	25,000	$	1,069	$	12,500	$	13,569	$	25,000	
Irrigation Repairs	$	3,000	$	1,250	$	1,500	$	2,750	$	3,000	
Stormwater Inspections	$	14,400	$	-	$	7,200	$	7,200	$	12,900	
General Repairs & Maintenance	$	10,000	$	1,959	$	5,000	$	6,959	$	10,000	
Alleyway & Sidewalk Maintenance	$	3,000	$	-	$	1,500	$	1,500	$	3,000	
Signage	$	1,500	$	-	$	750	$	750	$	1,500	
Walls - Repair/Cleaning	$	1,500	$	-	$	750	$	750	$	1,500	
Fencing	$	250	$	-	$	125	$	125	$	1,500	
Repairs & Maintenance Subtotal:	$	58,650	$	4,278	$	29,325	$	33,603	$	58,400	

Utilities						
Amenity Center - Electric	$	19,000	$	9,182	$	9,600	$	18,782	$	21,120	
Amenity Center - Water	$	6,500	$	3,898	$	4,200	$	8,098	$	9,240	
Electric	$	5,000	$	97	$	90	$	187	$	2,500	
Water & Sewer	$	54,500	$	6,792	$	35,000	$	41,792	$	70,000	
Streetlights	$	150,000	$	28,111	$	31,800	$	59,911	$	150,000	
Utilities Subtotal:	$	235,000	$	48,079	$	80,690	$	128,769	$	252,860	

Amenities						
Property Insurance	$	25,000	$	23,054	$	-	$	23,054	$	27,665	
Pool Attendants	$	12,500	$	-	$	12,500	$	12,500	$	12,500	
Facility Maintenance	$	-	$	-	$	-	$	-	$	53,000	
Security Patrol	$	30,000	$	-	$	-	$	-	$	-	
Pool Repairs & Maintenance	$	15,000	$	8,529	$	7,500	$	16,029	$	15,000	
Pool Permits	$	325	$	-	$	325	$	325	$	325	
Access Cards & Equipment Supplies	$	2,390	$	5,144	$	1,195	$	6,339	$	6,000	
Fire Alarm & Security Monitoring	$	1,000	$	-	$	210	$	210	$	420	
Fire Alarm & Security Monitoring Repairs	$	2,000	$	-	$	1,000	$	1,000	$	2,000	
Fire Extinguisher Inspections	$	100	$	85	$	-	$	85	$	100	
Amenity Signage	$	2,000	$	883	$	1,117	$	2,000	$	2,000	
Repairs & Maintenance	$	17,500	$	8,837	$	8,750	$	17,587	$	5,000	
Office Supplies	$	1,500	$	120	$	750	$	870	$	1,000	
Operating Supplies	$	5,000	$	2,260	$	2,500	$	4,760	$	5,000	
Special Events	$	15,000	$	9,770	$	7,500	$	17,270	$	18,000	
Termite Bond	$	300	$	-	$	300	$	300	$	300	
Holiday Décor	$	12,500	$	-	$	12,500	$	12,500	$	12,500	
Amenities Subtotal:	$	142,115	$	58,682	$	56,147	$	114,829	$	160,810	
Other						
Contingency	$	25,000	$	562	$	12,500	$	13,062	$	25,000	
Capital Reserve	$	15,262	$	-	$	15,262	$	15,262	$	15,262	
Other Subtotal:	$	40,262	$	562	$	27,762	$	28,324	$	40,262	
						
Total Operations & Maintenance:	$ 1,143,819	$	286,721	$	445,579	$	732,300	$ 1,250,434	
						
Total Expenditures	$ 1,287,871	$	340,455	$	525,041	$	865,497	$ 1,414,873	
						
Excess Revenues/(Expenditures)	$	-	$	484,177	$	(283,369)	$	200,808	$	0	
Community Development District
General Fund - Assessments

Phase 1 - Mattamy - Tax Roll
Townhouse	101	0.6	$	47,280	$	50,298	$468.12	$498.00	
Single-Family 40'	69	0.8	$	47,348	$	50,370	$686.20	$730.00	
Single-Family 45'	97	0.9	$	74,950	$	79,734	$772.68	$822.00	
Single-Family 55'	61	1.1	$	57,569	$	61,244	$943.76	$1,004.00	
Single-Family 70'	1	1.4	$	1,201	$	1,278	$1,201.32	$1,278.00	

Phase 2 - Lennar - Tax Roll
Single-Family 32'	115	0.65	$	63,130	$	67,160	$548.96	$584.00	
Single-Family 50'	112	1	$	96,121	$  102,256	$858.22	$913.00	

Phase 4A/5A - Pulte - Tax Roll
Multi-Family-Duplex	68	0.6	$	31,832	$	33,864	$468.12	$498.00	
Single-Family 32'	57	0.65	$	31,291	$	33,288	$548.96	$584.00	
Single-Family 40'	37	0.8	$	25,389	$	27,010	$686.20	$730.00	
Single-Family 50'	87	1	$	74,665	$	79,431	$858.22	$913.00	

Phase 4B - Pulte - Tax Roll
Single-Family 32'	67	0.65	$	36,780	$	39,128	$548.96	$584.00	
Single-Family 40'	38	0.8	$	26,076	$	27,740	$686.20	$730.00	
Single-Family 50'	21	1	$	18,023	$	19,173	$858.22	$913.00	

Phase 6 - Lennar - Tax Roll
Townhouse	61	0.6
$	28,555
$	30,378
$468.12	$498.00
Phase 3 & 7 - Lennar - Direct
Phase 4C - Pulte - Direct
Townhouse	90	0.6	$	42,131	$	44,820	$468.12	$498.00	
Single-Family 32'	25	0.65	$	13,724	$	14,600	$548.96	$584.00	
Single-Family 40'	102	0.8	$	69,992	$	74,460	$686.20	$730.00	
Single-Family 50'	32	1	$	27,463	$	29,216	$858.22	$913.00	

Phase 5B- Pulte - Direct							
Multi-Family-Duplex	70	0.6	$	38,427	$	40,880	$548.96	$584.00	
Single-Family 50'	61	1	$	52,351	$	55,693	$858.22	$913.00	

Revenues:

Assessments

The District will levy a non-ad valorem assessment on all the assessable property within the District in order to pay for the operating expenditures during the fiscal year.

Special Events Revenue

Represents fees collected by the onsite management company related to various special events operated by the District.

Expenditures:

Administrative:

Supervisor Fees

Chapter 190, Florida Statutes, allows for each Board member to receive $200 per meeting, not to exceed $4,800 per year paid to each Supervisor for the time devoted to District business and meetings.

FICA Expense

Represents the Employer’s share of Social Security and Medicare taxes withheld from Board of Supervisor checks.

Engineering

The District's engineer, Poulos & Bennett, LLC, provides general engineering services to the District, e.g. attendance and preparation for monthly board meetings, review invoices and various projects as directed by the Board of Supervisors and the District Manager.

Attorney

The District's legal counsel, Latham, Luna, Eden & Beaudine, LLP, provides general legal services to the District, e.g. attendance and preparation for monthly meetings, preparation for Board meetings, preparation and review of agreements, resolutions, and other research as directed by the Board of Supervisors and the District Manager.

Annual Audit

The District is required by Florida Statutes to arrange for an independent audit of its financial records on an annual basis. The District is currently contracted with Grau & Associates.

Assessment Administration

The District is contracted with Governmental Management Services – Central Florida, LLC to levy and administer the collection of non-ad valorem assessment on all assessable property within the District.

Arbitrage

The District has contracted with AMTEC, an independent certified public accountant to annually calculate the District’s Arbitrage Rebate Liability on the Series 2018, Series 2021 Phase 2 & Series 2021 Phase 4A/5A Special Assessment Revenue Bonds.

Dissemination

The District is required by the Security and Exchange Commission to comply with Rule 15c2- 12(b)(5) which relates to additional reporting requirements for unrated bond issues. Governmental Management Services – Central Florida, LLC completes these reporting requirements.

Trustee Fees

The District issued the Series 2018, Series 2021 Phase 2 & Series 2021 Phase 4A/5A Special Assessment Revenue Bonds that are deposited with a Trustee at USBank.

Management Fees

The District receives Management, Accounting and Administrative services as part of a Management Agreement with Governmental Management Services-Central Florida, LLC. The services include but are not limited to, recording and transcription of board meetings, administrative services, budget preparation, all financial reports, annual audits, etc.

Information Technology

Represents costs related to the District’s information systems, which include but are not limited to video conferencing services, cloud storage services and servers, security, accounting software, etc. Governmental Management Services – Central Florida, LLC provides these systems.

Website Maintenance

Represents the costs associated with monitoring and maintaining the District’s website created in accordance with Chapter 189, Florida Statutes. These services include site performance assessments, security and firewall maintenance, updates, document uploads, hosting and domain renewals, website backups, etc. Governmental Management Services – Central Florida, LLC provides these services.

Telephone

Telephone and fax machine.

Postage

Mailing of agenda packages, overnight deliveries, correspondence, etc.

Insurance

The District’s general liability and public official’s liability insurance coverage is provided by the Florida Insurance Alliance (FIA). FIA specializes in providing insurance coverage to governmental agencies.

Printing & Binding

Printing and binding agenda packages for board meetings, printing of computerized checks, stationary, envelopes etc.

Legal Advertising

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

Other Current Charges

Bank charges and any other miscellaneous expenses incurred during the year.

Office Supplies

Miscellaneous office supplies.

Dues, Licenses & Subscriptions

The District is required to pay an annual fee to the Florida Department of Economic Opportunity for $175. This is the only expense under this category for the District.

Operations & Maintenance:

Contract Services:

Field Management

The District is contracted with Governmental Management Services-Central Florida, LLC for onsite field management of contracts for the District such as landscape and lake maintenance. Services include onsite inspections, meetings with contractors, monitoring of utility accounts, attend Board meetings and receive and respond to property owner phone calls and emails.

Amenities Management

The District has contracted with Community Association and Lifestyle Management, LLC to provide amenity center management services, amenity operations services and programming services.

 Landscape Maintenance

Represents the estimated maintenance of the landscaping within the common areas of the District after the installation of landscape material has been completed. The District is currently contracted with United Landscapes for these services.

Description	Monthly	Annually	
Cross Prairie Parkway	$3,668	$44,020	
2 Additional Ponds	$700	$8,400	
Phase 1 (excludes Cross Prairie Parkway)	$5,943	$71,320	
Amenity Center	$1,744	$20,925	
Amenity Center Pond	$1,167	$14,000	
East Cross Prairie Parkway	$3,885	$46,620	
Estimated West Cross Prairie Parkway	$1,505	$18,060	
Phase 2	$2,555	$30,660	
Estimated Phase 3	$2,631	$31,572	
Estimated Phase 4	$5,519	$66,228	
Estimated Phase 5	$1,060	$12,720	
Estimated Phase 6	$4,296	$51,555	
Estimated Phase 7	$5,591		$67,092 	
Total		$483,172	

Lake Maintenance

Represents the costs of aquatic management services for the District’s lakes. Services include monthly inspections and/or treatments needed to maintain control of noxious vegetation growth within the lakes. The District is currently contracted with Sunshine Land Management for these services.

Description	Monthly	Annually	
Phase 1, 2 & 3 Ponds	$480	$5,760	
Amenity Pond	$50	$600	
Estimated Phase 4 Ponds	$890	$10,680	
Estimated Phase 5 Ponds	$140	$1,680	
Estimated Phase 7 Ponds	$310	$3,720	
Dump Fees	$200	$2,400	
Water Analysis Testing	$100	$1,200	
Algae Control		$2,000	
Contingency			$6,960 	
Total		$35,000	

Wetland Maintenance

BioTech Consulting, Inc. provides maintenance services on the District’s wetlands. These services include quarterly maintenance consisting of herbicide treatments and water level monitoring.

Description	Quarterly	Annually	
Mitigation Maintenance	$1,600	$6,400	
Water Level Monitoring	$800	$3,200	
Estimated Project Coordination			$2,500 	
Total		$12,100	

Wetland Mitigation Monitoring

The District will incur costs related to mitigation reporting for its wetlands. BioTech Consulting, Inc. conducts a semi annual mitigation monitoring report as well as an annual mitigation report detailing all of the monitoring events conducted. These reports are submitted to respective agencies for permit conditions.

Description	Event	Annually	
Semi – Annual Mitigation Monitoring	$3,000	$6,000	
Annual Mitigation Report	$3,600		$3,600 	
Total		$9,600	

Pool Maintenance

Represents the costs of regular cleaning of the District’s pool. This service is provided by Roberts Pool Service and Repair, Inc.

Description	Monthly	Annually	
5 times per week
Total	$1,735		$20,820 
$20,820	

Pest Control

The District is contracted with Pro-Staff Termite & Pest Control, LLC for integrated pest management and rodent control.

Description	Monthly	Annually	
Pest Control
Total	$65		$780 
$780	

Janitorial Services

The District is contracted with Westwood Interior Cleaning, Inc. to provide janitorial services for the amenity center. Amounts are based on two cleaning services per week.

Description	Monthly	Annually	
Janitorial Services - $225 per service	$1,950	$23,400	
Janitorial Services – Holidays		$1,350	
Supplies			$5,250 	
Total		$30,000	

Repairs & Maintenance

Landscape Replacement

Represents estimated costs related to the replacement of any landscaping needed throughout the fiscal year.

Irrigation Repairs

The District will incur costs related to repairing and maintaining its irrigation systems. The amount is based on estimated costs.

Stormwater Inspections

Represents the estimated costs of inspecting the District’s stormwater systems.

General Repairs & Maintenance

Represents estimated costs for the general repairs and maintenance of various facilities throughout the District.

Alleyway & Sidewalk Maintenance

The District will incur costs related to maintaining the alleyways and sidewalks within its boundaries. The amount is estimated.

Signage

Represents estimated costs to replace miscellaneous signs throughout the fiscal year.

Walls – Repair/Cleaning

Represents estimated costs of repairing and cleaning walls maintained by the District.

Fencing

Represents estimated costs for maintaining fences during the fiscal year.

Utilities:

Amenity Center - Electric

Represents estimated electric charges for the District’s pool.

Amenity Center – Water

Represents estimated water charges for the District’s pool.

Electric

Represents estimated electric charges of common areas throughout the District.

Water & Sewer

Represents estimated costs for water and refuse services provided for common areas throughout the District.

Streetlights

Represents the cost to maintain street lights within the District Boundaries that are expected to be in place throughout the fiscal year.

Amenities:

Property Insurance

The District will incur fees to insure items owned by the District for its property needs. Coverage is provided by Florida Insurance Alliance (FIA). FIA specializes in providing insurance coverage for government agencies.

Pool Attendants

Represents the estimated cost of having pool attendants during certain times throughout the operating season for the pool.

Facility Maintenance

The District has contracted with Governmental Management Services – Central Florida, LLC to provide routine repairs and maintenance on the District’s common areas and amenities.

Pool Repairs & Maintenance

Estimated miscellaneous pool maintenance costs not included under the District’s regular pool agreement.

Pool Permits

Represents annual costs of required pool permits paid to the Florida Department of Health.

Access Cards & Equipment Supplies

Represents the estimated cost for providing and maintaining an access card system.

Fire Alarm & Security Monitoring

Represents estimated costs of maintaining fire alarm and security systems for the amenity facilities within the District.

Fire Alarm & Security Monitoring Repairs

Represents estimated costs of maintaining and repairing the fire alarm and security systems.

Fire Extinguisher Inspections

Represents the annual cost of inspecting the fire extinguishers.

Amenity Signage

Represents estimated costs to obtain amenity signage necessary throughout the fiscal year.

Repairs & Maintenance

Represents estimated costs for general repairs and maintenance of the District’s amenities.

Office Supplies

Represents the cost of daily office supplies required by the District to facilitate operations.

Operating Supplies

Represents estimated costs of supplies purchased for operating and maintaining common areas.

Special Events

The onsite management company for the District will coordinate and provide various special events throughout the year. The amount represents estimated costs related to supplies, notices and other items to run these events.

Termite Bond

The District will incur annual fees for the termite bonds of its amenity facilities.

Holiday Décor

The District will incur costs related to the decoration of common areas during the Holidays.

Other:

Contingency

Represents funds allocated to expenses that the District could incur throughout the fiscal year that do not fit into any standard category.

Capital Reserve
The District will fund an annual amount for future cost related to replacement and repair of capital assets of the District. Upon completion, the District may have a Capital Reserve study prepared to ensure annually funding levels are sufficient.

Adopted Budget	Capital Reserve Fund Fiscal Year 2023
Actual thru	

Projected Next 6	

Total thru	

Proposed Budget	
Description	FY2022	3/31/22	Months	9/31/22	FY2023	

Revenues					
Transfer In	$	15,262	$	-	$	15,262	$	15,262	$	15,262	
Carry Forward Surplus	$	15,262	$	-	$	-	$	-	$	15,262	
Total Revenues	$	30,524	$	-	$	15,262	$	15,262	$	30,524	

Expenditures					
Capital Outlay	$	-	$	-	$	-	$	-	$	-	
Total Expenditures	$	-	$	-	$	-	$	-	$	-	
					
Excess Revenues/(Expenditures)	$	30,524	$	-	$	15,262	$	15,262	$	30,524	
Debt Service Fund - Series 2018 Fiscal Year 2023

	Adopted Budget	Actual thru	Projected Next 6	Total thru	Proposed Budget	
Description	FY2022	3/31/22	Months	9/31/22	FY2023	

Revenues						
Special Assessments	$	137,458	$	134,949	$	2,509	$	137,458	$	137,458	
Interest	$	-	$	4	$	-	$	4	$	-	
Carry Forward Surplus	$	67,273	$	68,279	$	-	$	68,279	$	67,846	
Total Revenues	$	204,731	$	203,232	$	2,509	$	205,741	$	205,303	

Expenditures						
Interest Payment - 11/01	$	48,948	$	48,948	$	-	$	48,948	$	48,008	
Principal Payment - 05/01	$	40,000	$	-	$	40,000	$	40,000	$	40,000	
Interest Payment - 05/01	$	48,948	$	-	$	48,948	$	48,948	$	48,008	
Total Expenditures	$	137,895	$	48,948	$	88,948	$	137,896	$	136,015	
						
Excess Revenues/(Expenditures)	$	66,836	$	154,284	$	(86,439)	$	67,846	$	69,288	

Carry forward surplus is net of Reserves.
 Interest 11/1/23	$47,068	

Net Assessments	$137,458 Add: Discounts & Collection 		$8,774 
Gross Assessments 	$146,232 

Product Type	

No. of Units	
Annual Debt Service	Per Unit Net Debt
Assessment	Per Unit Gross Debt
Assessment		
Townhouse	101	$	28,482	$282.00	$300.00		
Single-Family 40'	69	$	28,509	$413.18	$439.55		
Single-Family 45'	97	$	45,089	$464.83	$494.50		
Single-Family 55'	61	$	34,655	$568.12	$604.38		
Single-Family 70'	1	$	723	$723.06	$769.21		
	329	$	137,458				
	Series	2018 Special Assessment Bonds Amortization Schedule				
Date		Balance	Principal	Interest	Total		
						
11/01/22	$	2,020,000.00	$	-	$	48,007.50	$	136,955.00		
05/01/23	$	2,020,000.00	$	40,000.00	$	48,007.50			
11/01/23	$	1,980,000.00	$	-	$	47,067.50	$	135,075.00		
05/01/24	$	1,980,000.00	$	45,000.00	$	47,067.50			
11/01/24	$	1,935,000.00	$	-	$	46,010.00	$	138,077.50		
05/01/25	$	1,935,000.00	$	45,000.00	$	46,010.00			
11/01/25	$	1,890,000.00	$	-	$	44,952.50	$	135,962.50		
05/01/26	$	1,890,000.00	$	45,000.00	$	44,952.50			
11/01/26	$	1,845,000.00	$	-	$	43,895.00	$	133,847.50		
05/01/27	$	1,845,000.00	$	50,000.00	$	43,895.00			
11/01/27	$	1,795,000.00	$	-	$	42,720.00	$	136,615.00		
05/01/28	$	1,795,000.00	$	50,000.00	$	42,720.00			
11/01/28	$	1,745,000.00	$	-	$	41,545.00	$	134,265.00		
05/01/29	$	1,745,000.00	$	55,000.00	$	41,545.00			
11/01/29	$	1,690,000.00	$	-	$	40,252.50	$	136,797.50		
05/01/30	$	1,690,000.00	$	55,000.00	$	40,252.50			
11/01/30	$	1,635,000.00	$	-	$	38,960.00	$	134,212.50		
05/01/31	$	1,635,000.00	$	60,000.00	$	38,960.00			
11/01/31	$	1,575,000.00	$	-	$	37,550.00	$	136,510.00		
05/01/32	$	1,575,000.00	$	60,000.00	$	37,550.00			
11/01/32	$	1,515,000.00	$	-	$	36,140.00	$	133,690.00		
05/01/33	$	1,515,000.00	$	65,000.00	$	36,140.00			
11/01/33	$	1,450,000.00	$	-	$	34,612.50	$	135,752.50		
05/01/34	$	1,450,000.00	$	70,000.00	$	34,612.50			
11/01/34	$	1,380,000.00	$	-	$	32,967.50	$	137,580.00		
05/01/35	$	1,380,000.00	$	70,000.00	$	32,967.50			
11/01/35	$	1,310,000.00	$	-	$	31,322.50	$	134,290.00		
05/01/36	$	1,310,000.00	$	75,000.00	$	31,322.50			
11/01/36	$	1,235,000.00	$	-	$	29,560.00	$	135,882.50		
05/01/37	$	1,235,000.00	$	80,000.00	$	29,560.00			
11/01/37	$	1,155,000.00	$	-	$	27,680.00	$	137,240.00		
05/01/38	$	1,155,000.00	$	80,000.00	$	27,680.00			
11/01/38	$	1,075,000.00	$	-	$	25,800.00	$	133,480.00		
05/01/39	$	1,075,000.00	$	85,000.00	$	25,800.00			
11/01/39	$	990,000.00	$	-	$	23,760.00	$	134,560.00		
05/01/40	$	990,000.00	$	90,000.00	$	23,760.00			
11/01/40	$	900,000.00	$	-	$	21,600.00	$	135,360.00		
05/01/41	$	900,000.00	$	95,000.00	$	21,600.00			
11/01/41	$	805,000.00	$	-	$	19,320.00	$	135,920.00		
05/01/42	$	805,000.00	$	100,000.00	$	19,320.00			
11/01/42	$	705,000.00	$	-	$	16,920.00	$	136,240.00		
05/01/43	$	705,000.00	$	105,000.00	$	16,920.00			
11/01/43	$	600,000.00	$	-	$	14,400.00	$	136,320.00		
	Series	2018 Special Assessment Amortization Schedule	Bonds			
Date		Balance	Principal	Interest	Total	

05/01/44	
$	
600,000.00	
$	110,000.00	
$	14,400.00		
11/01/44	$	490,000.00	$	-	$	11,760.00	$	136,160.00	
05/01/45	$	490,000.00	$	115,000.00	$	11,760.00		
11/01/45	$	375,000.00	$	-	$	9,000.00	$	135,760.00	
05/01/46	$	375,000.00	$	120,000.00	$	9,000.00		
11/01/46	$	255,000.00	$	-	$	6,120.00	$	135,120.00	
05/01/47	$	255,000.00	$	125,000.00	$	6,120.00		
11/01/47	$	130,000.00	$	-	$	3,120.00	$	134,240.00	
05/01/48	$	130,000.00	$	130,000.00	$	3,120.00	$	133,120.00	
			$	2,020,000.00	$	1,550,085.00	$	3,659,032.50	
Debt Service Fund - Series 2021 Phase 2 Fiscal Year 2023

	Adopted Budget	Actual thru	Projected Next 6	Total thru	Proposed Budget	
Description	FY2022	3/31/22	Months	9/31/22	FY2023	

Revenues						
Special Assessments	$	144,764	$	142,126	$	2,638	$	144,764	$	144,764	
Interest	$	-	$	3	$	-	$	3	$	-	
Carry Forward Surplus	$	45,024	$	45,025	$	-	$	45,025	$	44,749	
Total Revenues	$	189,788	$	187,155	$	2,638	$	189,792	$	189,513	

Expenditures						
Interest Payment - 11/01	$	45,022	$	45,022	$	-	$	45,022	$	44,369	
Principal Payment - 05/01	$	55,000	$	-	$	55,000	$	55,000	$	55,000	
Interest Payment - 05/01	$	45,022	$	-	$	45,022	$	45,022	$	44,369	
Total Expenditures	$	145,044	$	45,022	$	100,022	$	145,044	$	143,738	
						
Excess Revenues/(Expenditures)	$	44,744	$	142,133	$	(97,384)	$	44,749	$	45,775	

Carry forward surplus is net of Reserves.
  Interest 11/1/23	$43,716	

Net Assessments	$144,764 Add: Discounts & Collection 		$9,240 
Gross Assessments 	$154,004 

Product Type	No. of Units	
Annual Debt Service	Per Unit
Net Debt Assessment	Per Unit
Gross Debt Assessment		
Single-Family 32'	115	$	57,944	$503.87	$536.03	
Single-Family 50'	112	$	86,820	$775.18	$824.66	
	227	$	144,764			
Series 2021 Special Assessment Bonds Phase 2 Project Amortization Schedule

11/01/22	$	2,525,000.00	$	-	$	44,368.75	$	144,390.63	
05/01/23	$	2,525,000.00	$	55,000.00	$	44,368.75		
11/01/23	$	2,470,000.00	$	-	$	43,715.63	$	143,084.38	
05/01/24	$	2,470,000.00	$	55,000.00	$	43,715.63		
11/01/24	$	2,415,000.00	$	-	$	43,062.50	$	141,778.13	
05/01/25	$	2,415,000.00	$	55,000.00	$	43,062.50		
11/01/25	$	2,300,000.00	$	-	$	42,409.38	$	140,471.88	
05/01/26	$	2,300,000.00	$	60,000.00	$	42,409.38		
11/01/26	$	2,300,000.00	$	-	$	41,696.88	$	144,106.25	
05/01/27	$	2,300,000.00	$	60,000.00	$	41,696.88		
11/01/27	$	2,240,000.00	$	-	$	40,834.38	$	142,531.25	
05/01/28	$	2,240,000.00	$	60,000.00	$	40,834.38		
11/01/28	$	2,180,000.00	$	-	$	39,971.88	$	140,806.25	
05/01/29	$	2,180,000.00	$	65,000.00	$	39,971.88		
11/01/29	$	2,115,000.00	$	-	$	39,037.50	$	144,009.38	
05/01/30	$	2,115,000.00	$	65,000.00	$	39,037.50		
11/01/30	$	2,050,000.00	$	-	$	38,103.13	$	142,140.63	
05/01/31	$	2,050,000.00	$	65,000.00	$	38,103.13		
11/01/31	$	1,985,000.00	$	-	$	37,168.75	$	140,271.88	
05/01/32	$	1,985,000.00	$	70,000.00	$	37,168.75		
11/01/32	$	1,915,000.00	$	-	$	35,987.50	$	143,156.25	
05/01/33	$	1,915,000.00	$	70,000.00	$	35,987.50		
11/01/33	$	1,845,000.00	$	-	$	34,806.25	$	140,793.75	
05/01/34	$	1,845,000.00	$	75,000.00	$	34,806.25		
11/01/34	$	1,770,000.00	$	-	$	33,540.63	$	143,346.88	
05/01/35	$	1,770,000.00	$	75,000.00	$	33,540.63		
11/01/35	$	1,695,000.00	$	-	$	32,275.00	$	140,815.63	
05/01/36	$	1,695,000.00	$	80,000.00	$	32,275.00		
11/01/36	$	1,615,000.00	$	-	$	30,925.00	$	143,200.00	
05/01/37	$	1,615,000.00	$	80,000.00	$	30,925.00		
11/01/37	$	1,535,000.00	$	-	$	29,575.00	$	140,500.00	
05/01/38	$	1,535,000.00	$	85,000.00	$	29,575.00		
11/01/38	$	1,450,000.00	$	-	$	28,140.63	$	142,715.63	
05/01/39	$	1,450,000.00	$	90,000.00	$	28,140.63		
11/01/39	$	1,360,000.00	$	-	$	26,621.88	$	144,762.50	
05/01/40	$	1,360,000.00	$	90,000.00	$	26,621.88		
11/01/40	$	1,175,000.00	$	-	$	25,103.13	$	141,725.00	
05/01/41	$	1,175,000.00	$	95,000.00	$	25,103.13		
11/01/41	$	1,175,000.00	$	-	$	23,500.00	$	143,603.13	
05/01/42	$	1,175,000.00	$	95,000.00	$	23,500.00		
11/01/42	$	1,080,000.00	$	-	$	21,600.00	$	140,100.00	
05/01/43	$	1,080,000.00	$	100,000.00	$	21,600.00		
11/01/43	$	980,000.00	$	-	$	19,600.00	$	141,200.00	
Series 2021 Special Assessment Bonds Phase 2 Project Amortization Schedule

Date		Balance	Principal	Interest	Total	

05/01/44	
$	
980,000.00	
$	105,000.00	
$	19,600.00		
11/01/44	$	875,000.00	$	-	$	17,500.00	$	142,100.00	
05/01/45	$	875,000.00	$	110,000.00	$	17,500.00		
11/01/45	$	765,000.00	$	-	$	15,300.00	$	142,800.00	
05/01/46	$	765,000.00	$	115,000.00	$	15,300.00		
11/01/46	$	650,000.00	$	-	$	13,000.00	$	143,300.00	
05/01/47	$	650,000.00	$	120,000.00	$	13,000.00		
11/01/47	$	530,000.00	$	-	$	10,600.00	$	143,600.00	
05/01/48	$	530,000.00	$	125,000.00	$	10,600.00	$	-	
11/01/48	$	405,000.00	$	-	$	8,100.00	$	143,700.00	
05/01/49	$	405,000.00	$	130,000.00	$	8,100.00	$	-	
11/01/49	$	275,000.00	$	-	$	5,500.00	$	143,600.00	
05/01/50	$	275,000.00	$	135,000.00	$	5,500.00	$	-	
11/1/50	$	140,000.00	$	-	$	2,800.00	$	143,300.00	
5/1/51	$	140,000.00	$	140,000.00	$	2,800.00	$	142,800.00	
			$	2,525,000.00	$	1,649,687.50	$	4,274,709.38	
Debt Service Fund - Series 2021 Phase 4A/5A Fiscal Year 2023

	Adopted Budget	Actual thru	Projected Next 6	Total thru	Proposed Budget	
Description	FY2022	3/31/22	Months	9/31/22	FY2023	

Revenues						
Special Assessments	$	150,700	$	113,026	$	37,674	$	150,700	$	150,700	
Interest	$	-	$	3	$	-	$	3	$	-	
Carry Forward Surplus	$	48,031	$	48,033	$	-	$	48,033	$	47,676	
Total Revenues	$	198,731	$	161,061	$	37,674	$	198,736	$	198,376	

Expenditures						
Interest Payment - 11/01	$	48,030	$	48,030	$	-	$	48,030	$	47,343	
Principal Payment - 05/01	$	55,000	$	-	$	55,000	$	55,000	$	55,000	
Interest Payment - 05/01	$	48,030	$	-	$	48,030	$	48,030	$	47,343	
Total Expenditures	$	151,060	$	48,030	$	103,030	$	151,060	$	149,685	
						
Excess Revenues/(Expenditures)	$	47,671	$	113,031	$	(65,356)	$	47,676	$	48,691	

Carry forward surplus is net of Reserves.
  Interest 11/1/23	$46,655	

Net Assessments	$150,700 Add: Discounts & Collection 		$9,619 
Gross Assessments 	$160,319 

Product Type	

No. of Units	
Annual Debt Service	Per Unit Net Debt
Assessment	Per Unit Gross Debt
Assessment	
Multi-Family-Duplex 33'	68	$	31,620	$465.01	$494.69	
Single-Family 32'	57	$	28,714	$503.76	$535.91	
Single-Family 40'	37	$	22,940	$620.01	$659.58	
Single-Family 50'	87	$	67,426	$775.01	$824.48	
	249	$	150,700			
Series 2021 Special Assessment Bonds Phase 4A/5A Project Amortization Schedule

-
,000.00
-
,000.00
-
,000.00
-
,000.00
-
,000.00
-
,000.00
-
,000.00
-
,000.00
-
,000.00
-
,000.00
-
,000.00
-
,000.00
-
,000.00
-
,000.00
-
,000.00
-
,000.00
-
,000.00
-
,000.00
-
,000.00
-
,000.00
-
,000.00
-
,000.00
-
,000.00
-
,000.00
-
Series 2021 Special Assessment Bonds Phase 4A/5A Project Amortization Schedule

Date		Balance	Principal	Interest	Total	

05/01/47	
$	
675,000.00	
$	125,000.00	
$	13,500.00		
11/01/47	$	550,000.00	$	-	$	11,000.00	$	149,500.00	
05/01/48	$	550,000.00	$	130,000.00	$	11,000.00		
11/01/48	$	420,000.00	$	-	$	8,400.00	$	149,400.00	
05/01/49	$	420,000.00	$	135,000.00	$	8,400.00		
11/01/49	$	285,000.00	$	-	$	5,700.00	$	149,100.00	
05/01/50	$	285,000.00	$	140,000.00	$	5,700.00		
11/01/50	$	145,000.00	$	-	$	2,900.00	$	148,600.00	
05/01/51	$	145,000.00	$	145,000.00	$	2,900.00	$	147,900.00	
			$	2,605,000.00	$	1,746,451.25	$	4,454,481.25	

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Tohoqua
Community Development District
Summary of Operating Checks

March 30, 2022 to April 26, 2022

Bank	Date	Check No.'s	Amount	

General Fund	
4/5/22	
485-488	
$	1,997.50	
	4/13/22	489-494	$	10,456.44	
	4/20/22	495-497	$	3,676.12	
	4/22/22	498-502	$	35,492.27	
			$	51,622.33	
			$	51,622.33	
AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	4/27/22	PAGE	1
*** CHECK DATES 03/30/2022 - 04/26/2022 ***	TOHOQUA - GENERAL FUND
BANK A GENERAL FUND
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...	VENDOR NAME	STATUS	AMOUNT	....CHECK.....
DATE	DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS	AMOUNT	#
4/05/22 00002 10/31/21 205	202110 330-53800-48200	*	160.00
POOL GATE REPAIRS
GOVERNMENTAL MANAGEMENT SERVICES	160.00 000485
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/05/22 00023	3/28/22 564459	202203 320-53800-47100	*	65.00
PEST CONTROL - MAR 22
PRO-STAFF TERMITE & PEST CONTROL	65.00 000486
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/05/22 00026	3/15/22 381024	202203 330-53800-53000	*	1,092.50
BULK BLEACH / DELIVERY
SPIES POOL, LLC	1,092.50 000487
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/05/22 00052	4/01/22 1318	202204 320-53800-46300	*	680.00
POND MAINT/ANALYSIS TEST
SUNSHINE LAND MANAGEMENT CORP.	680.00 000488
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/13/22 00046	4/01/22 04012022 202204 300-15500-10000	*	400.00
SPECIAL EVENT - 4 OF JULY
BAND SOURCE PRODUCTIONS	400.00 000489
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/13/22 00029	4/08/22 R262529- 202204 310-51300-49200	*	94.91
PROPERTY TAX FY21
BRUCE VICKERS TAX COLLECTOR	94.91 000490
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/13/22 00022	4/01/22 57	202204 330-53800-48200	*	1,250.00
FACILITY MAINT - APR 22
4/01/22 57	202204 330-53800-11000	*	3,090.00
AMENITY MANAGEMENT-APR 22
COMMUNITY ASSOCIATION AND LIFESTYLE	4,340.00 000491
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/13/22 00006	3/28/22 17-188(4 202202 310-51300-31100	*	169.15
ENGINEER SERVICE - FEB 22
POULOS & BENNETT, LLC	169.15 000492
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/13/22 00024	4/01/22 7287	202204 320-53800-47200	*	1,735.00
POOL MAINTENANCE - APR 22
ROBERTS POOL SRVC AND REPAIR INC	1,735.00 000493
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/13/22 00013	3/25/22 6469151	202203 310-51300-32300	*	2,168.47
TRUSTEE FEE SER18 - FY22
3/25/22 6469151	202203 300-15500-10000	*	1,548.91
TRUSTEE FEE SER18 - FY23
US BANK	3,717.38 000494
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/20/22 00002	4/01/22 218	202204 320-53800-12000	*	1,716.67
FIELD MANAGEMENT - APR 22
GOVERNMENTAL MANAGEMENT SERVICES	1,716.67 000495
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
TQUA TOHOQUA CDD	ZYAN
AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	4/27/22	PAGE	2
*** CHECK DATES 03/30/2022 - 04/26/2022 ***	TOHOQUA - GENERAL FUND
BANK A GENERAL FUND
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...	VENDOR NAME	STATUS	AMOUNT	....CHECK.....
DATE	DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS	AMOUNT	#
4/20/22 00040	4/12/22 138543	202204 330-53800-49200	*	405.00
DOGIPOT PET STATION SUPPL
PROPET DISTRIBUTORS INC.	405.00 000496
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/20/22 00026	4/01/22 381596	202204 330-53800-53000
SULFUR ACID/SODIUM BICARB 4/01/22 381882	202204 330-53800-53000
BULK BLEACH / DELIVERY
- - - - - - - -
SPIES POOL, LLC	1,554.45 000497
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/22/22 00010	4/20/22 04202022 202204 300-20700-10000	*	3,244.25
FY22 DEBT ASMNT TRNSF-S18
4/20/22 04202022 202204 300-20700-10000	*	3,416.80
FY22 DEBT ASMNT PH2 - S21
TOHOQUA CDD C/O USBANK	6,661.05 000498
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/22/22 00002	4/01/22 217	202204 310-51300-34000	*	3,094.33
MANAGEMENT FEES - APR 22
4/01/22 217	202204 310-51300-35200	*	100.00
WEBSITE MANAGEMENT-APR 22
4/01/22 217	202204 310-51300-35100	*	150.00
INFORMATION TECH - APR 22
217	202204 310-51300-31300	*	833.33
DISSEMINATION SVCS-APR 22
217	202204 310-51300-51000	*	.72
OFFICE SUPPLIES
217	202204 310-51300-42000	*	39.56
POSTAGE
217	202204 310-51300-42500	*	262.80
COPIES
217	202204 320-53800-49000	*	252.18
MONITOR FOR SECURITY CAM
217	202204 310-51300-48000	*	20.70
OSCEOLA NEWS GAZETTE
217	202204 330-53800-49200	*	194.77
AMENITY MAINT SUPPLIES
217	202204 330-53800-48000	*	163.43
SPECIAL EVENT SUPPLIES
217	202204 330-53800-49200	*	388.12
B.T.SPEAKER-SPECIAL EVENT
GOVERNMENTAL MANAGEMENT SERVICES	5,499.94 000499
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/22/22 00004	4/13/22 29118	202203 310-51300-31500	*	1,621.24
RVW PH7/AGNDA/PREP/EMAIL
LATHAM, LUNA, EDEN & BEAUDINE,LLP	1,621.24 000500
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
TQUA TOHOQUA CDD	ZYAN
AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	4/27/22	PAGE	3
*** CHECK DATES 03/30/2022 - 04/26/2022 ***	TOHOQUA - GENERAL FUND
BANK A GENERAL FUND
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...	VENDOR NAME	STATUS	AMOUNT	....CHECK.....
DATE	DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS	AMOUNT	#
4/22/22 00033	3/01/22 ULS-2706 202203 320-53800-46200	*	3,885.00 LNDSCP E CROSS PRA-MAR 22
4/01/22 ULS-2801 202204 320-53800-46200	*	5,943.33
LANDSCAPE PH1/POND-APR 22
4/06/22 ULS-2845 202204 320-53800-46200	*	1,166.67 LANDSCAPE AMEN POND-APR22
4/06/22 ULS-2845 202204 320-53800-46200	*	1,743.75 TOHOQUA AMENITY - APR 22
4/06/22 ULS-2845 202204 320-53800-46200	*	700.00
LANDSCAPE ADD POND-APR 22
4/06/22 ULS-2845 202204 320-53800-46200	*	3,668.33 LANDSCAPE CROSS PRA-APR22
4/06/22 ULS-2845 202204 320-53800-46200	*	4,323.00 TOH.1ST AMND PH2,3 APR 22
UNITED LAND SERVICES	21,430.08 000501
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/22/22 00039	4/12/22 22902338 202204 330-53800-49200	*	279.96
4 DISPENSER MULTI-FOLD
W.B.MASON CO.INC	279.96 000502
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
TOTAL FOR BANK A	51,622.33
TOTAL FOR REGISTER	51,622.33

TQUA TOHOQUA CDD	ZYAN

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Tohoqua
Community Development District

Unaudited Financial Reporting
March 31, 2022

	Table of Contents	

1	
Balance Sheet	

2-4	

General Fund	

5	

Debt Service Fund - Series 2018	

6	

Debt Service Fund - Series 2021 Phase 2	

7	

Debt Service Fund - Series 2021 Phase 4A/5A	

8	

Capital Projects Fund	

9-10	

Month to Month	

11	

Long Term Debt Summary	

12	
Assessment Receipt Schedule	
Combined Balance Sheet March 31, 2022

Assets:
Cash	
$	
488,125	
$	
-	
$	
-	
$	
488,125	
Investments Series 2018
Reserve	

$	

-	

$	

69,039	

$	

-	

$	

69,039	
Revenue	$	-	$	153,789	$	-	$	153,789	
Construction
Series 2021 Phase 2	$	-	$	-	$	12,649	$	12,649	
Reserve	$	-	$	72,381	$	-	$	72,381						
Revenue	$	-	$	141,606	$	-	$	141,606						
Capital Interest	$	-	$	5	$	-	$	5						
Construction	$	-	$	-	$	1,577,742	$	1,577,742						
Series 2021 Phase 4A/5A Reserve	
$	-	$	75,350	$	-	
$	75,350							
Revenue	$	-	$	113,026	$	-	$	113,026							
Capital Interest	$	-	$	5	$	-	$	5							
Construction	$	-	$	-	$	1,675,691	$	1,675,691							
Due From General Fund	$	-	$	1,016	$	241	$	1,257							
Due From Other	$	3,464	$	-	$	-	$	3,464							
Prepaid Expenses	$	2,099	$	-	$	-	$	2,099							
Total Assets	$	493,688	$	626,218	$	3,266,324	$	4,386,230					

Liabilities:
Accounts Payable	

$	3,804	

$	

-	$	

-	$	3,804					
Due to Capital Projects	$	241	$	-	$	-	$	241					
Due to Debt Service	$	1,016	$	-	$	-	$	1,016					
Total Liabilities	$	5,062	$	-	$	-	$	5,062					

Fund Balances:
Nonspendable:									
Deposits & Prepaid Items Restricted for:	$	2,099	$	-	$	-	$	2,099			
Debt Service - Series 2018	$	-	$	223,323	$	-	$	223,323							
Debt Service - Series 2021 Phase 2	$	-	$	214,514	$	-	$	214,514							
Debt Service - Series 2021 Phase 4A/5A	$	-	$	188,381	$	-	$	188,381							
Capital Projects	$	-	$	-	$	3,266,324	$	3,266,324							
Unassigned	$	486,528	$	-	$	-	$	486,528							
Total Fund Balances	$	488,627	$	626,218	$	3,266,324	$	4,381,169					
									
Total Liabilities & Fund Balance	$	493,688	$	626,218	$	3,266,324	$	4,386,230					

Adopted	Prorated Budget	Actual		
Budget	Thru 03/31/22	Thru 03/31/22	Variance	

Revenues					
Developer Contributions	$	220,146	$	-	$	-	$	-	
Assessments - Tax Collector	$	387,600	$	380,534	$	380,534	$	-	
Assessments - Direct	$	668,125	$	523,318	$	439,518	$	(83,799)	
Special Events Revenue	$	12,000	$	6,000	$	4,580	$	(1,420)	
Total Revenues	$	1,287,871	$	909,852	$	824,633	$	(85,219)	

Expenditures					
General & Administrative:					
Supervisor Fees	$	12,000	$	6,000	$	2,200	$	3,800	
FICA Expense	$	918	$	459	$	168	$	291	
Engineering	$	12,000	$	6,000	$	274	$	5,726	
Attorney	$	25,000	$	12,500	$	6,674	$	5,826	
Annual Audit	$	6,600	$	-	$	-	$	-	
Assessment Administration	$	7,500	$	7,500	$	7,500	$	-	
Arbitrage	$	1,350	$	900	$	900	$	-	
Dissemination	$	10,000	$	5,000	$	5,000	$	0	
Trustee Fees	$	11,152	$	3,717	$	3,717	$	-	
Management Fees	$	37,132	$	18,566	$	18,566	$	(0)	
Information Technology	$	1,800	$	900	$	900	$	-	
Website Maintenance	$	1,200	$	600	$	600	$	-	
Telephone	$	300	$	150	$	-	$	150	
Postage	$	1,000	$	500	$	50	$	450	
Insurance	$	6,000	$	6,000	$	5,570	$	430	
Printing & Binding	$	3,000	$	1,500	$	687	$	813	
Legal Advertising	$	3,800	$	1,900	$	168	$	1,732	
Other Current Charges	$	2,500	$	1,250	$	551	$	699	
Office Supplies	$	625	$	313	$	33	$	280	
Dues, Licenses & Subscriptions	$	175	$	175	$	175	$	-	
Total General & Administrative:	$	144,052	$	73,930	$	53,734	$	20,196	

Operations & Maintenance					
Contract Services					
Field Management	$	20,600	$	10,300	$	10,300	$	(0)	
Amenities Management	$	37,080	$	18,540	$	18,540	$	-	
Landscape Maintenance	$	469,372	$	234,686	$	111,040	$	123,646	
Lake Maintenance	$	52,440	$	26,220	$	4,240	$	21,980	
Wetland Maintenance	$	12,100	$	6,050	$	3,200	$	2,850	
Wetland Mitigation Reporting	$	9,600	$	6,600	$	6,600	$	-	
Pool Maintenance	$	20,820	$	10,410	$	10,410	$	-	
Pest Control	$	780	$	390	$	390	$	-	
Janitorial Services	$	45,000	$	22,500	$	10,400	$	12,100	
Subtotal Contract Services	$	667,792	$	335,696	$	175,121	$	160,576	

Adopted	Prorated Budget	Actual		
Budget	Thru 03/31/22	Thru 03/31/22	Variance	

Repairs & Maintenance					
Landscape Replacement	$	25,000	$	12,500	$	1,069	$	11,431	
Irrigation Repairs	$	3,000	$	1,500	$	1,250	$	250	
Stormwater Inspections	$	14,400	$	7,200	$	-	$	7,200	
General Repairs & Maintenance	$	10,000	$	5,000	$	1,959	$	3,041	
Road & Sidewalk Maintenance	$	3,000	$	1,500	$	-	$	1,500	
Signage	$	1,500	$	750	$	-	$	750	
Walls - Repair/Cleaning	$	1,500	$	750	$	-	$	750	
Fencing	$	250	$	125	$	-	$	125	
Subtotal Repairs & Maintenance	$	58,650	$	29,325	$	4,278	$	25,047	

Utilities					
Pool - Electric	$	19,000	$	9,500	$	9,182	$	318	
Pool - Water	$	6,500	$	3,250	$	3,898	$	(648)	
Electric	$	5,000	$	2,500	$	97	$	2,403	
Water & Sewer	$	54,500	$	27,250	$	6,792	$	20,458	
Streetlights	$	150,000	$	75,000	$	28,111	$	46,889	
Subtotal Utilities	$	235,000	$	117,500	$	48,079	$	69,421	

Amenities					
Property Insurance	$	25,000	$	25,000	$	23,054	$	1,946	
Pool Attendants	$	12,500	$	6,250	$	-	$	6,250	
Security Patrol	$	30,000	$	15,000	$	-	$	15,000	
Pool Repairs & Maintenance	$	15,000	$	7,500	$	8,529	$	(1,029)	
Pool Permits	$	325	$	-	$	-	$	-	
Access Cards & Equipment Supplies	$	2,390	$	1,195	$	5,144	$	(3,949)	
Fire Alarm & Security Monitoring	$	1,000	$	500	$	-	$	500	
Fire Alarm & Security Monitoring Repairs	$	2,000	$	1,000	$	-	$	1,000	
Fire Extinguisher Inspections	$	100	$	85	$	85	$	-	
Amenity Signage	$	2,000	$	1,000	$	883	$	117	
Repairs & Maintenance	$	17,500	$	8,750	$	8,837	$	(87)	
Office Supplies	$	1,500	$	750	$	120	$	630	
Operating Supplies	$	5,000	$	2,500	$	2,260	$	240	
Special Events	$	15,000	$	7,500	$	9,770	$	(2,270)	
Termite Bond	$	300	$	150	$	-	$	150	
Holiday Décor	$	12,500	$	-	$	-	$	-	
Subtotal Amenities	$	142,115	$	77,180	$	58,682	$	18,498	

Adopted	Prorated Budget	Actual		
Budget	Thru 03/31/22	Thru 03/31/22	Variance	

Other					
Contingency	$	25,000	$	12,500	$	562	$	11,938	
Subtotal Other	$	25,000	$	12,500	$	562	$	11,938	
					
Total Operations & Maintenance	$	1,128,557	$	572,201	$	286,721	$	285,480	
					
Total Expenditures	$	1,272,609	$	646,131	$	340,455	$	305,675	
					
Excess (Deficiency) of Revenues over Expenditures	$	15,262		$	484,177		

Other Financing Sources/(Uses)

Transfer In/(Out) - Capital Reserve	

$	(15,262)	

$	-	

$	-	

$	-	
Total Other Financing Sources/(Uses)	$	(15,262)	$	-	$	-	$	-	
					
Net Change in Fund Balance	$	0		$	484,177		
					
Fund Balance - Beginning	$	-		$	4,449		
					
Fund Balance - Ending	$	0		$	488,627		

Revenues					
Special Assessments	$	137,458	$	134,949	$	134,949	$	-	
Interest Income	$	-	$	-	$	4	$	4	
Total Revenues	$	137,458	$	134,949	$	134,953	$	4	

Expenditures:					
Interest Payment - 11/01	$	48,948	$	48,948	$	48,948	$	-	
Principal Payment - 5/01	$	40,000	$	-	$	-	$	-	
Interest Payment - 5/01	$	48,948	$	-	$	-	$	-	
Total Expenditures	$	137,895	$	48,948	$	48,948	$	-	
					
Excess (Deficiency) of Revenues over Expenditures	$	(437)		$	86,005		
					
Fund Balance - Beginning	$	67,273		$	137,318		
					
Fund Balance - Ending	$	66,836		$	223,323		

Revenues					
Special Assessments	$	144,764	$	142,126	$	142,126	$	-	
Interest Income	$	-	$	-	$	3	$	3	
Total Revenues	$	144,764	$	142,126	$	142,130	$	3	

Expenditures:					
Interest Payment - 11/01	$	45,022	$	45,022	$	45,022	$	-	
Principal Payment - 5/01	$	55,000	$	-	$	-	$	-	
Interest Payment - 5/01	$	45,022	$	-	$	-	$	-	
Total Expenditures	$	145,044	$	45,022	$	45,022	$	-	
					
Excess (Deficiency) of Revenues over Expenditures	$	(280)		$	97,108		
					
Fund Balance - Beginning	$	45,024		$	117,406		
					
Fund Balance - Ending	$	44,744		$	214,514		

Revenues					
Assessments - Direct Bill	$	150,700	$	113,026	$	113,026	$	-	
Interest Income	$	-	$	-	$	3	$	3	
Total Revenues	$	150,700	$	113,026	$	113,029	$	3	

Expenditures:					
Interest Payment - 11/01	$	48,030	$	48,030	$	48,030	$	-	
Principal Payment - 5/01	$	55,000	$	-	$	-	$	-	
Interest Payment - 5/01	$	48,030	$	-	$	-	$	-	
Total Expenditures	$	151,060	$	48,030	$	48,030	$	-	
					
Excess (Deficiency) of Revenues over Expenditures	$	(360)		$	64,999		
					
Fund Balance - Beginning	$	48,031		$	123,383		
					
Fund Balance - Ending	$	47,671		$	188,381		
Tohoqua
Community Development District Capital Projects Fund
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending March 31, 2022

Series	Series	Series		
2018	2021 Phase 2	2021 Phase 4A/5A	Total	

Revenues

Interest	

$	0	

$	39	

$	42	

$	81	
Total Revenues	$	0	$	39	$	42	$	81	

Expenditures:

Capital Outlay	

$	-	

$	1,736	

$	1,035	

$	2,771	
Total Expenditures	$	-	$	1,736	$	1,035	$	2,771	
					
Excess (Deficiency) of Revenues over Expenditures	$	0	$	(1,697)	$	(993)	$	(2,690)	
					
Fund Balance - Beginning	$	12,649	$	1,579,680	$	1,676,685	$	3,269,014	
					
Fund Balance - Ending	$	12,649	$	1,577,983	$	1,675,691	$	3,266,324	

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

Revenues													
Developer Contributions	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-						
Assessments - Tax Collector	$	-	$	6,196	$	333,308	$	4,504	$	35,130	$	1,396	$	-  $	-  $	-  $	-  $	-  $	-  $	380,534						
Assessments - Direct	$	88,884	$	122,028	$	-	$	167,593	$	61,014	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	439,518						
Special Events Revenue	$	1,930	$	500	$	20	$	1,280	$	850	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	4,580						
Total Revenues	$	90,814	$	128,724	$	333,328	$	173,377	$	96,994	$	1,396	$	-  $	-  $	-  $	-  $	-  $	-  $	824,633						

Expenditures													
General & Administrative:													
Supervisor Fees	$	-	$	600	$	-	$	-	$	800	$	800	$	-  $	-  $	-  $	-  $	-  $	-  $	2,200						
FICA Expense	$	-	$	46	$	-	$	-	$	61	$	61	$	-  $	-  $	-  $	-  $	-  $	-  $	168						
Engineering	$	-	$	105	$	-	$	-	$	169	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	274						
Attorney	$	1,329	$	613	$	2,907	$	369	$	1,457	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	6,674						
Annual Audit	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-						
Assessment Administration	$	7,500	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	7,500						
Arbitrage	$	-	$	-	$	-	$	-	$	-	$	900	$	-  $	-  $	-  $	-  $	-  $	-  $	900						
Dissemination	$	833	$	833	$	833	$	833	$	833	$	833	$	-  $	-  $	-  $	-  $	-  $	-  $	5,000						
Trustee Fees	$	1,549	$	-	$	-	$	-	$	-	$	2,168	$	-  $	-  $	-  $	-  $	-  $	-  $	3,717						
Management Fees	$	3,094	$	3,094	$	3,094	$	3,094	$	3,094	$	3,094	$	-  $	-  $	-  $	-  $	-  $	-  $	18,566						
Information Technology	$	150	$	150	$	150	$	150	$	150	$	150	$	-  $	-  $	-  $	-  $	-  $	-  $	900						
Website Maintenance	$	100	$	100	$	100	$	100	$	100	$	100	$	-  $	-  $	-  $	-  $	-  $	-  $	600						
Telephone	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-						
Postage	$	14	$	3	$	7	$	7	$	5	$	13	$	-  $	-  $	-  $	-  $	-  $	-  $	50						
Insurance	$	5,570	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	5,570						
Printing & Binding	$	99	$	54	$	337	$	56	$	51	$	90	$	-  $	-  $	-  $	-  $	-  $	-  $	687						
Legal Advertising	$	168	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	168						
Other Current Charges	$	176	$	129	$	39	$	39	$	64	$	106	$	-  $	-  $	-  $	-  $	-  $	-  $	551						
Office Supplies	$	16	$	0	$	15	$	0	$	0	$	1	$	-  $	-  $	-  $	-  $	-  $	-  $	33						
Dues, Licenses & Subscriptions	$	175	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	175						
Total General & Administrative:	$	20,772	$	5,728	$	7,483	$	4,648	$	6,786	$	8,317	$	-  $	-  $	-  $	-  $	-  $	-  $	53,734						

Operations & Maintenance													
Contract Services													
Field Management	$	1,717	$	1,717	$	1,717	$	1,717	$	1,717	$	1,717	$	-  $	-  $	-  $	-  $	-  $	-  $	10,300						
Amenities Management	$	3,090	$	3,090	$	3,090	$	3,090	$	3,090	$	3,090	$	-  $	-  $	-  $	-  $	-  $	-  $	18,540						
Landscape Maintenance	$	17,545	$	17,545	$	17,545	$	17,545	$	20,430	$	20,430	$	-  $	-  $	-  $	-  $	-  $	-  $	111,040						
Lake Maintenance	$	450	$	450	$	450	$	1,530	$	680	$	680	$	-  $	-  $	-  $	-  $	-  $	-  $	4,240						
Wetland Maintenance	$	-	$	1,600	$	-	$	-	$	1,600	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	3,200						
Wetland Mitigation Reporting	$	-	$	-	$	-	$	3,000	$	3,600	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	6,600						
Pool Maintenance	$	1,735	$	1,735	$	1,735	$	1,735	$	1,735	$	1,735	$	-  $	-  $	-  $	-  $	-  $	-  $	10,410						
Pest Control	$	65	$	65	$	65	$	65	$	65	$	65	$	-  $	-  $	-  $	-  $	-  $	-  $	390						
Janitorial Services	$	2,080	$	2,400	$	2,080	$	1,920	$	1,920	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	10,400						
Subtotal Contract Services	$	26,682	$	28,602	$	26,682	$	30,602	$	34,837	$	27,717	$	-  $	-  $	-  $	-  $	-  $	-  $	175,121						

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

Repairs & Maintenance																						
Landscape Replacement	$		-  $	-	$		-  $	1,069	$		-  $	-	$		-  $	-  $		-  $		-  $	-  $		-  $	1,069	
Irrigation Repairs	$		-  $	-	$		-  $	1,250	$		-  $	-	$		-  $	-  $		-  $		-  $	-  $		-  $	1,250	
Stormwater Inspections	$		-  $	-	$		-  $	-	$		-  $	-	$		-  $	-  $		-  $		-  $	-  $		-  $	-	
General Repairs & Maintenance	$		-  $	753	$		-  $	1,107	$		-  $	99	$		-  $	-  $		-  $		-  $	-  $		-  $	1,959	
Road & Sidewalk Maintenance	$		-  $	-	$		-  $	-	$		-  $	-	$		-  $	-  $		-  $		-  $	-  $		-  $	-	
Signage	$		-  $	-	$		-  $	-	$		-  $	-	$		-  $	-  $		-  $		-  $	-  $		-  $	-	
Walls - Repair/Cleaning	$		-  $	-	$		-  $	-	$		-  $	-	$		-  $	-  $		-  $		-  $	-  $		-  $	-	
Fencing	$		-  $	-	$		-  $	-	$		-  $	-	$		-  $	-  $		-  $		-  $	-  $		-  $	-	
Subtotal Repairs & Maintenance	$		-  $	753	$		-  $	3,426	$		-  $	99	$		-  $	-  $		-  $		-  $	-  $		-  $	4,278	

Utilities																						

Pool - Electric	$	-	$	1,599	$	1,569	$	2,958	$	-	$	3,055	$	-  $	-  $	-  $	-  $	-  $	-  $	9,182	
Pool - Water	$	623	$	467	$	628	$	671	$	726	$	784	$	-  $	-  $	-  $	-  $	-  $	-  $	3,898	
Electric	$	-	$	14	$	13	$	33	$	-	$	37	$	-  $	-  $	-  $	-  $	-  $	-  $	97	
Water & Sewer	$	2,737	$	321	$	2,023	$	1,089	$	293	$	329	$	-  $	-  $	-  $	-  $	-  $	-  $	6,792	
Streetlights	$	-	$	3,415	$	4,176	$	9,758	$	-	$	10,762	$	-  $	-  $	-  $	-  $	-  $	-  $	28,111	
Subtotal Utilities	$	3,360	$	5,816	$	8,409	$	14,510	$	1,019	$	14,966	$	-  $	-  $	-  $	-  $	-  $	-  $	48,079	

Amenities
Property Insurance	

$	23,054	

$	-	

$	-	

$	-	

$	-	

$	-	

$	-  $	-  $	-  $	-  $	-  $	-  $	23,054	
Pool Attendants	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-	
Security Patrol	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-	
Pool Repairs & Maintenance	$	857	$	1,055	$	1,265	$	1,104	$	2,071	$	2,177	$	-  $	-  $	-  $	-  $	-  $	-  $	8,529	
Pool Permits	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-	
Access Cards & Equipment Supplies	$	-	$	-	$	-	$	-	$	-	$	5,144	$	-  $	-  $	-  $	-  $	-  $	-  $	5,144	
Fire Alarm & Security Monitoring	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-	
Fire Alarm & Security Monitoring Repairs	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-	
Fire Extinguisher Inspections	$	-	$	-	$	-	$	85	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	85	
Amenity Signage	$	12	$	696	$	-	$	-	$	175	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	883	
Repairs & Maintenance	$	2,187	$	1,250	$	1,250	$	1,650	$	1,250	$	1,250	$	-  $	-  $	-  $	-  $	-  $	-  $	8,837	
Office Supplies	$	100	$	20	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	120	
Operating Supplies	$	556	$	-	$	-	$	430	$	1,274	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	2,260	
Special Events	$	1,258	$	202	$	7,048	$	-	$	-	$	1,261	$	-  $	-  $	-  $	-  $	-  $	-  $	9,770	
Termite Bond	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-	
Holiday Décor	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-	
Subtotal Amenities	$	28,024	$	3,224	$	9,563	$	3,269	$	4,770	$	9,832	$	-  $	-  $	-  $	-  $	-  $	-  $	58,682	

Other
Contingency	

$	-	

$	-	

$	-	

$	-	

$	562	

$	-	

$	-  $	-  $	-  $	-  $	-  $	-  $	562	
Subtotal Other	$	-	$	-	$	-	$	-	$	562	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	562	
								
Total Operations & Maintenance	$	58,066	$	38,394	$	44,654	$	51,806	$	41,188	$	52,614	$	-  $	-  $	-  $	-  $	-  $	-  $	286,721	
								
Total Expenditures	$	78,838	$	44,122	$	52,136	$	56,454	$	47,974	$	60,931	$	-  $	-  $	-  $	-  $	-  $	-  $	340,455	
								
Excess (Deficiency) of Revenues over Expenditures	$	11,976	$	84,601	$	281,192	$	116,923	$	49,021	$	(59,535)	$	-  $	-  $	-  $	-  $	-  $	-  $	484,177	

Other Financing Sources/(Uses)								
Transfer In/(Out) - Capital Reserve	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-	
Total Other Financing Sources/(Uses)	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-	
								
Net Change in Fund Balance	$	11,976	$	84,601	$	281,192	$	116,923	$	49,021	$	(59,535)	$	-  $	-  $	-  $	-  $	-  $	-  $	484,177	
Tohoqua
Community Development District Long Term Debt Report

Series 2018, Special Assessment Revenue Bonds		
Interest Rates:	4.7%,4.8%	
Maturity Date:	5/1/2048	
Reserve Fund Definition	50% of Maximum Annual Debt Service	
Reserve Fund Requirement	$69,039	
Reserve Fund Balance	$69,039	
Bonds Outstanding - 2/8/18	$2,165,000	
Less: Principal Payment - 5/1/19	($35,000)	
Less: Principal Payment - 5/1/20	($35,000)	
Less: Principal Payment - 5/1/21	($35,000)	
Current Bonds Outstanding	$2,060,000	

Series 2021 Phase 2, Special Assessment Revenue Bonds		
Interest Rates:	2.375%, 2.875%, 3.375%, 4.000%	
Maturity Date:	5/1/2051	
Reserve Fund Definition	50% of Maximum Annual Debt Service	
Reserve Fund Requirement	$72,381	
Reserve Fund Balance	$72,381	
Bonds Outstanding - 3/5/21	$2,580,000
Current Bonds Outstanding	$2,580,000		

Series 2021Phase 4A/5A, Special Assessment Revenue Bonds		
Interest Rates:	2.500%, 3.125%, 3.600%, 4.000%%	
Maturity Date:	5/1/2051	
Reserve Fund Definition	50% of Maximum Annual Debt Service	
Reserve Fund Requirement	$75,350	
Reserve Fund Balance	$75,350	
Bonds Outstanding - 3/19/21	$2,660,000
Current Bonds Outstanding	$2,660,000		
Tohoqua
COMMUNITY DEVELOPMENT DISTRICT
Special Assessment Receipts Fiscal Year 2022

Gross Assessments	$  412,340.00	$  146,228.39	$  154,005.37	$  712,573.76	
Net Assessments	$  387,599.60	$  137,454.69	$  144,765.05	$  669,819.33	

ON ROLL ASSESSMENTS
57.87%	20.52%	21.61%	100.00%

Date	
Distribution	
Gross Amount	
Discount/Penalty	
Commission	
Interest	
Net Receipts	
General Fund	Series 2018 Debt Service	Series 2021 - LN Ph2	
Total	

11/22/21	
ACH	
$11,380.76	
($455.24)	
($218.51)	
$0.00	
$10,707.01	
$6,195.75	
$2,197.20	
$2,314.06	
$10,707.01	
12/08/21	ACH	$561,941.86	($22,477.95)	($10,789.28)	$0.00	$528,674.63	$305,924.39	$108,490.16	$114,260.08	$528,674.63	
12/22/21	ACH	$50,300.23	($2,012.06)	($965.76)	$0.00	$47,322.41	$27,383.72	$9,711.11	$10,227.58	$47,322.41	
01/10/22	ACH	$8,188.76	($245.65)	($158.86)	$0.00	$7,784.25	$4,504.45	$1,597.42	$1,682.38	$7,784.25	
02/10/22	ACH	$63,288.83	($1,313.36)	($1,265.78)	$0.00	$60,709.69	$35,130.44	$12,458.33	$13,120.91	$60,709.68	
03/10/22	ACH	$2,486.00	($24.36)	($49.72)	$0.00	$2,411.92	$1,395.68	$494.95	$521.28	$2,411.91	
	TOTAL	$  697,586.44	$  (26,528.62)	$  (13,447.91)	$	-	$  657,609.91	$  380,534.43	$  134,949.17	$  142,126.29	$  657,609.89	

DIRECT BILL ASSESSMENTS

Tohoqua Development Group, LLC 2022-01		
Net Assessments	
$88,883.78	
$88,883.78		
Date
Received	Due
Date	Check
Number	Net
Assessed	Amount
Received	General
Fund	
10/4/21	10/1/21	Wire	$88,883.78	$88,883.78	$88,883.78	
			$	88,883.78	$	88,883.78	$	88,883.78	

Pulte Home Company, LLC 2022-02		
Net Assessments	
$394,756.77	
$244,055.96	
$150,700.81		
Date
Received	Due
Date	Check
Number	Net
Assessed	Amount
Received	General
Fund	Series 2021-PT
Ph4/5 Debt	
11/22/21	12/1/21	95008502	$197,378.39	$197,378.39	$122,027.98	$75,350.41	
2/22/22	2/1/22	95010223	$98,689.19	$98,689.19	$61,013.99	$37,675.20	
	5/1/22		$98,689.19				
			$  394,756.77	$  296,067.58	$  183,041.97	$  113,025.61	

Lennar Homes, LLC 2022-03			
Net Assessments	
$335,185.20	
$335,185.20	
Date
Received	Due
Date	Check
Number	Net
Assessed	Amount
Received	General
Fund	
1/21/22	11/1/21	1726696	$167,592.60	$167,592.60	$167,592.60	
	2/1/22		$83,796.30			
	5/1/22		$83,796.30			
			$  335,185.20	$  167,592.60	$  167,592.60	

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TOHOQUA RESIDENTS’ CLUB

MAY 1, 2022
April 2022:

FACILITY REPORT:
The facilities are up and running smoothly.
We continue to issue access cards and giving new homeowners the welcome
package and orientation.
Maintenance is performed weekly.
Playground on Cross Prairie has been repaired and is fully functional.
Clubhouse Rentals in April: 2
April Events Recap:
* Health & Fitness Seminar - 7 residents participated.
* Happy Hoppy Easter - 33 families participated (63 children / 62 adults)
Food Truck Social: Myas Wheelstaurant sold 37 orders.
Marco’s Pizza Homeowner Appreciation Day - 21 orders were sold in March.
Special Events scheduled for May:
Mother’s Day Paint Party - Friday, May 6th
Food Truck Social - Tuesday, May 17th
Marco’s Pizza Homeowner Appreciation Day - Wednesday, May 25th
End of School Year Ice Cream Social - Friday, May 27th

Pool Usage per Family	Gym Usage

1100
Tohoqua Residents Club Usage Report

825

550

275

0
February 2022

March 2022

April 2022
Events in April 2022
Health & Fitness Seminar

 

Happy Hoppy Easter