Title: WMS
Author: Governmental Management Services

Wind Meadows South Community Development District

Meeting Agenda September 22, 2026

Wind Meadows South
Community Development District

219 E. Livingston St., Orlando, Florida 32801 Phone: 407-841-5524 – Fax: 407-839-1526
September 15, 2026

Board of Supervisors Meeting
Wind Meadows South Community Development District
Dear Board Members:

A meeting of the Board of Supervisors of the Wind Meadows South Community Development District will be held Tuesday, September 22, 2026 at 1:00 PM at Home 2 Suites By Hilton Lakeland North I-4, 3610 Hopewell Ave, Lakeland, FL 33809.
Zoom Video Join Link: https://us06web.zoom.us/j/81107371239
Call-In Information: 1-305-224-1968	Meeting ID: 811 0737 1239
Following is the advance agenda for the meeting:

Roll Call
Public Comment Period (Public Comments will be limited to three (3) minutes)
Approval of Minutes of the July 28, 2026 Board of Supervisors Meeting
Ratification of License Agreement with HOA for Movie Night
Consideration of Fiscal Year 2026 Audit Engagement Letter with DMHB
Discussion of Board Seats – Requested by Lori Campagna
Staff Reports
Attorney
Engineer
Field Manager’s Report
Consideration of Proposal for Tree Trimming Throughout District
Consideration of Proposal for Mulch Refresh (Entrances & Common Area
–Pine Bark Mulch)
Consideration of Proposal for Pine Bark Removal and Installation of Brown Cocoa Mulch (Entrances & Common Areas)
Consideration of Proposal for Pine Bark Removal and Installation of Brown Cocoa Mulch (Amenity)
Consideration of Proposal for Mulch Refresh (Pine Bark – Amenity)
District Manager’s Report
Approval of Check Register
Balance Sheet & Income Statement
Ratification of Requisitions
Requisition 48 – Series 2023
Requisition 20 – Series 2021
Other Business
Supervisors Requests
Adjournment

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MINUTES OF MEETING WIND MEADOWS SOUTH
COMMUNITY DEVELOPMENT DISTRICT

The regular meeting of the Board of Supervisors of the Wind Meadows South Community Development District was held on Tuesday, July 28, 2026, at 1:02 p.m. at the Home 2 Suites by Hilton Lakeland North I-4, 3610 Hopewell Ave., Lakeland, Florida.

Present and constituting a quorum:

Lori Campagna	Chairperson
Kelly Evans by Zoom	Vice Chairperson
Brad Gilley	Assistant Secretary
David Kalin	Assistant Secretary
Heather Santer	Assistant Secretary Also present were:
Katie O’Rourke	District Manager, GMS
Grace Rinaldi	District Counsel, Kilinski Van Wyk
Joel Blanco	Field Manager, GMS

FIRST ORDER OF BUSINESS	Roll Call
Ms. O’Rourke called the meeting to order at 1:00 p.m. and called roll. Four Board members were in attendance constituting a quorum.

SECOND ORDER OF BUSINESS	Public Comment Period
Ms. O’Rourke opened the public comment period.
Ms. Teresa Searcy asked how the two residents serving on the CDD Board had been selected and whether someone could serve on both the CDD and HOA Boards. Ms. O’Rourke explained that the residents had expressed interest and were appointed to fill vacant seats. Ms. Rinaldi said there was no conflict with serving on both Boards, but if multiple CDD supervisors attended an HOA meeting, it might need to be noticed as a CDD workshop to comply with the

Sunshine Law. Supervisor Santer clarified that she was only on an HOA committee and had not accepted or been voted into the Vice President position.

THIRD ORDER OF BUSINESS	Approval of Minutes of the June 23, 2026,
Board of Supervisors Meeting
Ms. O’Rourke presented the minutes of June 23, 2026, Board of Supervisors meeting. She stated that they had been reviewed for accuracy and that they are just looking for a motion to approve unless the Board has any corrections or edits.

FOURTH ORDER OF BUSINESS	Public Hearing on the Adoption of the
Fiscal Year 2027 Budget
Ms. O’Rourke stated that the Board had opened the public hearing for the adoption of the Fiscal Year 2027 budget and assessments. Ms. O’Rourke explained that the public would have an opportunity to comment specifically on the budget and offered to briefly summarize the resolution and proposed budget first.

A. Consideration of Resolution 2026-09, Adopting the Fiscal Year 2027 Budget and Appropriating Funds
Ms. O’Rourke presented the Resolution 2026-09 which adopted the District’s Fiscal Year 2027 budget for October 1, 2026, through September 30, 2027, and approved the related appropriations. Ms. O’Rourke explained that there have been no substantive changes since the Board’s previous review. The actuals had been updated through June 30, but all budget line items remained the same, with no increase in operations and maintenance assessments. The Board had no questions, and no public comments were received.

Ms. O’Rourke asked for a motion to close the public hearing.

FIFTH ORDER OF BUSINESS	Consideration	of	Resolution	2026-10
Imposing Special Assessments and Certifying an Assessment Roll
Ms. O’Rourke requested that the Board approve Resolution 2026-10, which set the Fiscal Year 2027 operations and maintenance assessments for collection through the Polk County tax bill and certified the assessment roll.

SIXTH ORDER OF BUSINESS	Consideration	of	Resolution	2026-11
Adopting the Fiscal Year 2027 Meeting Schedule
Ms. O’Rourke discussed Resolution 2026-11, which set the meeting schedule for the next fiscal year. They agreed to keep the same schedule, meeting on the fourth Tuesday of each month, except for December, when an earlier meeting would be held instead. A typo in the May date was noted and would be corrected. The Board approved the resolution.

SEVENTH ORDER OF BUSINESS	Consideration	of	Resolution	2026-12
Designating a Date, Time, and Location
for a Landowner’s Election
Ms. O’Rourke reviewed Resolution 2026-12 which set the landowners’ election for November 10, 2026 at 11:00 a.m. at the current meeting location. She explained that the election was held every two years and that a Board quorum was not required. Seats 1, 2, and 3 were up for election.

EIGHTH ORDER OF BUSINESS	Insurance Proposals and Discussion
A. EGIS Insurance Proposal
B. Brown & Brown Insurance Proposal
C. Insurance Comparison
Ms. O’Rourke reviewed EGIS’s updated insurance proposal, which was about $3,400 less than Brown & Brown’s. However, EGIS had a 5% named-storm deductible, compared with Brown & Brown’s 3% deductible. The Board agreed that the lower deductible and better coverage were worth the slightly higher premium and decided to stay with Brown & Brown. Since the Board had already approved Brown & Brown at the previous meeting, no further action was needed.

NINTH ORDER OF BUSINESS	Staff Reports
A. Attorney
Ms. Rinaldi gave a legislative update and said that her office had sent out a newsletter summarizing the bills signed into law. She noted that the governor had vetoed bills related to increasing sovereign immunity caps and creating a micromobility task force for e-bike recommendations and requirements. She said her office would continue tracking those issues and offered to resend the newsletter. The Board briefly discussed the e-bike proposal and confirmed that local governments could still create their own task forces if they chose.

B. Engineer
Ms. O’Rourke stated that there wasn’t a report from the engineer.

C. Field Manager’s Report
Field Action Items
Mr. Blanco presented a detailed report covering the landscaping, ponds, and amenity areas. The common areas had been regularly mowed and were generally free of weeds. The sable palms needed annual pruning, and several roundabout beds needed replacement plants. Proposals for both items were expected at the next meeting. The ravine near the amenity center had been serviced, and the landscaping vendor was asked to remove fallen branches and moss. All ponds were inspected, and several contained waters following recent rainfall. Work orders were created to remove trash and vegetation from drainage structures, clear vegetation near a stormwater inlet on Flying Blackbird Road, and repair cracks in several structures. The bare pond bottoms continued to be disked. Landscaping improvements at the mailbox kiosk had been completed using slate rock and additional plants to discourage trespassing.
The pool vendor had improved its maintenance after previous concerns, including more consistent vacuuming and filter cleaning. The staining around the pool’s circular receivers was discussed. Mr. Blanco explained that correcting it would require draining and acid-washing the pool and replacing the circular receivers with slotted ones. The work would close the pool for about a week, so January 2027 was suggested. Mr. Blanco agreed to obtain more information and a proposal. Several maintenance items have been completed. A replacement ceiling fan had been purchased for the amenity center, additional end-of-road signs had been installed on Singing Mockingbird Boulevard, graffiti on Albatross Nest Drive had been painted over, damaged playground fabric had been repaired, and the pool furniture had been returned. The new amenity walkway had also been completed, and photos will be included in the next report. The Board reviewed a $1,290.38 proposal to bury the exposed water whips in underground valve boxes to protect them from landscaping equipment and improve their appearance.
Board members asked Mr. Blanco to follow up with Frontier regarding exposed fiber-optic lines. The Board complimented the improved field report but asked Mr. Blanco to work more closely with vendors and set clearer expectations so the same maintenance issues did not continue to appear each month. Mr. Blanco explained that he documented problems, emailed the vendors, requested needed proposals, and followed up on completion. The Board also discussed the community’s mulching schedule. He agreed to confirm when mulch was installed last and bring a proposal to the next meeting, with the goal of completing the work before the holiday season. Because the lightweight pine-bark mulch around the pool frequently blew or washed into the water,

Mr. Blanco recommended heavier brown cocoa mulch. He agreed to provide pricing for brown cocoa mulch at the amenity center with pine bark elsewhere, as well as an option for brown cocoa mulch to be added throughout the community. A Board member praised the completed pool walkway but reported that vehicles were still able to drive between the end-of-road signs. Mr. Blanco agreed to have maintenance and move the signs closer together to better block traffic.

Consideration of Prince Proposal
Mr. Blanco stated that the Board had approved the Prince & Sons proposal with no opposition. They also discussed the dry ponds and clarified that the green pond in the report had been regularly mowed, not disked. The Board asked whether the disked ponds could be seeded with Bahia grass to improve their appearance and reduce future disking costs. Mr. Blanco agreed to check with Prince & Sons, although it was noted that some ponds held too much water for seeding while others stayed mostly dry.

D. District Manager’s Report
Approval of Check Register
Ms. O’Rourke presented the check register and stated that the Board had reviewed the check register from June 11 through July 14, 2026 totaling $147,080.54. She confirmed that the additional paver and concrete work had been completed on July 25, and the Board was pleased with the results. The check register was approved.

Balance Sheet & Income Statement
Ms. O’Rourke presented the unaudited financials through April 30., 2026 These are for informational purposes, so no action is required by the Board.

Goals & Objectives
Adopting the Fiscal Year 2027 Goals & Objectives
Ms. O’Rourke explained that the District was required to adopt annual goals and objectives and report on its progress at the end of the fiscal year. The proposed Fiscal Year 2027 goals remained the same as the prior year and included meetings, public records, inspections, and financial transparency. The Board approved the goals and objectives.

Authorizing Chair to Execute Fiscal Year 2026 Goals & Objectives
Ms. O’Rourke stated that the Board had authorized the Chair and District Manager to sign off on the fiscal year 2026 goals and objectives once they were evaluated at the end of the fiscal year. The motion passed unanimously.

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

ELEVENTH ORDER OF BUSINESS	Supervisors	Requests	and	Audience
Comments
A resident asked about having security check IDs at the pool, adding more “No Soliciting” signs throughout the community, and conducting a speed study for possible speed bumps. Ms. O’Rourke explained that the signs might belong to the HOA but that the CDD had not installed no soliciting signs. A speed study could be considered in the future if funding was available and there was community interest. The resident also asked about food trucks and pool security cameras. Ms. O’Rourke stated that food trucks on CDD property required Board approval and confirmed that reported incidents could be reviewed through pool cameras. Ms. Rinaldi advised residents not to record minors and to report serious incidents to District management or law enforcement.

TWELFTH ORDER OF BUSINESS	Adjournment
Ms. O’Rourke asked for a motion to adjourn the meeting.

Secretary/Assistant Secretary	Chairman/Vice Chairman

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LICENSE AGREEMENT FOR THE USE OF CERTAIN DISTRICT PROPERTY
THIS LICENSE AGREEMENT (“Agreement”) is made and entered into this  _4	 day of September 2026, by and between:

Wind Meadows South Community Development District, a local unit of
special-purpose government established pursuant to Chapter 190, Florida Statutes, being situated in Bartow, Florida, with an address of c/o Governmental Management Services – Central Florida, LLC, 219 East Livingston Street, Orlando, Florida 32801 (“District”), and

Wind Meadows South Homeowners Association, Inc., a Florida not for
profit corporation, with a mailing address of c/o Highland Community Management, LLC, 4110 S. Florida Avenue, Suite 200, Lakeland, Florida 33813 (“Licensee” and together with the District, the “Parties”).

RECITALS
Whereas, the District is a special-purpose unit of local government established pursuant to and governed by Chapter 190, Florida Statutes; and
WHEREAS, the District owns, operates, and maintains public improvement facilities, including certain property designated as open space as identified in Exhibit A, attached hereto and incorporated herein by reference (“License Area”); and
WHEREAS, Licensee approached the District and desires to make use of the License Area for hosting an event for District residents and their guests on September 19, 2026 (“Event”); and

Whereas, the District is willing to allow Licensee and its volunteers and vendors to make use of the License Area for the Event, provided that such use does not impede the District’s operation of the License Area as a public improvement and so long as the terms and conditions set forth herein are met; and

Whereas, the District has determined that providing Licensee with the ability to use the License Area is a benefit to the District, is a proper public purpose, and makes appropriate use of the District’s public facilities; and

Whereas, the District does not warrant that the License Area is suitable or fit for purposes requested by Licensee, but Licensee does believe it to be fit and suitable for Licensee’s Event and Licensee acknowledges and understands that the District provides no warranties whatsoever; and

Whereas, the District and Licensee warrant and agree that they have all rights, power, and authority to enter into and be bound by this Agreement.

Now, therefore, in consideration of the recitals, agreements, and mutual covenants contained herein, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged by the Parties, the Parties agree as follows:

Incorporation Of Recitals. The Recitals stated above are true and correct and are incorporated herein as a material part of this Agreement.
GRANT OF LICENSE. The District hereby grants to Licensee a non-exclusive, revocable license to use the License Area for the Event (“License”). In consideration for use of the License Area, Licensee agrees to the following conditions:
Licensee’s access is limited to the License Area as set forth in Exhibit A and reasonable ingress and egress thereto. No other use of or access to the District’s property is permitted. The District does not and cannot confer rights or interests in property outside of the License Area and makes no representations regarding the same. Licensee is solely responsible for obtaining consents and/or permits and meeting all regulatory requirements to utilize non-District property.

Licensee’s access is limited to the Event taking place on September 19, 2026, from 8:00 p.m. to 10:00 p.m., which includes set-up and take-down.

The Parties acknowledge that weather conditions may affect the use of the License Area at any given time. The District shall have the right, but not the obligation, to temporarily close the License Area on any given day due to inclement weather, including, but not limited to, rain, lightning, hail, and strong winds. Licensee shall abide by the decision of the District as to the closure of the License Area. Licensee shall be responsible for the safety of its employees, guests, invitees, agents, or participants during such times.

Licensee’s use of the License Area shall be contemporaneous with the use of the License Area by Patrons of the District (as that term is defined in the District’s adopted Amenity Policies and Rates), and Licensee’s use shall not interfere with the operation of the License Area as a public improvement.

Proper non-permanent signage regarding parking and other information may be used during the term of this License only. Said property shall be restored to the same or better condition after completion of the Event.

Licensee shall be solely responsible for all preparations necessary for the Event to be held on the License Area. The District and Licensee agree that all food, beverages, entertainment, security, parking, traffic control, crowd control, capacity determinations and personnel necessary for the Event shall be the sole responsibility of Licensee. Licensee understands and agrees that serving or selling of alcoholic beverages during the Event is strictly prohibited.

Licensee’s use of the License Area shall be subject to the policies and regulations of the District, including but not limited to the Amenity Policies and Rates, and Licensee acknowledges receipt of all such policies and rules. All promotional materials shall make clear that it is not a District sponsored or affiliated event.

Licensee agrees to make every reasonable effort to ensure that District property, including the License Area, is not damaged or injured and agrees to assume full responsibility for the use of the License Area by its vendors, contractors, employees, agents, representatives, invitees or attendees during the preparations for, the conducting of, and the cleaning after the Event.

Repair. Licensee agrees to maintain, restore, and repair, or cause to be maintained, restored or repaired, any District property which is damaged, destroyed, or otherwise impaired by Licensee’s employees, vendors, contractors, agents, representatives, invitees or attendees, incurred during, or as a result of, the preparations for, the conduct of, or the cleaning after the Event.

Cleaning. Licensee shall be responsible for the costs to clean up the License Area and adjacent District property, including but not limited to proper disposal of trash/debris. Licensee agrees to return the License Area to its pre-Event condition immediately following the Event, but in no event later than 12:00 p.m. on the immediately succeeding day. Any unattended property or personal belongings may be removed by District staff, with no liability for removing the same, if the same is not removed within twenty-four (24) hours following the Event.

District Evaluation. The District Manager, or his or her designee, may evaluate the License Area after the Event and shall notify Licensee of any cleaning, repair or other restoration deemed necessary as a result of, or arising out of, the event or due to failure by Licensee to comply with the provisions of this Agreement. If Licensee fails, after the notification, to timely perform such cleaning, repair or other restoration to the satisfaction of the District, the District Manager, or his or her designee, may perform, or cause to be performed, such cleaning, repair or other restoration to be made at Licensee’s cost, and such cost incurred by the District shall be reimbursed by Licensee upon demand by the District Manager. Such reimbursement shall be made as soon as possible, but in no event later than fourteen (14) days after the District Manager submits the reimbursement for costs.

The grant of this License is further conditioned on Licensee’s compliance
at all times with applicable laws, statutes, ordinances, codes, rules,

regulations, and requirements of federal, state, county, city and municipal government, and any and all of their departments and bureaus, and all applicable permits and approvals, including but, not limited to, health department requirements, fire code and other laws (the “Laws”). It is Licensee’s responsibility to know, understand and follow such Laws.

The District shall not be responsible for the personal safety of Licensee’s invitees, participants, or other persons on District property pursuant to this Agreement, except to the limited extent provided for in the normal operation of the District’s property. Licensee acknowledges and accepts that the District shall not be responsible for personal injury, loss or damage to personal property, vehicles, equipment stored on site, or any other losses incurred by Licensee or its invitees. Licensee shall be solely responsible for all activities and vendors associated with the Event.

EVENT INSURANCE. Licensee agrees to obtain and maintain commercial general liability insurance (“Event Insurance”) for use of the License Area during the Event. The Event Insurance shall, at minimum, provide one million dollars ($1,000,000) in commercial general liability coverage for each occurrence and shall name the District and its supervisors, officers, employees, agents, and representatives as additional insureds. Licensee agrees to furnish a certificate to the District showing compliance with this section prior to the Event. Licensee understands and agrees that failure to provide a certificate of Event Insurance as required by this section may cause the District to cancel the Event, without prior notice.

Indemnification.

Licensee (individually and on behalf of all persons in attendance at the Event in any way related to Licensee), by virtue of his or her operation, organization, arrangement or sponsoring of the Event by Licensee, agrees to defend, indemnify and hold harmless the agrees to defend, indemnify, and hold harmless the District and its supervisors, officers, agents, employees, successors, assigns, members, affiliates, or representatives from any and all liability, claims, actions, suits, liens, or demands by any person (including Event vendors and participants), corporation or other entity, for any injuries, sickness, disease, death, theft and real or personal property damage of any nature arising out of, or in connection with, the acts or omissions of Licensee (and his or her agents, employees, invitees, and business associates) in connection with the use of the District’s property and facilities, participation in the Event, or violation of any laws, rules, and regulations. Should Licensee or any Event vendor bring suit or any claim against the District or its respective officers, agents, staff, supervisors, members or employees in connection with the Event operated, organized, arranged or sponsored by Licensee or any facility owned by the District, and fail to obtain judgment therein against the District or its respective officers, agents, staff, supervisors, members and employees, Licensee shall be liable to the District for all costs and expenses incurred by it in the defense of such suit (including, but not limited to, court

costs and attorneys’ fees through all appellate proceedings, both in court and out of court). Provided, however, this indemnity excludes any claims or cause of action arising from or related to the District’s gross negligence or willful misconduct.

Obligations under this Agreement shall include, but are not limited to, all costs including the payment of all settlements, judgments, damages, liquidated damages, penalties, fines, forfeitures, back pay awards, court costs, arbitration and/or mediation costs, litigation and other related expenses, attorneys’ fees, paralegal fees (incurred in court, out of court, on appeal, or in bankruptcy proceedings), and any interests accrued against the District.

In the event that the District is required to enforce this Agreement by court proceedings or otherwise, then the District shall be entitled to recover from Licensee all costs incurred, including reasonable attorneys’ fees.

Nothing in this Agreement shall be construed as a waiver of the District’s sovereign immunity or limits of liability beyond any statutory limited waiver of immunity or limits of liability which may have been adopted by the Florida Legislature in section 768.28, Florida Statutes, or other statute, and nothing in this Agreement shall inure to the benefit of any third party for the purpose of allowing any claim which would otherwise be barred under such limitations of liability or by operation of law. The provisions of this paragraph shall survive suspension or revocation of the License or termination of this Agreement.

Suspension, Revocation and Termination. The District and Licensee acknowledge and agree that the License granted herein is a mere privilege and may be immediately suspended or revoked, with or without cause, at the sole discretion of the District. In the event the District exercises its right to suspend or revoke the License, the District shall provide Licensee written notice of the suspension or revocation, which shall be effective immediately upon receipt by Licensee of the notice. Licensee may terminate this Agreement upon written notice to the District. The failure of any party hereto to enforce any provision of this Agreement shall not be construed to be a waiver of such or any other provision, nor in any way to affect the validity of all or any part of this Agreement or the right of such party thereafter to enforce each and every provision. No waiver of any breach shall be held to constitute a waiver of any other or subsequent breach.

Compliance with Governmental Regulations. Licensee agrees to follow all Federal, State, County, and District rules, policies and regulations when holding the Event and assumes all liability for any fines, notices, or violations the District receives as a result of the Event. This includes acquiring all the proper permits and documentation for the Event and complying with any relevant statutes, rules, ordinances, regulations or other laws.

Enforcement of License Agreement. A default by either party under this Agreement shall entitle the other party to all remedies available at law or in equity, which shall include, but not be limited to, the right of damages, injunctive relief, and specific performance.

Notwithstanding this, Licensee’s right to recover damages from the District on any and all claims
of any type shall be limited in all instances to no more than one hundred dollars ($100).

PUBLIC RECORDS. Licensee understands and agrees that all documents of any kind provided to the District in connection with this Agreement may be public records, and, accordingly, Licensee agrees to comply with all applicable provisions of Florida law in handling such records, including, but not limited to, Section 119.0701, Florida Statutes. Licensee acknowledges that the designated public records custodian for the District is Katie O’Rourke (“Public Records Custodian”). Among other requirements and to the extent applicable by law, Licensee shall 1) keep and maintain public records required by the District to perform the service;
2) upon request by the Public Records Custodian, provide the District with the requested public records or allow the records to be inspected or copied within a reasonable time period at a cost that does not exceed the cost provided in Chapter 119, Florida Statutes; 3) ensure that public records which are exempt or confidential, and exempt from public records disclosure requirements, are not disclosed except as authorized by law for the duration of the contract term and following the contract term if Licensee does not transfer the records to the Public Records Custodian of the District; and 4) upon completion of the contract, transfer to the District, at no cost, all public records in Licensee’s possession or, alternatively, keep, maintain and meet all applicable requirements for retaining public records pursuant to Florida laws. When such public records are transferred by Licensee, Licensee shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. All records stored electronically must be provided to the District in a format that is compatible with Microsoft Word or Adobe PDF formats.

IF LICENSEE HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO LICENSEE’S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE PUBLIC RECORDS CUSTODIAN AT (407) 841-5524, KOROURKE@GMSCFL.COM, OR AT 219 EAST LIVINGSTON STREET, ORLANDO, FLORIDA 32801.
Controlling Law; Venue; Remedies. This Agreement and the provisions contained in this Agreement shall be construed, interpreted, and controlled according to the laws of the State of Florida. All actions and disputes shall be brought in the proper court and venue, which shall be Polk County, Florida.

SEVERABILITY. The invalidity or unenforceability of any one or more provisions of this Agreement shall not affect the validity or enforceability of the remaining portions of this Agreement, or any part of this Agreement not held to be invalid or unenforceable.

Non-Transfer or Assignment. The License shall be for the sole use by Licensee and shall not be assigned or transferred without the prior written consent of the District in its sole discretion. A transfer or assignment of all or any part of the License without such prior written consent shall be void.

ENTIRE AGREEMENT. This is the entire agreement of the Parties as it relates to the subject of this Agreement. This Agreement may not be amended except in writing signed by both Parties. This Agreement supersedes any prior agreement between the District and Licensee regarding the use of the License Area. This Agreement shall not be recorded in the public records.

COUNTERPARTS. This Agreement may be executed in any number of counterparts, each of which when executed and delivered shall be an original; however, all such counterparts together shall constitute but one and the same instrument.

Anti-Human Trafficking. Licensee certifies, by acceptance of this Agreement, that neither it nor its principals utilize coercion for labor or services as defined in Section 787.06, Florida Statutes. Licensee agrees to execute an affidavit in compliance with Section 787.06(14), Florida Statutes, in a form acceptable to the District, and acknowledges that if Licensee refuses to sign said affidavit, the District may terminate this Agreement immediately.

In witness whereof, the Parties execute this Agreement the day and year first written
above.

Wind Meadows South
Community Development District

Wind Meadows South

By:
Wind Meadows South Events Committee

Its: 	^Wms	

Exhibit A:	License Area

EXHIBIT A
License Area

Licensee requested use of a portion of the open space area identified as “Tract B” in that certain plat entitled “Wind Meadows South Phase One,” recorded in Plat Book 191, Pages 21 et seq., in the Official Records of Polk County, Florida, as outlined in the image below:

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DIBARTOLOMEO, MCBEE, HARTLEY & BARNES, P.A.
CERTIFIED PUBLIC ACCOUNTANTS

September 10, 2026
Wind Meadows South Community Development District Board of Supervisors
We are pleased to confirm our understanding of the services we are to provide Wind Meadows South Community Development District, (“the District”) for the fiscal year ended September 30, 2026 and with an option for additional annual renewals. This letter serves to renew our agreement and establish the terms and fee for the 2026 audit.
Audit Scope and Objectives
We will audit the financial statements of the governmental activities, the aggregate discretely presented component units, each major fund (general fund, debt service fund, capital projects fund), and the aggregate remaining fund information, and the disclosures, which collectively comprise the basic financial statements of the District as of and for the year ended September 30, 2026. In addition, we will examine the District’s compliance with the requirements of Section 218.415 Florida Statutes in accordance with Rule 10.556(10) of the Auditor General of the State of Florida. Accounting standards generally accepted in the United States of America (GAAP) provide for certain required supplementary information (RSI), such as management’s discussion and analysis (MD&A), to supplement the District‘s basic financial statements. Such information, although not a part of the basic financial statements, is required by the Governmental Accounting Standards Board who considers it to be an essential part of financial reporting for placing the basic financial statements in an appropriate operational, economic, or historical context. As part of our engagement we will apply certain limited procedures to the District‘s RSI in accordance with auditing standards generally accepted in the United States of America (GAAS). These limited procedures will consist of inquiries of management regarding the methods of preparing the information and comparing the information for consistency with management’s responses to our inquiries, the basic financial statements, and other knowledge we obtained during our audit of the basic financial statements. We will not express an opinion or provide any assurance on the information because the limited procedures do not provide us with sufficient appropriate evidence to express an opinion or provide any assurance. The following RSI is required by GAAP and will be subjected to certain limited procedures, but will not be audited.
Management’s Discussion and Analysis
Budgetary comparison schedule
The objectives of our audit are to obtain reasonable assurance as to whether the financial statements as a whole are free from material misstatement, whether due to fraud or error; issue an auditor’s report that includes our opinion about whether your financial statements are fairly presented, in all material respects, in conformity with GAAP; and report on the fairness of the supplementary information referred to in the second paragraph when considered in relation to the financial statements as a whole. Reasonable assurance is a high level of assurance but is not absolute assurance and therefore is not a guarantee that an audit conducted in accordance with GAAS will always detect a material misstatement when it exists. Misstatements, including omissions, can arise from fraud or error and are considered material if there is a substantial likelihood that, individually or in the aggregate, they would influence the judgment of a reasonable user made based on the financial statements.
Auditor’s Responsibilities for the Audit of the Financial Statements
We will conduct our audit in accordance with GAAS and will include tests of your accounting records and other procedures we consider necessary to enable us to express such opinions. As part of an audit in accordance with GAAS, we exercise professional judgment and maintain professional skepticism throughout the audit.

2222 Colonial Road, Suite 201 • Fort Pierce, Florida 34950 • 772-461-8833 • Fax: 772-461-8872 591 S.E. Port St. Lucie Blvd., • Port St. Lucie, Florida 34984 • 772-878-1952 • Fax: 772-878-1709
Member AICPA	Member AICPA Division for CPA Firms	Member FICPA Private Company Practice Section
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We will evaluate the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management. We will also evaluate the overall presentation of the financial statements, including the disclosures, and determine whether the financial statements represent the underlying transactions and events in a manner that achieves fair presentation. We will plan and perform the audit to obtain reasonable assurance about whether the financial statements are free of material misstatement, whether from (1) errors, (2) fraudulent financial reporting, (3) misappropriation of assets, or (4) violations of laws or governmental regulations that are attributable to the government or to acts by management or employees acting on behalf of the government.
Because of the inherent limitations of an audit, combined with the inherent limitations of internal control, and because we will not perform a detailed examination of all transactions, there is an unavoidable risk that some material misstatements may not be detected by us, even though the audit is properly planned and performed in accordance with GAAS. In addition, an audit is not designed to detect immaterial misstatements or violations of laws or governmental regulations that do not have a direct and material effect on the financial statements. However, we will inform the appropriate level of management of any material errors, fraudulent financial reporting, or misappropriation of assets that comes to our attention. We will also inform the appropriate level of management of any violations of laws or governmental regulations that come to our attention, unless clearly inconsequential. Our responsibility as auditors is limited to the period covered by our audit and does not extend to any later periods for which we are not engaged as auditors.
We will also conclude, based on the audit evidence obtained, whether there are conditions or events, considered in the aggregate, that raise substantial doubt about the government’s ability to continue as a going concern for a reasonable period of time.
Our procedures will include tests of documentary evidence supporting the transactions recorded in the accounts, tests of the physical existence of inventories, and direct confirmation of receivables and certain assets and liabilities by correspondence with selected customers, creditors, and financial institutions. We will also request written representations from your attorneys as part of the engagement.
We may, from time to time and depending on the circumstances, use third-party service providers in serving your account. We may share confidential information about you with these service providers but remain committed to maintaining the confidentiality and security of your information. Accordingly, we maintain internal policies, procedures, and safeguards to protect the confidentiality of your personal information. In addition, we will secure confidentiality agreements with all service providers to maintain the confidentiality of your information and we will take reasonable precautions to determine that they have appropriate procedures in place to prevent the unauthorized release of your confidential information to others. In the event that we are unable to secure an appropriate confidentiality agreement, you will be asked to provide your consent prior to the sharing of your confidential information with the third-party service provider. Furthermore, we will remain responsible for the work provided by any such third-party service providers.
Our audit of the financial statements does not relieve you of your responsibilities.
Audit Procedures—Internal Control
We will obtain an understanding of the government and its environment, including internal control relevant to the audit, sufficient to identify and assess the risks of material misstatement of the financial statements, whether due to error or fraud, and to design and perform audit procedures responsive to those risks and obtain evidence that is sufficient and appropriate to provide a basis for our opinions. The risk of not detecting a material misstatement resulting from fraud is higher than for one resulting from error, as fraud may involve collusion, forgery, intentional omissions, misrepresentation, or the override of internal control. An audit is not designed to provide assurance on internal control or to identify deficiencies in internal control. Accordingly, we will express no such opinion. However, during the audit, we will communicate to management and those charged with governance internal control related matters that are required to be communicated under AICPA professional standards.
Audit Procedures—Compliance
As part of obtaining reasonable assurance about whether the financial statements are free of material misstatement, we will perform tests of the District’s compliance with the provisions of applicable laws, regulations, contracts, and agreements. However, the objective of our audit will not be to provide an opinion on overall compliance and we will not express such an opinion.
Other Services
We will also prepare the financial statements of Wind Meadows South Community Development District in conformity with accounting principles generally accepted in the United States of America based on information provided by you.
We will perform the services in accordance with applicable professional standards. The other services are limited to the financial statement services previously defined. We, in our sole professional judgment, reserve the right to refuse to perform any procedure or take any action that could be construed as assuming management responsibilities.
You agree to assume all management responsibilities for the financial statement preparation services and any other nonattest services we provide; oversee the services by designating an individual, preferably from senior management, with suitable skill, knowledge, or experience; evaluate the adequacy and results of the services; and accept responsibility for them.
Responsibilities of Management for the Financial Statements
Our audit will be conducted on the basis that you acknowledge and understand your responsibility for designing, implementing, and maintaining internal controls relevant to the preparation and fair presentation of financial statements that are free from material misstatement, whether due to fraud or error, including monitoring ongoing activities; for the selection and application of accounting principles; and for the preparation and fair presentation of the financial statements in conformity with accounting principles generally accepted in the United States of America with the oversight of those charged with governance.
Management is responsible for making information available for the drafting of financial statements, all financial records, and related information available to us and for the accuracy and completeness of that information (including information from outside of the general and subsidiary ledgers). You are also responsible for providing us with (1) access to all information of which you are aware that is relevant to the preparation and fair presentation of the financial statements, such as records, documentation, identification of all related parties and all related-party relationships and transactions, and other matters; (2) additional information that we may request for the purpose of the audit; and (3) unrestricted access to persons within the government from whom we determine it necessary to obtain audit evidence. At the conclusion of our audit, we will require certain written representations from you about the financial statements and related matters.
Your responsibilities include adjusting the financial statements to correct material misstatements and confirming to us in the management representation letter that the effects of any uncorrected misstatements aggregated by us during the current engagement and pertaining to the latest period presented are immaterial, both individually and in the aggregate, to the financial statements of each opinion unit taken as a whole.
You are responsible for the design and implementation of programs and controls to prevent and detect fraud, and for informing us about all known or suspected fraud affecting the government involving (1) management, (2) employees who have significant roles in internal control, and (3) others where the fraud could have a material effect on the financial statements. Your responsibilities include informing us of your knowledge of any allegations of fraud or suspected fraud affecting the government received in communications from employees, former employees, grantors, regulators, or others. In addition, you are responsible for identifying and ensuring that the government complies with applicable laws and regulations.
You are responsible for the preparation of the supplementary information in conformity with accounting principles generally accepted in the United States of America (GAAP). You agree to include our report on the supplementary information in any document that contains, and indicates that we have reported on, the supplementary information. You also agree to include the audited financial statements with any presentation of the supplementary information that includes our report thereon. Your responsibilities include acknowledging to us in the representation letter that (1) you are responsible for presentation of the supplementary information in accordance with GAAP; (2) you believe the supplementary information, including its form and content, is fairly presented in accordance with GAAP; (3) the methods of measurement or presentation have not changed from those used in the prior period (or, if they have changed, the reasons for such changes); and (4) you have disclosed to us any significant assumptions or interpretations underlying the measurement or presentation of the supplementary information.
Engagement Administration, Fees, and Other
We understand that your employees will prepare all cash or other confirmations we request and will locate any documents selected by us for testing.
Subject to applicable laws and regulations, audit documentation and appropriate individuals will be made available upon request and in a timely manner to a cognizant or oversight agency or its designee, a federal agency providing direct or indirect funding, or the U.S. Government Accountability Office for purposes of a quality review of the audit, to resolve audit findings, or to carry out oversight responsibilities. We will notify you of any such request. If requested, access to such audit documentation will be provided under the supervision of DiBartolomeo, McBee, Hartley & Barnes, P.A. personnel. Furthermore, upon request, we may provide copies of selected audit documentation to the aforementioned parties. These parties may intend, or decide, to distribute the copies or information contained therein to others, including other governmental agencies. Notwithstanding the foregoing, the parties acknowledge that various documents reviewed or produced during the conduct of the audit may be public records under Florida law.
The audit documentation for this engagement will be retained for a minimum of five years after the report release date. If we are aware that a federal awarding agency or auditee is contesting an audit finding, we will contact the party(ies) contesting the audit finding for guidance prior to destroying the audit documentation.
Jim Hartley is the engagement partner and is responsible for supervising the engagement and signing the report or authorizing another individual to sign it. Our fees for these services are not to exceed $3,400. The fee estimate is based on anticipated cooperation from your personnel and the assumption that unexpected circumstances will not be encountered during the audit. If significant additional time is necessary or if additional Bonds are issued, we will discuss it with you and arrive at a new fee estimate before we incur the additional costs. Our invoices for these fees will be rendered each month as work progresses and are payable on presentation. If we elect to terminate our services for nonpayment, our engagement will be deemed to have been completed upon written notification of termination, even if we have not completed our report. You will be obligated to compensate us for all time expended and to reimburse us for all out-of-pocket expenditures through the date of termination.
Either party may unilaterally terminate this agreement, with or without cause, upon thirty (30) days written notice. Upon any termination of this Agreement, the District will pay all invoices for services rendered prior to the date of the notice of termination but subject to any offsets that the District may have. Pursuant to Section 218.391, Florida Statutes, all invoices for fees or other compensation must be submitted in sufficient detail to demonstrate compliance with the terms of this engagement.
We shall take all necessary steps to ensure that the audit is completed in a timely fashion so that the financial reports and audits may be approved by the District’s Board of Supervisors within 180 days after the end of the fiscal year under review.
We agree and understand that Chapter 119, Florida Statutes, may be applicable to documents prepared in connection with the services provided hereunder and agree to cooperate with public record requests made there under. In connection with this Agreement, we agree to comply with all provisions of Florida’s public records laws, including but not limited to Section 119.0701, Florida Statutes, the terms of which are incorporated herein. Among other requirements, we will:
Keep and maintain public records required by the District to perform the service.
Upon request from the District’s custodian of public records, provide the District with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in Chapter 119, Florida Statutes or as otherwise provided by law.
Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the Agreement if the auditor does not transfer the records to the District.
Upon completion of this Agreement, transfer, at no cost, to the District all public records in possession of the auditor or keep and maintain public records required by the District to perform the service. If the auditor transfers all public records to the District upon completion of this Agreement, the auditor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the auditor
keeps and maintains public records upon completion of the Agreement, the auditor shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the District, upon request from the District’s custodian of public records, in a format that is compatible with the information technology systems of the District.
If auditor has questions regarding the application of Chapter 119, Florida statutes, to its duty to provide public records relating to this agreement, contact the public records custodian at: c/o Governmental Management Services – Central Florida LLC, 219 East Livingston Street, Orlando, Florida 32801, or recordrequest@gmscfl.com, phone: (407) 841-5524.
Reporting
We will issue a written report upon completion of our audit of Wind Meadows South Community Development District’s financial statements. Our report will be addressed to the Board of Supervisors of the District. Circumstances may arise in which our report may differ from its expected form and content based on the results of our audit. Depending on the nature of these circumstances, it may be necessary for us to modify our opinions, add a separate section, or add an emphasis-of-matter or other-matter paragraph to our auditor’s report, or if necessary, withdraw from this engagement. If our opinions are other than unmodified, we will discuss the reasons with you in advance. If, for any reason, we are unable to complete the audit or are unable to form or have not formed opinions, we may decline to express opinions or withdraw from this engagement.
We appreciate the opportunity to be of service to Wind Meadows South Community Development District and believe this letter accurately summarizes the terms of our engagement, and, with any addendum, if applicable, is the complete and exclusive statement of the agreement between DiBartolomeo, McBee, Hartley & Barnes and the District with respect to the terms of the engagement between the parties. If you have any questions, please let us know. If you agree with the terms of our engagement as described in this letter, please sign the attached copy and return it to us.

DiBartolomeo, McBee, Hartley & Barnes, P.A.

RESPONSE:

This letter correctly sets forth the understanding of Wind Meadows South Community Development District. Signature: 	
Title: 	

Date: 	

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This item will be provided under separate cover

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200 S. F. Street
Haines City, Florida 33844
Polk County License # 214815

| Qty | Unit | Unit Cost | TOTAL
Palm Tree Trimming and Disposal | 11 | EA | $65.00 | $715.00
| | | Total: | $715.00

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200 S. F. Street
Haines City, Florida 33844
Polk County License # 214815

| Qty | Unit | Unit Cost | TOTAL
Mini Pine Bark | 319 | CY | $60.00 | $19,140.00
| | | Total: | $19,140.00

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200 S. F. Street
Haines City, Florida 33844
Polk County License # 214815

| Qty | Unit | Unit Cost | TOTAL
Removal of Pine Bark | 1 | EA | $3,600.00 | $3,600.00
Cocco Cypress Mulch | 346 | CY | $75.00 | $25,950.00
| | | Total: | $29,950.00

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200 S. F. Street
Haines City, Florida 33844
Polk County License # 214815

| Qty | Unit | Unit Cost | TOTAL
Removal of Pine Bark At The Pool | 1 | EA | $545.00 | $545.00
Cocca Cypress Mulch (Pool Area) | 28 | CY | $75.00 | $2,100.00
| | | Total: | $2,645.00

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200 S. F. Street
Haines City, Florida 33844
Polk County License # 214815

| PROPOSAL TO INSTALL PINE BARK AT THE POOL | | |
| Qty | Unit | Unit Cost | TOTAL
Mini Pine Bark | 28 | CY | $60.00 | $1,680.00
| | | Total: | $1,680.00

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August 13, 2026 to September 10, 2026

Fund | Date | Check No.'s | Amount
General Fund | 8/18/26 | 677-679 | $	9,013.06
| 8/25/26 | 680-681 | $	3,024.39
| 9/1/26 | 682-686 | $	19,909.78
| | | $	31,947.23
General Fund Auto Pays | 9/8/26 | 80044-80046 | $	3,260.96
| | | $	3,260.96
Total | | | $	35,208.19
AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	9/15/26	PAGE	1
*** CHECK DATES 08/13/2026 - 09/10/2026 ***	WIND MEADOWS SOUTH CDD
BANK A WMS GENERAL FUND
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS
143	202608 320-53800-34000
FIELD MANAGEMENT AUG 26
144	202608 310-51300-34000
MANAGEMENT FEES AUG 26
144	202608 310-51300-35200
WEBSITE ADMIN AUG 26
144	202608 310-51300-35100
INFORMATION TECH AUG 26
144	202608 310-51300-31300
DISSEMINATION SVC AUG 26
144	202608 330-57200-48300
AMENITY ACCESS AUG 26
144	202608 310-51300-51000
OFFICE SUPPLIES
144	202608 310-51300-42000
POSTAGE
GOVERNMENTAL MANAGEMENT SERVICES-CF	7,150.86 000677
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8/18/26 00052	8/10/26 103486	202608 330-57200-34500	*	1,677.20
SECURITY 8/3/26-8/9/26
NATION SECURITY SERVICES, LLC	1,677.20 000678
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8/18/26 00021	8/11/26 33255	202608 330-57200-49000	*	185.00
NEW LIFE RING
MCDONNELL CORPORATION DBA	185.00 000679
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8/25/26 00005	8/15/26 15707	202607 310-51300-31500	*	2,765.39
GENERAL COUNSEL JUL26
KILINSKI VAN WYK PLLC	2,765.39 000680
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8/25/26 00028	8/01/26 25671	202608 320-53800-46200	*	259.00
FUEL CHARGE AUG 26
PRINCE & SONS, INC.	259.00 000681
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
9/01/26 00016	8/31/26 22421	202608 320-53800-47000	*	475.00
LAKE MAINTENANCE AUG 26
AQUATIC WEED MANAGEMENT, INC.	475.00 000682
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
9/01/26 00027	8/27/26 18855	202608 330-57200-48200	*	1,060.00
CLEANING AUG 26
CSS CLEAN STAR SERVICES OF CFL	1,060.00 000683
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
9/01/26 00052	8/17/26 103596	202608 330-57200-34500	*	1,677.20
SECURITY 8/10/26-8/16/26
8/24/26 103711	202608 330-57200-34500	*	1,677.20
SECURITY 8/17/26-8/23/26
NATION SECURITY SERVICES, LLC	3,354.40 000684
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
WINM WIND MEADOWS	CWRIGHT
AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	9/15/26	PAGE	2
*** CHECK DATES 08/13/2026 - 09/10/2026 ***	WIND MEADOWS SOUTH CDD
BANK A WMS GENERAL FUND

IRRIGATION REPAIRS

REPLACED AUTOFILL
120.00

WINM WIND MEADOWS	CWRIGHT
AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	9/15/26	PAGE	3
*** CHECK DATES 08/13/2026 - 09/10/2026 ***	WIND MEADOWS SOUTH CDD
BANK Z GENERAL FUND AUTOPAY

0 QUIET QUAIL IRR AUG26

2510 RED EGRET IRR AUG 26
103.93

1785 QUIET QUAIL BL AUG26
188.49

TOTAL FOR BANK Z	3,260.96
TOTAL FOR REGISTER	35,208.19

WINM WIND MEADOWS	CWRIGHT

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Wind Meadows South
Community Development District

Unaudited Financial Reporting
August 31, 2026
Table of Contents

1 | Balance Sheet
2-3 | General Fund
4 | Debt Service Series 2021
5 | Debt Service Series 2023
6 | Capital Projects Fund Series 2023
7 | Capital Reserve Fund
8-9 | Month to Month
10 | Assessment Receipt Schedule
11 | Long Term Debt Schedule
Combined Balance Sheet August 31, 2026

| General | | Debt Service | Capital Reserve | | Totals | |
| Fund | | Fund | | Fund | Governmental Funds | |
Assets: | | | | | | | |
Operating Account | $ | 112,832 | $ | - | $ | - | $ | 112,832
State Board Administration | $ | 325,696 | $ | - | $ | - | $ | 325,696
Bank United Capital Reserve | $ | - | $ | - | $ | 205,899 | $ | 205,899
Prepaid Expenses | $ | 2,853 | $ | - | $ | - | $ | 2,853
Investments: | | | | | | | |
Series 2021 | | | | | | | |
Reserve | $ | - | $ | 259,211 | $ | - | $ | 259,211
Revenue | $ | - | $ | 255,616 | $ | - | $ | 255,616
Prepayment | $ | - | $ | 955 | $ | - | $ | 955
Series 2023 | | | | | | | |
Reserve | $ | - | $ | 52,353 | $ | - | $ | 52,353
Revenue | $ | - | $ | 296,225 | $ | - | $ | 296,225
Total Assets | $ | 441,382 | $ | 864,360 | $ | 205,899 | $ | 1,511,641
Liabilities: | | | | | | | |
Accounts Payable | $ | 22,741 | $ | - | $ | - | $ | 22,741
Total Liabilities | $ | 22,741 | $ | - | $ | - | $ | 22,741
Fund Balances: | | | | | | | |
Nonspendable: | | | | | | | |
Prepaid Items | $ | 2,853 | $ | - | $ | - | $ | 2,853
Restricted for: | | | | | | | |
Debt Service - Series 2021 | $ | - | $ | 515,782 | $ | - | $ | 515,782
Debt Service - Series 2023 | $ | - | $ | 348,577 | $ | - | $ | 348,577
Assigned for: | | | | | | | |
Capital Reserves | $ | - | $ | - | $ | 205,899 | $ | 205,899
Unassigned | $ | 415,788 | $ | - | $ | - | $ | 415,788
Total Fund Balances | $ | 418,641 | $ | 864,360 | $ | 205,899 | $ | 1,488,900
Total Liabilities & Fund Balance | $ | 441,382 | $ | 864,360 | $ | 205,899 | $ | 1,511,641

Adopted | Prorated Budget | Actual |
Budget | Thru 08/31/26 | Thru 08/31/26 | Variance

Revenues | | | |
Assessments - Tax Roll | $	798,089 | $	798,089 | $	801,371 | $	3,282
Miscellaneous Income | $	- | $	- | $	270 | $	270
Interest | $	- | $	- | $	15,991 | $	15,991
Total Revenues | $	798,089 | $	798,089 | $	817,632 | $	19,543
Expenditures: | | | |
General & Administrative: | | | |
Supervisor Fees | $	12,000 | $	11,000 | $	4,400 | $	6,600
FICA Expense | $	918 | $	842 | $	337 | $	505
Engineering | $	18,000 | $	16,500 | $	6,688 | $	9,813
Attorney | $	25,000 | $	22,917 | $	19,854 | $	3,063
Annual Audit | $	3,400 | $	3,400 | $	3,300 | $	100
Assessment Administration | $	6,180 | $	6,180 | $	6,180 | $	-
Arbitrage | $	900 | $	900 | $	900 | $	-
Dissemination | $	6,489 | $	5,948 | $	5,948 | $	-
Trustee Fees | $	8,869 | $	8,869 | $	8,330 | $	538
Management Fees | $	45,000 | $	41,250 | $	41,250 | $	-
Information Technology | $	1,947 | $	1,784 | $	1,785 | $	(0)
Website Maintenance | $	1,298 | $	1,190 | $	1,190 | $	(0)
Postage & Delivery | $	1,400 | $	1,283 | $	832 | $	451
Insurance | $	6,845 | $	6,845 | $	6,964 | $	(119)
Printing & Binding | $	200 | $	183 | $	62 | $	121
Legal Advertising | $	2,500 | $	2,500 | $	2,909 | $	(409)
Contingency | $	1,100 | $	1,100 | $	2,235 | $	(1,135)
Property Taxes | $	- | $	- | $	27 | $	(27)
Office Supplies | $	400 | $	367 | $	10 | $	357
Dues, Licenses & Subscriptions | $	175 | $	175 | $	175 | $	-
Total General & Administrative: | $	142,620 | $	133,232 | $	113,375 | $	19,858

Adopted | Prorated Budget | Actual |
Budget | Thru 08/31/26 | Thru 08/31/26 | Variance

Operations and Maintenance Expenditures | | | |
Field Operations | | | |
Property Insurance | $	22,335 | $	22,335 | $	19,247 | $	3,088
Field Management | $	17,034 | $	15,615 | $	15,615 | $	-
Landscape Maintenance | $	155,000 | $	142,083 | $	140,174 | $	1,910
Landscape Replacement | $	50,000 | $	45,833 | $	5,863 | $	39,971
Lake Maintenance | $	6,500 | $	5,958 | $	4,475 | $	1,483
Pond Maintenance | $	5,000 | $	4,583 | $	- | $	4,583
Streetlights | $	88,400 | $	81,033 | $	68,590 | $	12,443
Electric - Field | $	500 | $	458 | $	279 | $	179
Water & Sewer - Field | $	65,000 | $	59,583 | $	36,229 | $	23,355
Sidewalk & Asphalt Maintenance | $	2,500 | $	2,292 | $	- | $	2,292
Irrigation Repairs | $	8,000 | $	7,333 | $	5,728 | $	1,606
General Repairs & Maintenance | $	15,000 | $	13,750 | $	5,718 | $	8,032
Holiday Décor | $	7,500 | $	7,500 | $	10,167 | $	(2,667)
Field Contingency | $	5,000 | $	5,000 | $	1,632 | $	3,368
Subtotal Field Expenditures | $	447,769 | $	413,358 | $	313,716 | $	99,642
Amenity Expenditures | | | |
Amenity - Electric | $	15,000 | $	13,750 | $	13,321 | $	429
Amenity - Water | $	8,000 | $	7,333 | $	3,807 | $	3,526
Internet | $	3,000 | $	2,750 | $	715 | $	2,035
Pest Control | $	3,200 | $	2,933 | $	1,864 | $	1,069
Janitorial Service | $	16,000 | $	14,667 | $	11,740 | $	2,927
Security Services | $	35,000 | $	35,000 | $	49,910 | $	(14,910)
Pool Maintenance | $	40,000 | $	36,667 | $	34,700 | $	1,967
Pool Permit | $	- | $	- | $	280 | $	(280)
Amenity Repairs & Maintenance | $	15,000 | $	13,750 | $	3,395 | $	10,355
Amenity Access Management | $	12,500 | $	11,458 | $	11,458 | $	(0)
Contingency | $	10,000 | $	10,000 | $	19,572 | $	(9,572)
Subtotal Amenity Expenditures | $	157,700 | $	148,308 | $	150,764 | $	(2,455)
Total Operations and Maintenance: | $	605,469 | $	561,666 | $	464,479 | $	97,187
Other Expenditures | | | |
Capital Reserve - Transfer Out | $	50,000 | $	50,000 | $	50,000 | $	-
Total Other Expenditures | $	50,000 | $	50,000 | $	50,000 | $	-
Total Expenditures | $	798,089 | $	744,899 | $	627,854 | $	117,045
Excess Revenues (Expenditures) | $	- | | $	189,778 |
Fund Balance - Beginning | $	- | | $	228,862 |
Fund Balance - Ending | $	- | | $	418,641 |

| Adopted | Prorated Budget | | Actual | | | |
| | Budget | Thru 08/31/26 | Thru 08/31/26 | | Variance | |
Revenues: | | | | | | | |
Assessments - Tax Roll | $ | 520,000 | $ | 520,000 | $ | 520,730 | $ | 730
Interest | $ | 10,000 | $ | 10,000 | $ | 17,809 | $ | 7,809
Total Revenues | $ | 530,000 | $ | 530,000 | $ | 538,539 | $ | 8,539
Expenditures: | | | | | | | |
Interest - 11/1 | $ | 157,868 | $ | 157,868 | $ | 157,868 | $ | -
Principal - 5/1 | $ | 205,000 | $ | 205,000 | $ | 205,000 | $ | -
Interest - 5/1 | $ | 157,868 | $ | 157,868 | $ | 157,868 | $ | -
Total Expenditures | $ | 520,735 | $ | 520,735 | $ | 520,735 | $ | -
Excess (Deficiency) of Revenues over Expenditu $ | 9,265 | $ | 9,265 | $ | 17,804 | $ | 8,539 |
Fund Balance - Beginning | $ | 233,740 | | | $ | 497,978 | |
Fund Balance - Ending | $ | 243,005 | | | $ | 515,782 | |

Revenues:

Assessments - Tax Roll | $ | 523,525 | $ | 523,525 | $ | 525,526 | $ | 2,001
Interest | $ | 13,783 | $ | 13,783 | $ | 19,217 | $ | 5,434
Total Revenues | $ | 537,308 | $ | 537,308 | $ | 544,743 | $ | 7,435
Expenditures: | | | | | | | |
Interest - 11/1 | $ | 201,775 | $ | 201,775 | $ | 201,775 | $ | -
Principal - 5/1 | $ | 120,000 | $ | 120,000 | $ | 120,000 | $ | -
Interest - 5/1 | $ | 201,775 | $ | 201,775 | $ | 201,775 | $ | -
Total Expenditures | $ | 523,550 | $ | 523,550 | $ | 523,550 | $ | -
Excess (Deficiency) of Revenues over Expenditu $ | 13,758 | $ | 13,758 | $ | 21,193 | $ | 7,435 |
Other Financing Sources/(Uses): | | | | | | | |
Transfer In/(Out) | $ | - | $ | - | $ | (209,410) | $ | (209,410)
Total Other Financing Sources/(Uses) | $ | - | $ | - | $ | (209,410) | $ | (209,410)
Net Change in Fund Balance | $ | 13,758 | | | $ | (188,217) | |
Fund Balance - Beginning | $ | 273,295 | | | $ | 536,794 | |
Fund Balance - Ending | $ | 287,053 | | | $ | 348,577 | |

Revenues

Interest

$

-	$

-	$	-

$	-

Total Revenues | $ | -	$ | -	$	- | $	-

Expenditures:

Capital Outlay - Construction

$

-	$

-	$	209,410

$	(209,410)

Total Expenditures | $ | -	$ | -	$	209,410 | $	(209,410)
Excess (Deficiency) of Revenues over Expenditu | $ | -	$ | -	$	(209,410) | $	209,410

Other Financing Sources/(Uses)

Transfer In/(Out)

$

-	$

-	$	209,410

$	209,410

Total Other Financing Sources (Uses) | $ | -	$ | -	$	209,410 | $	209,410
Net Change in Fund Balance | $ | - | $	- |
Fund Balance - Beginning | $ | - | $	- |
Fund Balance - Ending | $ | - | $	- |
Revenues

Interest | $ | - | $ | - | $ | 4,909 | $ | 4,909
Total Revenues | $ | - | $ | - | $ | 4,909 | $ | 4,909

Expenditures:

Capital Outlay

$

1,000

$

917

$

-

$

917

Total Expenditures | $ | 1,000 | $ | 917 | $ | - | $ | 917
Excess (Deficiency) of Revenues over Expenditu $ | (1,000) | $ | (917) | $ | 4,909 | $ | 3,992 |

Other Financing Sources/(Uses)

Transfer In/(Out)

$

50,000

$

50,000

$

50,000

$

-

Total Other Financing Sources (Uses) | $ | 50,000 | $ | 50,000 | $ | 50,000 | $ | -
Net Change in Fund Balance | $ | 49,000 | | | $ | 54,909 | |
Fund Balance - Beginning | $ | 149,000 | | | $ | 150,991 | |
Fund Balance - Ending | $ | 198,000 | | | $ | 205,899 | |

| Oct | Nov | | Dec | | Jan | | Feb | | Mar | | Apr | | May | | Jun | | Jul | | Aug | Sep | | Total |
Revenues | | | | | | | | | | | | | | | | | | | | | | | |
Assessments - On Roll | $ | (8,584)  $ | 32,823 | $ | 740,709 | $ | 7,284 | $ | 16,513 | $ | 998 | $ | 4,376 | $ | - | $ | 7,225 | $ | 27 | $ | - | $	- | $ | 801,371
Miscellaneous Income | $ | -  $ | - | $ | - | $ | - | $ | - | $ | - | $ | 90 | $ | 90 | $ | - | $ | 30 | $ | 60 | $	- | $ | 270
Interest | $ | 388  $ | 222 | $ | 196 | $ | 1,880 | $ | 2,136 | $ | 2,292 | $ | 2,126 | $ | 2,008 | $ | 1,778 | $ | 1,594 | $ | 1,371 | $	- | $ | 15,991
Total Revenues | $ | (8,196) $ | 33,045 | $ | 740,905 | $ | 9,164 | $ | 18,648 | $ | 3,290 | $ | 6,593 | $ | 2,098 | $ | 9,003 | $ | 1,651 | $ | 1,431 | $	- | $ | 817,632
Expenditures: | | | | | | | | | | | | | | | | | | | | | | | |
General & Administrative: | | | | | | | | | | | | | | | | | | | | | | | |
Supervisor Fees | $ | -  $ | 600 | $ | - | $ | 600 | $ | - | $ | 1,000 | $ | - | $ | - | $ | 1,400 | $ | - | $ | 800 | $	- | $ | 4,400
FICA Expense | $ | -  $ | 46 | $ | - | $ | 46 | $ | - | $ | 77 | $ | - | $ | - | $ | 107 | $ | - | $ | 61 | $	- | $ | 337
Engineering | $ | 250  $ | - | $ | - | $ | 250 | $ | 250 | $ | 188 | $ | 3,563 | $ | 1,688 | $ | 500 | $ | - | $ | - | $	- | $ | 6,688
Attorney | $ | 1,722  $ | 1,842 | $ | 794 | $ | 2,262 | $ | 517 | $ | 1,689 | $ | 870 | $ | 3,490 | $ | 2,989 | $ | 2,765 | $ | 914 | $	- | $ | 19,854
Annual Audit | $ | -  $ | - | $ | - | $ | - | $ | - | $ | - | $ | - | $ | - | $ | 3,300 | $ | - | $ | - | $	- | $ | 3,300
Assessment Administration | $ | 6,180  $ | - | $ | - | $ | - | $ | - | $ | - | $ | - | $ | - | $ | - | $ | - | $ | - | $	- | $ | 6,180
Arbitrage | $ | -  $ | - | $ | 450 | $ | - | $ | - | $ | - | $ | - | $ | 450 | $ | - | $ | - | $ | - | $	- | $ | 900
Dissemination | $ | 541  $ | 541 | $ | 541 | $ | 541 | $ | 541 | $ | 541 | $ | 541 | $ | 541 | $ | 541 | $ | 541 | $ | 541 | $	- | $ | 5,948
Trustee Fees | $ | 2,483  $ | 4,074 | $ | - | $ | - | $ | - | $ | - | $ | - | $ | 1,773 | $ | - | $ | - | $ | - | $	- | $ | 8,330
Management Fees | $ | 3,750  $ | 3,750 | $ | 3,750 | $ | 3,750 | $ | 3,750 | $ | 3,750 | $ | 3,750 | $ | 3,750 | $ | 3,750 | $ | 3,750 | $ | 3,750 | $	- | $ | 41,250
Information Technology | $ | 162  $ | 162 | $ | 162 | $ | 162 | $ | 162 | $ | 162 | $ | 162 | $ | 162 | $ | 162 | $ | 162 | $ | 162 | $	- | $ | 1,785
Website Maintenance | $ | 108  $ | 108 | $ | 108 | $ | 108 | $ | 108 | $ | 108 | $ | 108 | $ | 108 | $ | 108 | $ | 108 | $ | 108 | $	- | $ | 1,190
Postage & Delivery | $ | 15  $ | 72 | $ | 18 | $ | 337 | $ | 21 | $ | 55 | $ | 11 | $ | 63 | $ | 56 | $ | 57 | $ | 127 | $	- | $ | 832
Insurance | $ | 6,309  $ | - | $ | - | $ | - | $ | - | $ | - | $ | - | $ | 655 | $ | - | $ | - | $ | - | $	- | $ | 6,964
Printing & Binding | $ | -  $ | - | $ | - | $ | - | $ | - | $ | - | $ | 8 | $ | - | $ | 52 | $ | 2 | $ | - | $	- | $ | 62
Legal Advertising | $ | -  $ | 350 | $ | 1,011 | $ | - | $ | - | $ | - | $ | 398 | $ | 398 | $ | - | $ | 753 | $ | - | $	- | $ | 2,909
Contingency | $ | 75  $ | 1,508 | $ | 51 | $ | 53 | $ | 52 | $ | 202 | $ | 52 | $ | 67 | $ | 53 | $ | 68 | $ | 54 | $	- | $ | 2,235
Property Taxes | $ | 27  $ | - | $ | - | $ | - | $ | - | $ | - | $ | - | $ | - | $ | - | $ | - | $ | - | $	- | $ | 27
Office Supplies | $ | 1  $ | 1 | $ | 1 | $ | 1 | $ | 1 | $ | 0 | $ | 0 | $ | 2 | $ | 1 | $ | 1 | $ | 1 | $	- | $ | 10
Dues, Licenses & Subscriptions | $ | 175  $ | - | $ | - | $ | - | $ | - | $ | - | $ | - | $ | - | $ | - | $ | - | $ | - | $	- | $ | 175
Total General & Administrative: | $ | 21,797  $ | 13,054 | $ | 6,886 | $ | 8,110 | $ | 5,402 | $ | 7,772 | $ | 9,462 | $ | 13,146 | $ | 13,019 | $ | 8,207 | $ | 6,519 | $	- | $ | 113,375

| Oct | Nov | Dec | | Jan | Feb | Mar | Apr | May | Jun | Jul | Aug | Sep | | Total |
Operations and Maintenance Expenses | | | | | | | | | | | | | | | |

Field Operations
Property Insurance

$

19,247  $

-  $

-

$

-  $

-  $

-  $

-  $

-  $

-  $

-  $

-  $

-

$

19,247

Field Management | $ | 1,420  $ | 1,420  $ | 1,420 | $ | 1,420  $ | 1,420  $ | 1,420  $ | 1,420  $ | 1,420  $ | 1,420  $ | 1,420  $ | 1,420  $ | - | $ | 15,615
Landscape Maintenance | $ | 11,120  $ | 11,120  $ | 12,960 | $ | 12,960  $ | 12,960  $ | 12,960  $ | 12,960  $ | 13,348  $ | 13,348  $ | 13,219  $ | 13,219  $ | - | $ | 140,174
Landscape Replacement | $ | -  $ | -  $ | - | $ | -  $ | 1,870  $ | -  $ | -  $ | -  $ | 3,030  $ | 963  $ | -  $ | - | $ | 5,863
Lake Maintenance | $ | 225  $ | 225  $ | 225 | $ | 475  $ | 475  $ | 475  $ | 475  $ | 475  $ | 475  $ | 475  $ | 475  $ | - | $ | 4,475
Streetlights | $ | 6,194  $ | 6,194  $ | 6,208 | $ | 6,208  $ | 6,208  $ | 6,260  $ | 6,260  $ | 6,243  $ | 6,243  $ | 6,329  $ | 6,243  $ | - | $ | 68,590
Electric - Field | $ | 24  $ | 26  $ | 34 | $ | 24  $ | 24  $ | 24  $ | 24  $ | 24  $ | 24  $ | 27  $ | 24  $ | - | $ | 279
Water & Sewer - Field | $ | 7,424  $ | 3,594  $ | 3,487 | $ | 4,379  $ | 2,359  $ | 2,973  $ | 2,294  $ | 1,388  $ | 1,659  $ | 3,601  $ | 3,072  $ | - | $ | 36,229
Sidewalk & Asphalt Maintenance | $ | -  $ | -  $ | - | $ | -  $ | -  $ | -  $ | -  $ | -  $ | -  $ | -  $ | -  $ | - | $ | -
Irrigation Repairs | $ | 277  $ | 1,188  $ | 714 | $ | 128  $ | -  $ | -  $ | -  $ | -  $ | 1,636  $ | 495  $ | 1,290  $ | - | $ | 5,728
General Repairs & Maintenance | $ | 83  $ | -  $ | 1,385 | $ | -  $ | 917  $ | 1,139  $ | -  $ | 1,462  $ | -  $ | 733  $ | -  $ | - | $ | 5,718
Holiday Décor | $ | 3,389  $ | 3,389  $ | - | $ | -  $ | -  $ | -  $ | -  $ | -  $ | -  $ | 3,389  $ | -  $ | - | $ | 10,167
Field Contingency | $ | -  $ | -  $ | - | $ | -  $ | 220  $ | -  $ | -  $ | -  $ | -  $ | 1,412  $ | -  $ | - | $ | 1,632
Total Field Expenses | $ | 49,402  $ | 27,155  $ | 26,432 | $ | 25,593  $ | 26,452  $ | 25,250  $ | 23,433  $ | 24,359  $ | 27,835  $ | 32,062  $ | 25,744  $ | - | $ | 313,716
Amenity Expenditures | | | | | | | | | | | | | | | |
Amenity - Electric | $ | 1,224  $ | 1,208  $ | 1,271 | $ | 1,265  $ | 1,123  $ | 1,282  $ | 1,164  $ | 1,119  $ | 1,168  $ | 1,203  $ | 1,296  $ | - | $ | 13,321
Amenity - Water | $ | 716  $ | 331  $ | 338 | $ | 410  $ | 453  $ | 310  $ | 210  $ | 246  $ | 260  $ | 346  $ | 188  $ | - | $ | 3,807
Internet | $ | 65  $ | 65  $ | 65 | $ | 65  $ | 65  $ | 65  $ | 65  $ | 65  $ | 65  $ | 65  $ | 65  $ | - | $ | 715
Pest Control | $ | 120  $ | 247  $ | 126 | $ | 126  $ | 247  $ | 126  $ | 126  $ | 247  $ | 126  $ | 126  $ | 247  $ | - | $ | 1,864
Janitorial Service | $ | 1,060  $ | 1,070  $ | 1,070 | $ | 1,070  $ | 1,050  $ | 1,050  $ | 1,130  $ | 1,080  $ | 1,050  $ | 1,050  $ | 1,060  $ | - | $ | 11,740
Security Services | $ | 5,805  $ | 1,212  $ | 2,674 | $ | 2,819  $ | 2,500  $ | 3,891  $ | 2,246  $ | 3,275  $ | 2,500  $ | 16,280  $ | 6,709  $ | - | $ | 49,910
Pool Maintenance | $ | 3,150  $ | 3,150  $ | 3,150 | $ | 3,150  $ | 3,150  $ | 3,150  $ | 3,150  $ | 3,150  $ | 3,200  $ | 3,150  $ | 3,150  $ | - | $ | 34,700
Pool Permit | $ | -  $ | -  $ | - | $ | -  $ | -  $ | -  $ | -  $ | 280  $ | -  $ | -  $ | -  $ | - | $ | 280
Amenity Repairs & Maintenance | $ | -  $ | 1,600  $ | - | $ | 165  $ | -  $ | 940  $ | -  $ | 690  $ | -  $ | -  $ | -  $ | - | $ | 3,395
Amenity Access Management | $ | 1,042  $ | 1,042  $ | 1,042 | $ | 1,042  $ | 1,042  $ | 1,042  $ | 1,042  $ | 1,042  $ | 1,042  $ | 1,042  $ | 1,042  $ | - | $ | 11,458
Contingency | $ | 12,000  $ | 7  $ | - | $ | -  $ | -  $ | -  $ | 598  $ | 1,244  $ | 843  $ | 3,926  $ | 955  $ | - | $ | 19,572
Total Amenity Expenses | $ | 25,181  $ | 9,932  $ | 9,736 | $ | 10,111  $ | 9,629  $ | 11,855  $ | 9,730  $ | 12,438  $ | 10,253  $ | 27,187  $ | 14,712  $ | - | $ | 150,764
Total Operations and Maintenance: | $ | 74,584  $ | 37,087  $ | 36,167 | $ | 35,704  $ | 36,080  $ | 37,105  $ | 33,163  $ | 36,797  $ | 38,087  $ | 59,249  $ | 40,456  $ | - | $ | 464,479
Other Expenditures | | | | | | | | | | | | | | | |
Capital Reserves - Transfer | $ | 50,000  $ | -  $ | - | $ | -  $ | -  $ | -  $ | -  $ | -  $ | -  $ | -  $ | -  $ | - | $ | 50,000
Total Other Expenditures | $ | 50,000  $ | -  $ | - | $ | -  $ | -  $ | -  $ | -  $ | -  $ | -  $ | -  $ | -  $ | - | $ | 50,000
Total Expenditures | $ | 46,381  $ | 50,141  $ | 43,053 | $ | 43,813  $ | 41,482  $ | 44,877  $ | 42,625  $ | 49,944  $ | 51,106  $ | 67,456  $ | 46,975  $ | - | $ | 627,854
Excess Revenues (Expenditures) | $ | (54,577)  $ | (17,096)  $ | 697,852 | $ | (34,650)  $ | (22,834)  $ | (41,587)  $ | (36,032)  $ | (47,846)  $ | (42,103)  $ | (65,805)  $ | (45,544)  $ | - | $ | 189,778
COMMUNITY DEVELOPMENT DISTRICT
Special Assessment Receipts Fiscal Year 2026

ON ROLL ASSESSMENTS

Gross Assessments $ Net Assessments	$
858,380.00  $
798,293.40  $
557,793.20  $
518,747.68  $
562,930.69  $
523,525.54  $
1,979,103.89
1,840,566.62

43%	28%	28%	100%
Date | Distribution | Gross Amount | Discount/Penalty | Commission | Interest | Property Appraiser | Net Receipts | General Fund | 2021 Debt Service | 2023 Debt Service | Total
10/13/25 | 1% Admin Fee | $	- | $	- | $	- | $	- | $	(19,791.04) | $	(19,791.04) | $	(8,583.80) | $	(5,577.93) | $	(5,629.31) | $	(19,791.04)
11/10/25 | 10/20-10/21/25 | $	501.09 | $	(27.31) | $	(9.48) | $	- | $	- | $	464.30 | $	201.38 | $	130.86 | $	132.06 | $	464.30
11/10/25 | 10/20-10/21/25 | $	655.06 | $	(35.67) | $	(12.39) | $	- | $	- | $	607.00 | $	263.27 | $	171.08 | $	172.65 | $	607.00
11/14/25 | 10/1-10/31/25 | $	3,084.00 | $	(123.34) | $	(59.21) | $	- | $	- | $	2,901.45 | $	1,258.42 | $	817.75 | $	825.28 | $	2,901.45
11/14/25 | 10/1-10/31/25 | $	4,031.67 | $	(161.26) | $	(77.41) | $	- | $	- | $	3,793.00 | $	1,645.11 | $	1,069.02 | $	1,078.87 | $	3,793.00
11/21/25 | 11/1-11/7/25 | $	15,420.00 | $	(616.81) | $	(296.06) | $	- | $	- | $	14,507.13 | $	6,292.05 | $	4,088.71 | $	4,126.37 | $	14,507.13
11/21/25 | 11/1-11/7/25 | $	18,814.84 | $	(752.58) | $	(361.25) | $	- | $	- | $	17,701.01 | $	7,677.30 | $	4,988.88 | $	5,034.83 | $	17,701.01
11/26/25 | 11/8-11/15/25 | $	16,448.00 | $	(657.92) | $	(315.80) | $	- | $	- | $	15,474.28 | $	6,711.53 | $	4,361.29 | $	4,401.46 | $	15,474.28
11/26/25 | 11/8-11/15/25 | $	21,501.29 | $	(859.99) | $	(412.83) | $	- | $	- | $	20,228.47 | $	8,773.52 | $	5,701.22 | $	5,753.73 | $	20,228.47
12/8/25 | 11/16-11/25/25 | $	32,197.10 | $	(1,284.62) | $	(618.25) | $	- | $	- | $	30,294.23 | $	13,139.27 | $	8,538.16 | $	8,616.80 | $	30,294.23
12/8/25 | 11/16-11/25/25 | $	42,085.93 | $	(1,679.11) | $	(808.14) | $	- | $	- | $	39,598.68 | $	17,174.80 | $	11,160.54 | $	11,263.34 | $	39,598.68
12/19/25 | 11/26-11/30/25 | $	689,788.00 | $	(27,591.81) | $	(13,243.92) | $	- | $	- | $	648,952.27 | $	281,464.58 | $	182,901.55 | $	184,586.14 | $	648,952.27
12/19/25 | 11/26-11/30/25 | $	901,693.57 | $	(36,066.52) | $	(17,312.54) | $	- | $	- | $	848,314.51 | $	367,932.28 | $	239,090.06 | $	241,292.17 | $	848,314.51
12/31/25 | 12/01-12/15/25 | $	84,650.82 | $	(3,345.68) | $	(1,626.10) | $	- | $	- | $	79,679.04 | $	34,558.52 | $	22,456.84 | $	22,663.68 | $	79,679.04
12/31/25 | 12/01-12/15/25 | $	64,764.00 | $	(2,559.75) | $	(1,244.09) | $	- | $	- | $	60,960.16 | $	26,439.74 | $	17,181.09 | $	17,339.33 | $	60,960.16
1/9/26 | 12/16-12/31/25 | $	6,168.00 | $	(185.06) | $	(119.66) | $	- | $	- | $	5,863.28 | $	2,543.04 | $	1,652.51 | $	1,667.73 | $	5,863.28
1/9/26 | 12/16-12/31/25 | $	8,062.77 | $	(241.87) | $	(156.42) | $	- | $	- | $	7,664.48 | $	3,324.25 | $	2,160.17 | $	2,180.06 | $	7,664.48
1/29/26 | 10/01-12/31/25 | $	- | $	- | $	- | $	1,849.73 | $	- | $	1,849.73 | $	802.27 | $	521.33 | $	526.13 | $	1,849.73
1/29/26 | 10/01-12/31/25 | $	- | $	- | $	- | $	1,416.80 | $	- | $	1,416.80 | $	614.50 | $	399.31 | $	402.99 | $	1,416.80
2/12/26 | 1/1-1/31/26 | $	17,476.00 | $	(637.36) | $	(336.77) | $	- | $	- | $	16,501.87 | $	7,157.21 | $	4,650.91 | $	4,693.75 | $	16,501.87
2/12/26 | 1/1-1/31/26 | $	22,843.09 | $	(833.06) | $	(440.20) | $	- | $	- | $	21,569.83 | $	9,355.30 | $	6,079.27 | $	6,135.26 | $	21,569.83
3/13/26 | 2/1-2/28/26 | $	1,330.64 | $	- | $	(26.61) | $	- | $	- | $	1,304.03 | $	565.59 | $	367.53 | $	370.91 | $	1,304.03
3/13/26 | 2/1-2/28/26 | $	1,017.72 | $	- | $	(20.35) | $	- | $	- | $	997.37 | $	432.59 | $	281.10 | $	283.68 | $	997.37
4/17/26 | 3/1-3/31/26 | $	5,805.48 | $	- | $	(116.11) | $	- | $	- | $	5,689.37 | $	2,467.61 | $	1,603.50 | $	1,618.26 | $	5,689.37
4/17/26 | 3/1-3/31/26 | $	4,441.09 | $	- | $	(88.82) | $	- | $	- | $	4,352.27 | $	1,887.68 | $	1,226.65 | $	1,237.94 | $	4,352.27
4/30/26 | 2/1-3/31/26 | $	- | $	- | $	- | $	5.71 | $	- | $	5.71 | $	2.48 | $	1.61 | $	1.62 | $	5.71
4/30/26 | 1/1-1/31/26 | $	- | $	- | $	- | $	21.86 | $	- | $	21.86 | $	9.49 | $	6.16 | $	6.21 | $	21.86
4/30/26 | 1/1-1/31/26 | $	- | $	- | $	- | $	16.72 | $	- | $	16.72 | $	7.26 | $	4.71 | $	4.75 | $	16.72
4/30/26 | 2/1-3/31/26 | $	- | $	- | $	- | $	4.33 | $	- | $	4.33 | $	1.88 | $	1.22 | $	1.23 | $	4.33
6/15/26 | 5/1-5/31/26 | $	1,058.84 | $	- | $	(21.18) | $	- | $	- | $	1,037.66 | $	450.06 | $	292.46 | $	295.14 | $	1,037.66
6/15/26 | 5/1-5/31/26 | $	1,384.40 | $	- | $	(27.69) | $	- | $	- | $	1,356.71 | $	588.44 | $	382.38 | $	385.89 | $	1,356.71
6/24/26 | 6/1-6/1/26 | $	6,308.38 | $	- | $	(126.17) | $	- | $	- | $	6,182.21 | $	2,681.36 | $	1,742.40 | $	1,758.45 | $	6,182.21
6/24/26 | 6/1-6/1/26 | $	8,246.31 | $	- | $	(164.93) | $	- | $	- | $	8,081.38 | $	3,505.07 | $	2,277.67 | $	2,298.64 | $	8,081.38
7/31/26 | 4/1-6/30/26 | $	- | $	- | $	- | $	15.30 | $	- | $	15.30 | $	15.30 | $	- | $	- | $	15.30
7/31/26 | 4/1-6/30/26 | $	- | $	- | $	- | $	11.70 | $	- | $	11.70 | $	11.70 | $	- | $	- | $	11.70
| Total | $  1,979,778.09 | $	(77,659.72) | $	(38,042.38) | $	3,342.15 | $	(19,791.04) | $  1,847,627.10 | $	801,371.05 | $	520,730.01 | $	525,526.04 | $  1,847,627.10

Wind Meadows South
Community Development District LONG TERM DEBT REPORT

SERIES 2021, SPECIAL ASSESSMENT BONDS |
INTEREST RATES: | 2.400%, 2.9500%, 3.350%, 4.000%
MATURITY DATE: | 5/1/2052
RESERVE FUND DEFINITION | MAXIMUM ANNUAL DEBT SERVICE
RESERVE FUND REQUIREMENT | $259,211
RESERVE FUND BALANCE | $259,211
BONDS OUTSTANDING - 10/15/2021 | $9,335,000
LESS: PRINCIPAL PAYMENT 05/1/23 | ($190,000)
LESS: PRINCIPAL PAYMENT 05/1/24 | ($195,000)
LESS: PRINCIPAL PAYMENT 05/1/25 | ($200,000)
LESS: SPECIAL CALL 05/1/25 | ($25,000)
LESS: PRINCIPAL PAYMENT 05/1/26 | ($205,000)
CURRENT BONDS OUTSTANDING | $8,520,000

SERIES 2023, SPECIAL ASSESSMENT BONDS

INTEREST RATES:	4.500%, 5.400%, 5.625% MATURITY DATE:		5/1/2053
RESERVE FUND DEFINITION	50% MAXIMUM ANNUAL DEBT SERVICE RESERVE FUND REQUIREMENT		$52,353
RESERVE FUND BALANCE	$52,353

BONDS OUTSTANDING - 05/11/23	$7,655,000
LESS: PRINCIPAL PAYMENT 05/1/24	($110,000)
LESS: PRINCIPAL PAYMENT 05/1/25	($115,000)
LESS: PRINCIPAL PAYMENT 05/1/26	($120,000)

CURRENT BONDS OUTSTANDING	$7,310,000

!!"#$%& iii

!!"#$%& a)
WIND MEADOWS SOUTH COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2023
(ASSESSMENT AREA TWO PROJECT)
(Acquisition and Construction)
The undersigned, a Responsible Officer of the Wind Meadows South Community Development District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture by and between the District and U.S. Bank Trust Company, National Association (as successor in interest to U.S. Bank National Association), as trustee (the "Trustee"), dated as of October 1, 2021 as supplemented by that certain Second Supplemental Trust Indenture dated as of May 1, 2023 (collectively, the "Assessment Area Two Indenture") (all capitalized terms used herein shall have the meaning ascribed to such term in the Assessment Area Two Indenture):
Requisition Number: 48
Identify Acquisition Agreement, if applicable;
Name of Payee pursuant to Acquisition Agreement: Wind Meadows South 2, LLC
Amount Payable: $209,410.00
Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments: Final Reimbursement Costs

Fund or Account and subaccount, if any, from which disbursement to be made:
Assessment Area Two Acquisition and Construction Account of the Acquisition and Construction Fund
The undersigned hereby certifies that:
obligations in the stated amount set forth above have been incurred by the District,
each disbursement set forth above is a proper charge against the:
Assessment Area Two Acquisition and Construction Account of the Acquisition and Construction Fund; and
each disbursement set forth above was incurred in connection with: the Costs of the Assessment Area Two Project.
The undersigned hereby further certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.
1
ACTIVE 687075482v1

The undcr,igned hereby further certifies tl1at sucl1requisitioncontains no item representing payment on a  ount of any retained percentage which the District is at the date of such certificate entitled to retain.
Attached hereto or 011 file with the District are copies of the invoicc(s) or applicable contracL? from the vendor of tl1e property acquired or the services rendered, as well as applicable con eyan c in truments (e.g. deed(s), bill(s) of sale, easemenl(s), etc.) with respect to which disbursenient is hereby requested.
WIND MEADOWS SOUTH COMMUNITY DEVELOPMENT DISTRICT
"'

By:??µ-c::::..+	:_?c_..=.	?--
Res:-..'.".",?ible  Officer
Date: 			;:::s♦:.,_,-_...:,J_:;:o_-_?---r-;b=---	

CONSULTING ENGINEER'S APPROVAL FOR
NON-COST OF ISSUANCE OR (NON-OPERATING COSTS REQUESTS ONLYJ
The undersigned Consulting Engineer hereby certifies that this disbursement is for a Cost of the Assessment Area Two Project and is consistent with: (i) the applicable acquisition or construction contract; (ii) the plans and specifications for the portion of the Assessment Area Two Project with respect to which such disbursement is being made; and (iii) the report of the Consulting Engineer, as such report shall have been amended or modified on the date hereof. The Consulting Engineer further certifies and agrees that for any acquisition (a) the portion of the Assessment Area Two Project that is the subject of this requisition is complete, and (b) the purchase price to be paid by the District for the portion of the Assessment Area Two Project to be acquired with this disbursement is no more than the lesser o i) the fair market value of such improvements and (ii) the actual cost of construction of such•   r  ements.

Consulting Engineer

Date:

Direct Purchase Totals Paid by Construction Funding Agreement and Improvements Used for Project:

2
ACTIVE 687075482v1

-  -	-	-	-	---
-	----- ?	-- -

? ..	-  ---- -	-
- -	•	"	?	-	\  ---------.-
WIND MEADOWS SOUTH CDD
Reimbursabe Invoices

Invoice Date | Date Paid | Invoice # | Contractor | Description | | Amount | ue
11/29/23 | 12/29/23 | SE44451204.002 | Anixter | 20ft PVC | $ | 14,759.60 |
2/2/24 | 2/23/24 | SE44495644.002 | Anixter | PVC 3-In PVC End Bell | $ | 217.05 |
2/2/24 | 2/23/24 | SE44495644.004 | Anixter | Conduit 3-in alum conduit 10ft | $ | 358.08 |
2/2/24 | 2/23/24 | SE44495644.001 | Anixter | Conduit 2-in-alum conduit 10ft | $ | 94.50 |
4/23/24 | 5/3/24 | SE44495644.003 | Anixter | PVC 2-1/2-In pvc end cap | $ | 2,001.45 |
11/25/23 | 12/29/23 | 26048 | Central State Aggregates | Limerock base | $ | 15,838.40 |
11/25/23 | 12/29/23 | 26047 | Central State Aggregates | Limerock base | $ | 269.38 |
11/29/23 | 12/29/23 | 26298 | Central State Aggregates | Limerock base | $ | 8,173.57 |
12/9/23 | 1/4/24 | 26606 | Central State Aggregates | Limerock base | $ | 1,087.88 |
10/13/23 | 10/19/23 | 202310136643 | City of Bartow | Streetsign Installation | $ | 2,937.30 |
9/6/24 | 9/20/24 | 202409066742 | City of Bartow | Paving | $ | 1,762.38 |
11/30/23 | 12/29/23 | WMS2(PH2B)-#2 | ConSur, Inc | Earthwork & Grading / Road Base | $ | 150,948.00 |
11/30/23 | 12/29/23 | WMS2(PH2A)-Pay App10 | ConSur, Inc | Earthwork & Grading / Road Base | $ | 37,759.50 |
12/31/23 | 1/26/24 | WMS2(PH2B)-#3 | ConSur, Inc | Earthwork & Grading / Road Base | $ | 9,000.00 |
12/31/23 | 1/26/24 | WMS2(PH2A)-11 Ret | ConSur, Inc | Mob / General Conditions | $ | 185,513.25 |
1/31/24 | 2/29/24 | WMS2(PH2B)-#4 | ConSur, Inc | Earthwork & Grading / Road Base | $ | 13,500.00 |
11/15/24 | 11/22/24 | WMS2(PH2B)#5 | ConSur, Inc | Earthwork & Grading / Road Base | $ | 34,544.00 |
11/10/23 | 12/29/23 | 2023338 | DS Boring LLC | Trench per lot | $ | 37,165.10 |
11/10/23 | 12/29/23 | 2023337 | DS Boring LLC | Trench road crossings | $ | 7,600.00 |
12/12/23 | 1/12/24 | 2023359 | DS Boring LLC | Machine Trench | $ | 42,268.00 |
12/12/23 | 1/12/24 | 2023360 | DS Boring LLC | Machine Trench | $ | 32,550.00 |
1/12/24 | 2/8/24 | 2024020 | DS Boring LLC | Machine Trench | $ | 36,800.00 |
1/12/24 | 2/8/24 | 2024019 | DS Boring LLC | Install AMP Switchgear | $ | 1,500.00 |
5/28/24 | 6/21/24 | 2024157 | DS Boring LLC | Streetlight Conduit Repair for roundabout | $ | 1,457.41 |
3/3/23 | 3/16/23 | 41957 | Dunham Well Drilling | 10" well plugging to 537.3' | $ | 14,387.25 |
7/12/23 | 7/28/23 | 42208-WMS2 | Dunham Well Drilling | Plug 4" well | $ | 4,853.25 |
7/13/23 | 7/20/23 | 42216-WMS2 | Dunham Well Drilling | 10" well plugging - Pump | $ | 32,974.65 |
7/14/23 | 7/20/23 | 42219-WMS2 | Dunham Well Drilling | 10" well plugging - Crane | $ | 36,056.78 |
7/17/23 | 7/20/23 | 42225-WMS2 | Dunham Well Drilling | Cut Casings Well #1,2,3 | $ | 1,150.00 |
1/10/24 | 1/26/24 | 42532 | Dunham Well Drilling | Pulling of 3" turbine and Plugging | $ | 4,841.89 |
10/11/23 | 10/19/23 | 0587 | Florida Commercial Landscape Design | Sod work | $ | 4,800.00 |
12/4/23 | 12/29/23 | 0603 | Florida Commercial Landscape Design | Sodding and irrigation draw | $ | 42,000.00 |
12/11/23 | 12/21/23 | 0605 | Florida Commercial Landscape Design | Landscaping & Sodding | $ | 39,250.00 |
3/14/24 | 3/29/24 | 0646 | Florida Commercial Landscape Design | Common Area Sodding | $ | 38,400.00 |
11/10/23 | 12/29/23 | 23296 | General Asphalt of Lakeland, LLC | Asphalt paving recycle | $ | 138,067.20 |
1/12/24 | 2/8/24 | 23421 | General Asphalt of Lakeland, LLC | Asphalt paving | $ | 174,636.00 |
1/17/24 | 1/26/24 | 240117 | Global Playgrounds | Purchase of Granite Manor play unit | $ | 10,385.50 |
1/17/24 | 1/26/24 | 240117 | Global Playgrounds | Purchase of Granite Manor play unit | $ | 10,385.50 |
2/27/24 | 3/8/24 | WMS PH2 Tot Lot | Global Playgrounds | Play unit | $ | 10,385.50 |
12/11/23 | 1/12/24 | 9335145207 | Graybar | PVC Sweep/PVC End cap | $ | 1,194.89 |
4/10/24 | 5/3/24 | 9335915935 | Graybar | 3-in red electric buried | $ | 3,874.98 |
4/10/24 | 5/3/24 | 9335895964 | Graybar | Generic Vendor-PVCPA | $ | 1,724.44 |
3/15/23 | 3/24/23 | 218920 | Horner Environmental Professionals | Confirmation Soil Sampling | $ | 3,029.42 |
6/16/23 | 4/14/23 | 218976 | Horner Environmental Professionals | Remediation Plan / Waste Manifest Prep | $ | 835.00 |
1/31/23 | 2/7/23 | 22053 | Hunter Engineering | Construction Administration | $ | 3,875.00 |
4/30/23 | 5/25/23 | 22083 | Hunter Engineering | Construction Administration | $ | 3,875.00 |
8/30/24 | 9/27/24 | 22332 | Hunter Engineering | Construction Administration | $ | 3,875.00 |
12/31/24 | 1/26/24 | 22170 | Hunter Engineering | Construction Administration | $ | 3,875.00 |
5/1/23 | 5/11/23 | 9104 | Hydrograss Technologies | Hydroseeding per SF | $	3,339.00 | |
5/11/23 | 5/25/23 | 50511 | Imperial Testing And Engineering | Material Testing | $	2,729.61 | |
5/18/23 | 6/8/23 | 50545 | Imperial Testing And Engineering | Compaction Testing | $	1,592.27 | |
6/20/23 | 6/29/23 | 50932 | Imperial Testing And Engineering | Compaction Testing | $	1,592.27 | |
6/20/23 | 6/29/23 | 50933 | Imperial Testing And Engineering | Material Testing | $	2,729.61 | |
7/18/23 | 7/28/23 | 51096 | Imperial Testing And Engineering | Compaction Testing | $	1,592.27 | |
7/18/23 | 7/28/23 | 51095 | Imperial Testing And Engineering | Material Testing | $	2,729.61 | |
9/1/23 | 9/28/23 | 51330 | Imperial Testing And Engineering | Material Testing | $	2,729.61 | |
9/1/23 | 9/28/23 | 51331 | Imperial Testing And Engineering | Compaction Testing | $	1,592.27 | |
12/1/23 | 12/29/23 | 51645 | Imperial Testing And Engineering | Compaction Testing | $	1,592.27 | |
12/1/23 | 12/29/23 | 51940 | Imperial Testing And Engineering | Compaction Testing | $	1,592.27 | |
12/1/23 | 12/29/23 | 51644 | Imperial Testing And Engineering | Material Testing | $	2,729.61 | |
12/1/23 | 12/29/23 | 51939 | Imperial Testing And Engineering | Material Testing | $	2,729.61 | |
12/8/23 | 1/4/24 | 52074 | Imperial Testing And Engineering | Material Testing | $	2,729.59 | |
12/14/23 | 1/4/24 | 52093 | Imperial Testing And Engineering | Compaction Testing | $	1,592.27 | |
1/11/24 | 1/26/24 | 52394 | Imperial Testing And Engineering | Compaction Testing | $	1,592.27 | |
1/23/24 | 2/23/24 | 52469 | Imperial Testing And Engineering | Compaction Testing | $	6,369.09 | |
11/1/23 | 12/14/23 | 18667 | L.S. Curb Service | Side walks and curbs | $	74,420.11 | |
11/30/23 | 12/29/23 | Project-# 20-009 | L.S. Curb Service | Remove & replace curb | $	64,508.51 | |
12/12/23 | 1/26/24 | WMS-Pay App 5 | L.S. Curb Service | Replace Curb | $	31,771.34 | |
3/4/24 | 3/29/24 | WMS 2 App 6 | L.S. Curb Service | LF of Hand Forms Miami Curb | $	12,456.45 | |
6/19/24 | 9/27/24 | 51845 | Mid Florida Diesel, Inc | Remove panels and reconfigure alternator | $	2,792.69 | |
2/15/24 | 7/26/24 | WM1246 | Odom Contracting | WMS PH2B Final | $	80,339.13 | |
2/29/24 | 3/29/24 | WMS Ph2A-App 4 | Odom Contracting | Storm, Sanity, Water and Retainage | $	200,213.46 | |
2/29/24 | 3/29/24 | WMS Ph2B-App 2 | Odom Contracting | Storm, Sanity, Water and Retainage | $	129,684.60 | |
3/1/24 | 4/26/24 | Ph2A-App 5 Final | Odom Contracting | Storm, Sanity, Water and Retainage | $	161,700.47 | |
2/6/24 | 2/15/24 | 374181604 | Oldcastle Infrastructure | Pullbox w/hatch | $	13,055.80 | |
3/29/24 | 4/19/24 | CS24-047 | P & M Communications Contractors, Inc. | South Amenity Light Pole | $	7,260.00 | |
2/6/23 | 2/14/23 | 6009 | PB of Central Florida Inc. | Demo Small pumphouse by pool | $	12,600.00 | |
3/8/23 | 3/30/23 | 3227 | Platinum Surveying and Mapping | Legal Description & Sketch | $	2,800.00 | |
7/23/24 | 8/16/24 | 8220 | Platinum Surveying and Mapping | General PH2B & C | $	14,080.00 | |
12/22/23 | 1/18/24 | 3797 | Stripe it Rite | SF Install Pre-formed Red ADA Mats | $	4,200.00 | |
2/22/24 | 3/8/24 | WMS PH2A | Stripe it Rite | Apply Thermoplastic Markings | $	5,157.00 | |
8/1/24 | 9/6/24 | 4056 WMS2-A/B | Stripe it Rite | WMS PH 2A 2B Paving | $	12,597.00 | |
| | | | TOTAL | $	2,098,027.16 | |

Contractor Totals |
Vendor | Totals
Mid Florida Diesel, Inc | $	2,792.69
Anixter | $	17,430.68
Central State Aggregates | $	25,369.23
City of Bartow | $	4,699.68
ConSur, Inc | $	431,264.75
DS Boring LLC | $	159,340.51
Dunham Well Drilling | $	94,263.82
Florida Commercial Landscape Design | $	124,450.00
General Asphalt of Lakeland, LLC | $	312,703.20
Global Playgrounds | $	31,156.50
Graybar | $	6,794.31
Horner Environmental Professionals | $	3,864.42
Hunter Engineering | $	15,500.00
Hydrograss Technologies | $	3,339.00
Imperial Testing And Engineering | $	38,214.50
L.S. Curb Service | $	183,156.41
Odom Contracting | $	571,937.66
Oldcastle Infrastructure | $	13,055.80
P & M Communications Contractors, Inc. | $	7,260.00
PB of Central Florida Inc. | $	12,600.00
Platinum Surveying and Mapping | $	16,880.00
Stripe it Rite | $	21,954.00
Reimbursable Total | $	2,098,027.16

Paid $265,493.78 Req # 47
Unpaid Balance $1,832,533.38
11/29/23 | 12/29/23 | SE44451204.002 | Anixter | 20ft PVC | $ | 14,759.60
2/2/24 | 2/23/24 | SE44495644.002 | Anixter | PVC 3-In PVC End Bell | $ | 217.05
2/2/24 | 2/23/24 | SE44495644.004 | Anixter | Conduit 3-in alum conduit 10ft | $ | 358.08
2/2/24 | 2/23/24 | SE44495644.001 | Anixter | Conduit 2-in-alum conduit 10ft | $ | 94.50
4/23/24 | 5/3/24 | SE44495644.003 | Anixter | PVC 2-1/2-In pvc end cap | $ | 2,001.45

#0005 LAKELAND APS ANIXTER INC.
419 N INGRAHAM AVE LAKELAND FL 33801-2030
863-688-5511 Fax 863-686-3968
INVOICE

Please Remit All Payments To:
Anixter Inc.
PO BOX 842591
DALLAS TX 75284-2591

_BILL _TO:	_SHIP _TO:	Received 12/1/23,
Cost Code: 162040

WIND MEADOWS SOUTH COD 6200 LEE VISTA.BLVD SUITE300
ORLANDO FL 32822-5149
WIND MEADOWS PHASE 2 WIND MEADOWS SOUTH,LLC 1785 QUIET QUAIL BLVD BARTOW FL 33830

ORDERED BY

SALESPERSO,N
Corey Merrill-
.•W•J:::m:::i■
TELEPHONE
407-841-5524
?HIP\(IA
WILLC.A.LL
•-:.I.OJ•	.•.
ORDER DATE
11/29/23
SHIP DATE
11/29/23
PURCHASE ORDER NUMBER
• 2-1/2" PVC 20FT •
RELEASE NUMBER

3720ft | 3720ft | PVC 2-1/2-IN-PVC-SCH40 CONDUIT 20FT | 368.000 | C | 13689.60
1000ft | 1000ft | PVC 1-IN-PVC-SCH40 CONDUIT 10FT | 107.000 | C | 1070.00
| | OTHER | | | -935.58

  ?o 
pc?e

!Invoice matches proposal I

.?

Invoice is due by 01/10/24
"Moved from se44423SS0,001 per J.,preston,"

All prices are US dollars unless otherwise noted

FREIGHT TERMS/ FOB
Subtotal S&H Chgs Sales Tax
13,824.02

935.58
14,759.?0
No credit will be allowed for gOOds rotumed w1thout our pormlsslon. AU returns ere subjoct to restocking, handling and freight charges.
By accepUng th8 good•, you agree to be bOund by Anbder lnc.'s standard Terms & Conditions of Saia, which are located at https://www.anixter.com/en_us/resources/toims-of-sale.htmi,
REPRINT
Page 1 of 1
l.2/29/20'13 | Anixter Inc | | | | 1103
? | ? | Reference | Balance Due | Discount | Payment
11/29/2023 | 00:00:00	Bill | SE44451204.002-WMS2 | 0.00 | 0.00 | 14,759.60
| | | | Check Amount | 14,759.60

^Wind ^Meadows ^South ^2, ^LLC	Inv# SE44451204.002 (WMS2)	?4,759.60

	

-#0005 LAKELAND APS ANIXTER INC.
419 N INGRAHAM AVE LAKELAND FL 33801-2030
Invoice#:
Invoice Date:
Due Date: Bill To#: Ship To#:
SE44495644.002
02/01/24
03/10/24
1166978
1170242
863-688-5511 Fax 863-686-3968

BILL TO:	_SHIP _TO:

Please Remit: All Payments To:
Anixter Inc.
PO BOX 842591 DALLAS TX 75284•2591

•
\NINO MEADOWS SOUTH COD 6200 LEE VISTA BLVD
SUITE 300
ORLANDO FL 32822-5149
VVIND MEADOWS PHASE 2 WIND MEADOVVS SOUTH.LLC 1785 QUIET QUAIL BLVD BARTOW FL 33830

Received 2./2/24

#0005 LAKELAND APS ANIXTER INC.
419 N INGRAHAM AVE
LAKELAND FL 33801-2030
Invoice#: Invoice Date: Due Date:
Bill To#:
Ship To#:
SE44495644.004
02/01/24
03/10/24
1166978
1170242
863-688-5511 Fax 863-686-3968

BILL TO:	SHIP TO:
Please Rernit All Payrnents To:
Anixter   Inc. PO BOX842591 DALLAS TX 75284-2591
•
\/VIND MEADOWS SOUTH COD 6200 LEEVISTA BLVD SUITE300
ORLANDO FL 32822-5149
\NINO MEADOVVS PHASE2 WIND MEADOWS SOUTH,LLC 1785 QUIET QUAIL BLVD BARTO\N FL 33830

WWABOUT A WEEK OUT ON THIS

#0005 LAKELAND APS ANIXTER INC.
419 N INGRAHAM AVE LAKELAND FL 33801-2030
Received 2/2/24

Invoice#: Invoice Date: Due Date:
Bill To#:
Ship To#:
1--
SE44495644.001
02/01/24
03/10/24
1166978
1170242
863-688-5511 Fax 863-686-3968
Please Rernit All Payrnents To:
Anixter Inc.
PO BOX 842591
DALLAS TX 75284-2591

VVINO MEADOVVS SOUTH COO 6200LEE VISTA BLVD SUITE300
ORLANDO FL 32822-5149
VVIND MEADOVVS PHASE2 WIND MEADOVVS SOUTH,LLC 1785 QUIET QUAIL BLVD BARTOVV FL 33830

ORDER.ED BY
TELEPHONE
407-841-5524
ORDER DATE
01/09/24
SHl.P DATE
02/01/24
PURCHASE ORDER NUMBER
WINOMEADOW
RELEASE NUMBER
$HIP VlA
WILL CALL
_-"-	??r?_1_?	_-"-
20ft	20ft	CONDUIT2-lN-ALUM CONDUIT 10FT
^0ABOUT A WEEK OUT ON THIS MATERIAL**
PRICING BRANCH ISHIPPING BRANCH	TI=RMS
NET 1 0TH PROX 1.5% SC 25

472.507	C	94 50
O'lf]3/2024	Anixter Inc	^1138
^Date	^IyQ.g	Reference		^Balao!:e ^Due	^Discgunt	 ^e

Wind Meadows South 2, LLC	"""669.63

?
, t I

;';!0005 LAKHA?!O .\PS AMIXTER i:"!C.
tHJ N f,'!ORAt :AV, AV?
U\)(f.U\f\l•J FL 338?1-?0:30
883-r.i)t:-5511 Pi...; 8-33-Ga.J-39SS

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A200 Lf:f V!ST.'\ SLVO
i:lUlk 300
ORUVl')O ;::-L 11,,:>H? '.;?

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?H:? TO:

a:-^1,POATf;
;,iJt.CH>\S·? O=l.:l?? ?n.: .3;_,?
.--:tit.li.\3? Nu,1.;;R

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-r:

....·.

 .,,
(°)
-I
Wind Meadows South2 Electric Budget
$1,262,465.99 - Total Budget
<$ 228,847.24> - OS Boring Labor
<$  217,461.00>-LEFees
<$	7,260.00> - P&M Bore Amenity Lights
<$ 412,840.14> - Material Pd to Date
<$	2.001 45> - Anixter This Inv.
$ 394,056.16 - Remaining Budget

 

..,'.,Mt•,\•i\?,1·01

?'

Sub\ot
-	·r --

1 A5
l

irr.-,i-:.:i !?,1?:, t.10:1/1^1:}?.:

?J?•..,•,J1?·.·1•,:?,::.:-:•-•,1:J:;?gc;JH:?J•.•?1h·,t1..;.?.-:,Jt?.j  11_4:.,"z••

FRJ'tGliT "t1,:?).! j
"!'\"'J.:L1?; .?. Jhtch..u1·.:·,
hgs	·
--	-	?	C	--  0.091

,	,	_	.
i;}
.r,· f?-?:,,:, .; s::
^J ^l ^•:?1·1^.';)J ^,::_,.-,:.1 ^:;,,1 ^vf ^t'::1:.,, ^.1\J.}1 ^? ^6 ^1r.•(Jtd
,·
1,·a :it-1:,!? l'I...._
Pnge 1 oi' ·1

05/03/2024 | Anixter Inc. | | | | 1157
Date | ? | Reference | Balance Due | Discount | Payment
04/23/2024 | Bill | WMS 2-SE44495644.003 | 0.00 | 0.00 | 2,001.45
| | | | Check Amount | 2,001.45
Wind Meadows South 2, LLC | Inv. SE44495644.003 | | | -:2,001.45 |
11/25/23 | 12/29/23 | 26048 | Central State Aggregates | Limerock base | $	15,838.40
11/25/23 | 12/29/23 | 26047 | Central State Aggregates | Limerock base | $	269.38
11/29/23 | 12/29/23 | 26298 | Central State Aggregates | Limerock base | $	8,173.57
12/9/23 | 1/4/24 | 26606 | Central State Aggregates | Limerock base | $	1,087.88

Central State Aggregates, LLC
41.1.50 YonkersBlvd.
2.ephyrhills, FL 33540
81.3-788-0454
Customer ID
VVINb
Payment Terms
NET30

BILL TO:
VVind MeadowsS.outh Community bevelopm?nt District 219 E.Lfvingston Street
INVOICE#
26048
ORDER SALESPERSON;
Austin We.st
INVOICE DATE
11/25/2023
BATCH#
2-11.2523
Orland, FL 32801
PURCHASE ORDER:
ORDER DELIVERED TO:

ORDER DESCRIPTION:
5397 - V\/ind'Meadows 2A West

43477S /
^Limerock ^Base ^LBR100- 22.47	Ton	$1.2.50	$0.00	^$0.00	$280.88 CERT. FOR FD.OT Code.
Bbl.
177	_11./21/2023	^Limerock ^Base ^LBR ^100- 22.40	Ton	$12.50	$0.00	$0.00	$280.00 CERT. FOR FOOT Code

Central State Aggregates., LLC
41150 Yonkers Blvd.
Zephyrhills, FL33540
81.3-788-0454
Customer ID
WIND
Payment Terms
NET30

BILL TO: 
\Nind Meadows South Co,mmunity Development District 219 E.Liv!ngston Street
INVOICE#.
26048
ORDER SALESPERSON:
Austin West
INV.OLCE DATE
"J.1/25/2023
BATCH#
2-11252$
Orland, FL32801
PURCHASE ORDER:
ORDER DELIVERED TO:

ORDER DESCRIPTION:
5397 - Wind Meadows 2A West

177.

^4348S2✓ 455	11/21/2023

Limerock Base LBR100-p?:?T- FOR FDOT Code B01
Lirnerock Base LBR100- 22.48 CERT. FOR FDOT Code

Ton	$12.50
	?	
$280.25

_$0.00	$0.00	$281.00

Central State Aggregates_1  LLC
411S0 Yonkers Bfvd.
Zephyrhills, FL33540
813-788-0454
Customer ID
WIND
Payment Terms
NET 30

BILL TO:
Wind MeadowsSo.uth Community Development DistrTct
219 E. Livingston Street
INVOICE#
26048
ORDER SALESPERSON:
Austin West
INVOICE DATE
11/25/2023
BATCH#
2-:i.12523
Orland, FL32801
PURCHASE ORDER:
ORDER DELIVERED TO:

ORDER DESCRIPTION:
S397'- Wind Meadows 2AWest

434;925/
^Limerock ^Base ^LBR100- _23.56	Ton	$12.50	$0.00	$0.00	$?4.50 CERT. FOR FOOT Code
B01
_626	_11/21/2023	^Umerock ^Base ^LBR100- _21.82	_Ton	$12.50 "	$0.00	$0.00	$272.75

Central State Aggregates, LLC
41150 Yonkers Blvd. Zephyrhills, FL33540
813-788-0454
Customer ID
\NINO
Payment Terms
NET30

BILL TO; 
\Nind Meadows South Community Development District
219 E. Uvin_gston Street
INVOICE#
26048
ORDER SALESPERSON:
Austin \Nest
INVOICE DATE
1.1/25/2023
BATC!H#
2-112523
Orland, FL32801
PURCHASE ORDER:
ORDER DELIVERED TO:

435012./
ORDER DESCRIPTION:

5397 - Wirid Mea_dows2A·West
 ^?£-· ^--• ^_......_. -·1§t#E -:-:.•3^11,h§?@◄;rif=
Limerock Base LBR 100-  CERT. FOR FDOT Code
801
_496	_11/21/2023	^Limerock ^Base ^LBR ^100- _21.76	Ton	$12.50	$0.00	^$0.00	$272.00

Central State Aggregates.,. LLC
41150 Yonkers Blvd.
Zephyr-hill?, FL33540
813-788-0454
Customer ID
WIND
Pavment·Terms
NET30

BILL TO:
Wind Meadows South Community Development District 219 E. Livingston Street
INVOICE#
26048
ORDER SALESPERSON:
Austin We?t
INVGU.CE DA'TE
11/25/2023
BATCH#
2-112523
Orland, FL32801	PURCHASE ORDER:	ORbER DELIVERED TO:

970S76 ^/
ORDER DESCRIPTION:
S397 ..: Wind M_.eadows 2_.A VI/est
...... MkMi5Sif3·M^1id5ffii@%--ibi;Nih8S·ii,bimB· •¼itihf.
7303	11/21/2023	Limerock Base LBR100-  21.61	Ton	$12.50	$0.00	$0.00	$270.13
CERT..FOR FOOT_Code
B01
177	11/21/2023	Limerock Base LBR100-  22.01	Ton	$12.50	$0.00	$0.00	$275.13

Received 11/25/23 Cost Code: 162083

Central State Aggregates, LLC
41150 Yonkers Blvd. Zephyrhills, FL33540
813-788-0454
Customer ID
WINO
Payment Terms
NET30

BILL TO:
Wind Meadow_s,South Community Development District
219 E. Livingston Street
INVOICE#
26047
ORDER SALESPERSON:
Austin West
INVOI.CE DATE
11/25/2023
BATCt,t #
2-112523
Orland, FL 32801
PURCHASE ORDER:	ORDER DELIVERED TO:

970S87

IA#-i·f'xlw.e
Limerock Base LBR 100- 21.ss
CERT. FOR FOOT Code
B01
ORDER DESCRIPTION:
.539t5..:Wind Meadows 2A South (Clay)·
-; .	•.··.	·,

Ton	$12.50	$0.00	$(1.00	_$269.38
Limerock Base LBR:ZOO-CERT. FOR FDDT Code B0.:1./ Central State Aggregates/ Central State Aggregates: 2:Z.55 Ton

:t2,/'29/2D23 | Central State Aggregates, LLC | 1104 | | |
Date | TuRe | Reference | Balance Due | pjs.count | Payment
11/25/2023 00:00:00 | Bill | 26048-ConSur (WMS2) | 0.00 | 0.00 | 15,838.40
1.1/25/2023 00:00:00 | Bill | 26047-ConSur (WMS2) | 0.00 | 0.00 | 269.38
1.2/01/2.023 00:00:00 | Bill | 26298-ConSur (WMS2) | 0.00 | 0.00 | 8,173.57
| | | | Check Amount | 24,281.35
Wind Meadows South 2, LLC | | | | -24,281.35 |

Central State Aggregates,, LLC
41150 Yonkers Blvd.
Zephyrhills, FL33540
813-788--04S4
Customer ID
WIND
Payment Terms
NET30

BILL TO:
\/Vind Meadows South Community Development District
21.9 E. Livingston Street
INVO.1€E#
262-98
ORDER SALESPERSON:
Austin West
INVOICE DATE
11/30/:2023
BATeH#
2-113023
Orland, FL 32801
PURCHASE ORDER:
ORDER DELIVERED TO:

ORDE.R DESCRIPTION:
5397 -VVind Meadows 2A West

S58	11/27/2023

Cent:ral State Aggregates., LLC
411S0 YonkersBlvd. Zephyrhills, FL33S40 813-788--04S4
Customer ID
WIND
_Payment Terms
NET30

BILL TO: 
VVind Meadows South Community Development District 219 E. Livingston Street
INVOICE#
26298
ORDER SALESPERSON:
Austin VVest
INVO.ICE DATE
11/.30/2:023
BATCH#
2-11302.3
Orland, FL32801
PURCHASE ORDER:	ORDER DELIVERED TO:

ORDER DESCRIPTION:
5397 - \/Vind Meadows 2A West

_728	_11/27/2023	Limerock BaseLBR 100- _23.03	_Ton	_$12.50	_$0.00	_$0.00	_$287.88

Central State Aggregates., LLC
41150 Yonkers Blvd. Zephyrhills, FL33540
813-788-0454
Customer ID
WIND
Payment Terms
NET30

BILL TO:
Wind Meadows South Community Development District 219 E_ Livingston Stree·t
INVO,ICE#
26298
ORDER SALESPERSON:
Austin West
INV01€E DATE
11./30/2023
BATt;JH# 2-113023
Orland, FL32801
PURCHASE ORDER:
ORDER DELIVERED TO:

•r.u!'ll!;ll!.!lllf"'·,•'!'B!II.!IJ:\?------- 
ORDER DESCRIPTION:
5397 - Wind Me.adows 2A West
^Llmerock ^Base ^LBR100- 22.18	Ton	$1.2.50	$0.00	_$0-00
$27.7-25
1.2/29/l.0'13 | Central State Aggregates, LLC | 1104 | | |
? | ? | Reference | Balance Due | Discount | Payment
11/25/2023 00:00:00	Bill | 26048-ConSur (WMS2) | 0.00 | 0.00 | 15,838.40 |
11/25/2023 00:00:00	BIii | 26047-ConSur (WMS2) | 0.00 | 0.00 | 26938 |
12/01/2023 00:00:00	Bill | 26298-ConSi,Jr (WMS2) | 0.00 | 0.00 | 8,173.57 |
| | | Check Amount | 24,281.35 |
Wind Meadows South 2, LLC | | | | -i4,281.35 |
//,,/7/7
Received 12/11/23 Cost Code: 162083

Customer ID
WIND
Payment Terms
NET30

Central State Aggregates, llC | | |
41150 Yonkers Blvd. | | |
Zephyrhills, FL 33540 | | |
813-788-0454 | INVOICE# | INVOICE DATE | BATCH#
Bill TO: | 26606 | 12/9/2023 | 2-120923
Wind Meadows South Community Development District | ORDER SALESPERSON: | |
219 E. Livingston Street | Austin West | |
Orland, FL 32801
PURCJ-IASE ORDER:
ORPEILDELIVERED TO:

ORDER DESCRIPTION:
5397 - Wind Meadows 2A West

| BOl | | | | | | | |
436413; | 720 | 12/4/2023 | Umerock Base LBR 100-CERT. FORFOOT Code | 21.74 | Ton | $12.50 | $0.00 | $0.00 | $271.75
| | | BOl | | | | | |
436478 ./ | 720 | 12/4/2023 | Llmerock Base LBR 100-CERT. FORFOOT Code | 21.74 | Ton | $12.50 | $0.00 | $0.00 | $271.75

436533 J

720

12/4/2023

BOl
Limerock Base LBR 100-

21.79

Ton

$12.50

$0.00

$0.00

$272.38

| | | CERT. FOR FOOT Code | | | | | |
| | | BOl | | | | | |
Limerock Base LBR 100-CERT. FOR FDOT Code 801 / ?entral State Aggregates/ Central State Aggregates: 87.03 Ton

??Vj "\:?\S

C'JseA	^wv,L	^&2	^\U-\A??I
?!lluc	D:ite
f(\q^\ "T&-
,!'1.JQ\VQ......

# OF TICKETS TOTAL NET QUANTITY  MATERIAL AMOUNT
?	87.03	$1,087?'88

If you have any questions about billing please contact us. We appreciate your business!
Remit To: Central State Aggregates
C/O MCA
7000 SR SO
Webster, FL 33597
352-569-0422
RDoyle@mcagg.com
FREIGHT AMOUNT SURCHARGE AMOUNT
$0.:00	$0.00

/

0:1/04/2024	Central state Aggregates, LLC
?	Type
12/09/2023 00;00:00	Bill

R?f?rence
26606-ConSur (WMS2)

Bsitlaoce Due
0.00
1112
Disc;ount	i>gyment
0.00	1,0S-7.88
Check Amount 1,087.88

Wind Meadows South 2, LLC
Inv# 26606 - Con-Sur (WMS2)	-1,087.88
10/13/23 | 10/19/23 | 202310136643 | City of Bartow | Streetsign Installation | $ | 2,937.30
9/6/24 | 9/20/24 | 202409066742 | City of Bartow | Paving | $ | 1,762.38

Please make payment to:
City of Bartow
ATTN: FINANCE DEPARTMENT
P.O. Box 1069
Bartow, FL 33831-1069
(863) 534-0100

WINO	MEADOWS		LLC 4900	 DUNDEE	ROAD
WINTER	HAVEN	FL	3 3 8 8 4

*09*
*09*

*9072*
*9072*

------ lmportarit: Return this po?ion -----

--- Retain this portion for your records -----

City of Bartow
ATTN: FINANCE DEPARTMENT

_10/19/2023 _·	City of Bartow
1080
Date
10/13/2023 00:00:00
?
Bill
Reference
202310136643-WMS2
Balance Due
0.00
Discount 0.00
Check Amount
Payment
2,937.30
2,937.30

Wind Meadows South2
Acct# 09-9072 (WMS2 - Install 10 Street Signs)
-2,937.30
----- lmport?nt: Return this portion ---

----- Retain this portion for your records ----

City of Bartow
ATTN: FINANCE DEPARTMENT
P.O. Box 1069
Bartow, FL 33831-1069
(863) 534-0100

202409066742

-

Wind Meadows South 2, LLC
Cit_7 of Bartow

9/20/2024

001179

Date | Type | Reference | Original Amt. | Balance Due | Discount | Payment
9/6/2024 | BUI | WMS PH2B & C Signs | 1,762.38 | 1,762.38 | | 1,762.38
| | | | | Check Amount | 1,762.38

^WMS2-Bank ^Florida-6  ^WMS ^PH28 ^& ^C ^Signs	1,762.38
11/30/23 | 12/29/23 | WMS2(PH2B)-#2 | ConSur, Inc | Earthwork & Grading / Road Base | $ | 150,948.00
11/30/23 | 12/29/23 | WMS2(PH2A)-Pay App10 | ConSur, Inc | Earthwork & Grading / Road Base | $ | 37,759.50
12/31/23 | 1/26/24 | WMS2(PH2B)-#3 | ConSur, Inc | Earthwork & Grading / Road Base | $ | 9,000.00
12/31/23 | 1/26/24 | WMS2(PH2A)-11 Ret | ConSur, Inc | Mob / General Conditions | $ | 185,513.25
1/31/24 | 2/29/24 | WMS2(PH2B)-#4 | ConSur, Inc | Earthwork & Grading / Road Base | $ | 13,500.00
11/15/24 | 11/22/24 | WMS2(PH2B)#5 | ConSur, Inc | Earthwork & Grading / Road Base | $ | 34,544.00

P.O.Boi.847
Ezjela1e,FL.338'3.?

i

^.-	^•C ^• '	. l
.
.
I
.'

'lfi
CONTRACTOR'S APPLICATIONFORPAYMENT-
?uon,sm?4er(!Ipay?l.as$ho?11be:owincoonecl,Ci'J111\JJlhoConlrJct
ConlinuatiooSh?llsallachell,	'

OPJG!'W.COOTRACT'SUM
?elchang&byCha1"90q??rt
?. CQijlRACTSUMTO.DATElllnet +2)
,, TOTAlOOM?ETEO&.STORED TODATE
(CQlumnCPO?103)
S RETAINAGE,
a,10:i:olComplelijijWo?
(C?mnD.-Eon?lioo5t,;'{{)
b.10':;cfSt?Matefial
(Col.JmnFooConlil-?oonSheet)
s	^1,664,6.i&:OO 
s	
 $	1,664.0JSOO 
_s	131,555,00 

$  .• 13,165,00

_?	_-	,?.
_.	. _'

_'	'

I  •	•
. ,.

^·,...
/I A D,:,?um : 13 oi, APPLICATION AND CERnF.ICA1E FORPAYMENT."	^I
C?n• ?tot's s1?nod.0Hltll'IC4te r u., • c<f
^In ^tn ^u/e	^s ^low, ^ll.rtlounts ^:ift'l ^st.it  ^to ^tho ^near11Sl ^dollar	•_I
_,·;
?0)3:1	:1VJ.nd?'E.ld-,,,vsS PH 2A^1
?pp'' ? (l  • -----? _:_1 .	;
,.. ,,•• , t,·l	'	1/31/2023 •.	, ,	;
_.	pro, r.ll	'^;·------'--.	?.-?.·.^""-'."?:
SPEC
SOHEDULED
, WORK COMPLETED
STORED
& STORED
^1 %1
BA?ANCE '•
^10%	I	•
SECT
PESGR,IP-TlPN
VALUE,··
fl
P_·?_-E:VIOUS	CUR?ENT
MA1'ERIA:L
TO Df TE •
c?MP-qeT?(	r.o FINl?H ;i;_R:TflNA?E,
^. ^1	t-leb GCJ'lecal Cond,t10?
Eros10..,.t:Dn!ro]
CleannQ & Grubbrno
s	19.500.00
.s	60.255.00
s	55.000.00
SO.OD	$11.500 00
S0.00	$20,055 00
S0.00	S:i5,000 00
SMO SOOD
sooo
s·1.soo oo
S20055 00
;55.000 00,
'59%  s	0.00000
t3.3% $	4C,200 OQ
JOO% S
s1,sooo
S2.005_- 50
S.5.5-00 00
Earc1work & Grading
Road Base
Sod (Pond SI.opes)
7
0
9
s ^1,134,790.00
s	^30$,318,00
$	8?;'775.00

I
so 00	S,15.000 oo
^$0.00	(  ^$0.00
$0.00	$0.00
$0:00	$0.00
$0.00	?0.00
$0.00	$_..0.00
S0:00. 1
so.do
sd.oo
$0.00 1
$0.00
$0.00
S.45.000.00
, $0.00 •
$0.00
$0.00
so.oo.:
$0.00 '
_I 4% _s
_' 1 0% s
^j 0% $
^I	-?
i/OIV 0l	$
#DIV0J •  s
#©JV)OJ...i $
\.089.790.00
_4 500.00
$0.00
S0.00 S0.00
·^·s^. o.oo
$0.00
10	_..	_-.
11
.·so.oo	$0.00
so:oo	$0.00
s6.oo l
$0.0Q j
so.oo:'.
$0.00
^11?1vJ01 ^-,  $
nrr11vfo1	$
^#OIV/Ol  ^' s

'	._' '
so.oo
so.oo
.$0,00

'14
15.

S0.00	^$0,00
^'·	so,00·.	, $0.00

S0.00 ' S0,00 I

S0.00
$0.00
I	•

!'_•	-;
#OIV/0I  •··

$
$
,$  _..
,,.	..- II
..! ':.

!

';,,
S0iQQ_,,
so:oo
S0.00
^16	^.'^,.
. ^, ^SO.PO	^$0.00
so_,..oo l
$0,00
^s  ^;	..:; ,, .
S0.00
17	^..	_...	^?
_18	..	I	_..
,$0:00	$0.00
:so.oo	io.oo
$0.00
so.ob
S0,00
$0.00.

-
fl.DIVOI .  s '

·.:. • I  I •
.·' so?oo
. ?o:oo

20	_.

^?	SO.DO	^$0.00
$0,00 !

$0,00

.  ?	'l,
IIDIV/0!	$
!  ::.

$0,00
21	_.
$0.0Q	$0.00
$0,00
^S0.00 ^' ^•. ^#DtV/O! ^.,,.., $
,,,J.
! '.·
S0.00
22
Tota·,

_? 1,664,638..0'0 '$
$0.00	^$0.00
^.	$  131,55?,oo  _s
so.ob
'·	-	,_. .,  • scr.oo,

'	,.,
, .,

^.'^,,
02/ll./20'23	^ConSur, ^Inc.
1006
Date
01/31/2023 00:00:00
?
Bill
Reference
WMS2-Pay App 1
Balance Due
0.00
Discount	Pavment
0.00	118,400.00
Check Amount 118,400.00 •

Wind Meadows South 2	WMS2-pay app 1	"""118,400.00

APPLICATION ANDCERTIFICATE FORPAYMENT

TOCONTRACTOR:
C.fn:erStalelle,cb\)'l?,? LLC 4liil0llunJ?e Rd
Wn:r,11311.tfl FL 3368?

c.o,-St.i In-:
PO 8ox847
Fa\1uLal-e fl 33839
PROJECT; WindMoadows SPH2A

APPLICAllON NO·

PERIOD TO •	31-J.i:i--23 PROJECTNO

CONTRACT DATf	?•Jan-13
L> ,, •.'' •;
_.. o_,m?Ac,o?

[ )i.i<Cl!iiFl',i WO'o'INER

CONTRACTOR'S APPLICATION FORPAYMENT
A!iJ)'^1cat10111smade forpaymenl,assh0\111below111coot1eeuon will\ll1eCOnlract Cll'\:.nu?.llonShoo!ISalla?.

ORIGl'lAlCDITTRACT SUM	$	^1,6&1,638.00 
Ne\cl1&rigeby(',naJ1geOld61S	^s
Theun?rsq-.edCoolrat\or certlf18SIha\ lofiletx:s\oi!heCoolrsc,ots?ro-:?ed&e inlormaoon aoobellfl!It..,WOikooveie<!byu?sAl)PKc\,on torPaJ"ient?as t,;.;r comptotadu1atco^10011ce•mO,\heCoiitlattOocumel\ls.\ha!auairM?.'111?;;r.t•-O   bytheCo!Mac1orlorno.i(orv.tiichpl!MOUSCert1l1^1:si?! furPay111ij?\were1mr?0^1,d paymen:Sreeer.colromtheO.i'l'tf,andlhlllCUIIC!ipai,n?sher.,,.tic1L?,s?0:1,:,;n
CONTRACT SUMTODATE(llneI +2)
,	.00
( TOTALCOMPlEltO &STORED TODATE	s		^131,555.00 
(Col\JmnOooG703) 5 RETAINAGE
a.10',oofCompl6h!d Wrl(	 s	^13,15500 
(ColwooO^1 Eoneo.w.tioo ShcCI)
b 10%orSlo<ildM::le11al		 (CoturnnFonConlinuahon Sheet)

Inaccordanct11'11lh\heContractDOCllments.basedooon,$118obselvoliMs  3od11\ild31a

A1A Document G702, APPLICATION AND CERTIFICATE FOR PAYMENT
JOB.
 Wind Meadows S PH 2A	
^Contracior's ^signcd.Certiflcale ^1s ^allachcd	Appt,calton		
In tabulallors below, amounts me stated to the nearest dollar.
period to ProjEcCt No.
	1/31/2023	

SPEC SECT

DESCRIPTION

SCHEDULED VALUE

WORK COMPLETED

STORED MATERIAL

& STORED TO DATE

%
COMPLETE

BALANCE TO FINISH

10%
RETAINAGE

| | | PREVIOUS | CURRENT | | | | |
1 | Mob / General Conditions | $	19,500.00 | $0.00 | $11,500.00 | $0.00 | $11,500.00 | 59% | $	8,000.00 | $1150.00
2 | Erosion Control | $	60,255.00 | $0.00 | $20,055.00 | $0.00 | $20,055.00 | 33% | $	40,200.00 | $2,005.50
3 | Clearing & Grubbing | $	55,000.00 | $0.00 | $55,000.00 | $0.00 | $55,000.00 | 100% | _$	. | $5.500.00
4 | Earthwork & Grading | $ 1,134,790.00 | $0.00 | $45,000.00 | $0,00 | $45,000.00 | 4% | $  1,089.790.00 | $4.500.00
5 | Road Base | ^$	308,318.00 | $0.00 | $0.00 | $0,00 | $0.00 | 0% | $	308,318.00 | $0.00
6 | Sod (Pond Slopes) | ^$	86,775.00 | $0.00 | $0.00 | $0.00 | $0,00 | 0% | $	86,775.00 | $0.00
7 | | | $0.00 | $0.00 | $0.00 | $0.00 | #DIV/0! | _$	. | $0.00
8 | | | $0.00 | $0.00 | $0;00 | $0.00 | #DIV/0! | _$	. | $0.00
9 | | | $0.00 | $0.00 | $0.00 | $0.00 | #DIV/0^1 | _$	. | $0.00
10 | | | $0.00 | $0.00 | $0.00 | $0.00 | #DIV/0! | _$	. | $0.00
11 | | | $0.00 | $0,00 | $0.00 | $0.00 | #DIV/0! | _$	. | $0.00
12 | | | $0.00 | $0,00 | $0.00 | $0,00 | #DIV/0! | _$	. | $0.00
13 | | | $0.00 | $0.00 | $0.00 | $0,00 | #DIV/0! | $	^. | $0.00
14 | | | $0.00 | $0.00 | $0.00 | $0.00 | #D1\//01 | $	^. | $0.00
15 | | | $0.00 | $0,00 | $0.00 | $0.00 | #DIV/0! | $	^. | $0.00
16 | | | $0,00 | $0,00 | $0.00 | $0.00 | #DIV/0! | $	^. | $0.00
17 | | | $0.00 | $0.00 | $0.00 | $0.00 | #DIV/0! | _$	. | $0.00
18 | | | $0.00 | $0.00 | $0.00 | $0,00 | #DIV/0! | $	^. | $0.00
19 | | | $0.00 | $0.00 | $0.00 | $0.00 | #DIV/0! | _$	. | $0.00
20 | | | $0,00 | $0.00 | $0,00 | $0.00 | IIDIV/0! | $	^. | $0.00
21 | | | $0.00 | $0,00 | $0.00 | $0.00 | IIDIV/0! | _$	. | $0.00
22 | | | $0.00 | $0.00 | $0.00 | $0.00 | #DIV/0! | _$	. | $0.00
| Total | $ 1,664,638.00 | _$	. | $  131,555.00 | $	$ 131,555.00 | | $  1,533,083.00 | $ 13,155.50 |

03/30/2023	ConSur, Inc.
L&te	?
02/28/202:3 00:00:00	Bill

Reference
WMS2-Pay App 2
1018
Balance Due	Discoim.t	Payment
0.00	0.00	353,404.80
Check Amount 353,404.80

Wind Meadows South 2	WMS2-pay app 2	"""353,404.80

TO C0NTRAC'.fcOR:
Gente(•SlateDevelopmen\ LLC
4900DundeeRor
WinterHaven,FL3388'A

EROM SUBCONTRACTOR:
Con-Su{_1In?
P:0.Box8?7
PROJECT: WindMeadows SPH 2B

ARCHITEGT:
APRU.CATIO?NO:	2
PeR/OO'TO:	·30-Nov-23
PROJE€TNO: CONTRAClDATE:	2.Jan-23
distnbution to:
·cGNTRACTO?
□PROJECTMANAGER
□ARCHITECT
@0WNER
Eag_lel:al<e,.Fl ?,3839

CONTRACTOR'S  APP.ldC?TION  FORPAYME_N-r
Appllcalionismade,fetpayment"as:shownbelqwlm:onnec6on.1viththee<>rikacl Continuatlon Sheetls.aHached.
Theuollers?nei(!Conlrac?Gcertifi?sth.alto'\hebestof(heConfracto(sknowledge, lnforma?and,.beliefilfie.Work?ed	bythisAppl'1tation·1oPrayment h?.sbeen com?.etedln,acC6rdancewilhthe,e.ontract0ocumenls,tliat·allamounts  fiavebeenpaid
bylha'Conlracto;formfor whir.Irprevious?ertij\cat?s for-Paym?o?t re-issuedarid
ORIGINALC0NTRACT SUM
NerchaD,9?•?1.Change:0.rders
 $	^345,440,00 
 	
pay111e?tsreceivedfromthe{;lwneriand.\hal"currentpaymenlshownhereinlsnowdue.
'.SUBC0"NTRAClOR:
COITTRACTSUMTODATEl!Jne1f2)
4,  TOTALCOMPl8E0:&·,sroRED•T'O-OATE
(ColumnGooG703)
.5. RETAINAGE,:
34M40.oo
	320,4?0.00
?_,??_,	t/c'
stateofi f?'t....	Coon?o{:fivK
? ' ¢z,1fi?
a.10%of,Com?etedWork
_$	
3,,_,.2,044_.00_,
Subspo'?d?n.cts?rn),9Jl.efo?eJhls	Z,7 day·oftJrJf)?v"IU£;	;:.:,m1?T;!llGURT
1
(Golumn@i·E-O'n?Olltlouatlon:Sheet) b.10%ofStoredMa!edal
(C6lumnF·ooContirnationSheelt

Notaiyl'ubllc:??,-1.	·.'.'t'  .MW'"'
;,i•	·'It

\?ADocument G70ZAPPUCATIONANDCE8TIFICATE FOReAYMENT
:Ontracto?,s'slgned'CelllftcateIsattached
1 tabotiltlon5;below,,arn.ounts:are:slatedto,the:nearestdol]at	1

,  ..
JOB:
Applif.ation peoodto: P'rojectNo.
 WlndiMeadows sPH28	
	2-	
  11/3012023	

iPEC
SCHEOIJLED'
W9RK COMPLE:TED
STORED
&;;STORED	_%	_BALANCE
10%
iECT
OESCRIPTmN
VAl!tl?;
'
PREVIOUS	CURRENT
MATERIAL
^'TODATE	^COMPLETE	TOFINISH
.
RETAINAGE
.
Earthwork &Grading \ ?)..?\
R0ad Base	_\?W1
^$	90,000.00
_'· 255J440,00
$25,000.00	$40,000.00
$127,720.00	^$127,720.00
25:000100
..
$6;500,00
$25,644.00
^V	_'	;
$.
.
I
. $0.0Q_,
$0.00,:
.
^$.0.00	^$".'0_.^:0_.^0,'_'^· #.DIV/0!-	^$.·	^.
$0,00
$'.
^,	^$	^.	.^.
$0.0Q	^$0.00
$0.00	$0.0Q
$0.00.
$0.00,
$0,00	#DIV/01	_$	^.
^$0100'	^.#QIV/OL	$.	^.
$0,00
so:oo
^$	^. ..
$0.0Q	^$0,QQ'.,	^$0,00,
$.0..PO,·:	#OIV/0!	,..$	^.
$0.00
$0.00	^$0.00'	^$0,00
$0;0()';?. _#QIV/01	_$	.
$0.00
'	_'
$0.00	^$0.00·	$0.00
$0,0?	#DIV/0!	_$	^.
$0.00
.
_$0.0Q	$0,QP,,.	$0_.00,	$0,00, _#l:llV/01	_,$
. .	_.

$0.00
^)	^$0,00	$0.0.0"	^$0:00
<
^$0.0Q... #DIV/Pl.
$·	^.
$0,00
_$0.00	$.0.00'i	$0.00:	$0,0Q.: _#DIV/01	_$	^.
_'	.	^.
$0,00
^J	$0.00	^$0.00'i	$0.QO
^$0:00:•	^#DIV/01''.1  $	^.
S(l.00
$0.00	^$0,00?•	^$0JO-·	^$0.00-'.	#DIV/0!
'	_:
_I	^$0.0?!	#OIV/0!
_s	.
t·	^.
SO.OD
$0,00
_.^•	I•	^'

?nteHltate:Development,.ULC
·4900;lJundeeRa. Wlnter:Raven,Fl.338114

F,R0MISUB'€0NTrAApt0R(
Con-Sur,In?
IMJ·.Bex.847
??gleilaR'?, FL.338??

ARCHltECT::

AAP?IC:4)]0N N?;	10.
R?R!C:JD·rt.1	?O-Nov-23
PROJEGJ:NO:

OOt-i:tlsACT D?TE:	2✓an,23
D/strlbulionto:
GONlRACTOR,
□PROJECTMANAGER
0AR0HITECT G::]OWNER

.	:ARR??GA;it'J'QN}?ffiP'.A:tMEN?·
ApplicaticrFismadelfQr1paym?nt,.asi?own.belowin:conneclioDwith:the'l'.Jo?tract.
eontinuatton Sh?'ls.aftallhed.

1. 08IGIN'Al?0N:l'RAO.rauM	•--:-$-.,.-"'1,--,:,728...,.;22,::-:0.0:-c-,O
t N?tqhange.by,'CltangHlitle$	,	$	6.l,217.5•0
.'3, G.OmRACT S?Mfl:OID?T8(Llnej,#;?)	,  ••-'$"-------17,.,...8?/;-43-7.60-

SU?CONTRA?QR:
//	_,.,,.. r.	/	.,,/,,,:,.,
4, T.OJrA?'.GOMP.b'fiTE(;)7&,.6Te.RE(}10:f:>ATE	,;-.$_	 .1,_.72@"""}43_7.50_ 
(qcllllnni:G'oniGV.O?)
'By?	.L	.. Date:?
/"1'2
5. REfAINAGE:
a.10% oJCornpJeted:Wori	$:	1il8?'943.75
((3olumn:o+E..on,eon11nuati,9!lYSheet)
b.10%,ofSfOre-d'.Material'		 (?olu/i1n:F•on,.6oo!inuatlofl>3neel)
Statijof: f•l.	?ounty ot-? lt?	•• , . Subs.ari_liaedn,q$WllJOi\?b?f9re·me,?is J,7 .day;:??!V JCM!WtUtaERT NotaryPubht-A.f'?-		ft??  . ..  ·· ·
My£otnm?si?fp?f. ti/ii·:?7       t;'.    ,,,,  ?·??-
CERTIFIO?T?F:0$,:BAY.MEN!	??

·1Afl.ocumenLG7O2,,AP.P,?IC?'flt;.NA?D:CERTIFICAJEF0J{P'.N(?E?T-
C1,1tractor's•si9ned:Certlflsate1s:alfaehed
(tabulations below,amounts1a?s.tated.te'lb??arest·pollar.	,
.J0B:
-Application peliod,lO: 'ProjeelNo.
Wind.Meadows?PH,26;

a?.EiG.' ^?	^·SCHE0U[E0,7

W.???COMfg?Elr_
S:l:iREO:	''.&'ll!.iOREij	^%-:·.	_S:AWGE,.

10°%'
lcCt	O_.ES_-GRIP1\IGN1
-:?Aliue•r ^'

·PREVl0U;S	^'=t:IDRRl:N!
MA-TER[AL.
'. ? ,.., . .

,0.

^'Mob/G?oeial?ij11mti.00s·	$
^?	^"I ^!J	^{f9;Mo:oo!  ^'	^<.^\ $^'..?^•QO
^. _;	' ..
^$0.-:PQ,;_.-'	$?Si5DO:OO:i	_10Uo/?
$1J50;00.:
_' ,	.
_•' ^.. ^,	..
^'	_'	.,.,^I.^.
..'  ^.
$6;??5.60
:f:J??nM;&Gruo.nio?
r:S
,,  ^5?0.00:?0?.
$?_..&;0QO,OO
_.:$_.0.op	$0,00:<.	_$55.:QOD:OOi	_ww:',.$_,;	_? _..	_$5?00!00'
earthwork& Grading\?.?f\
^'"$ ^1,134,790:00}	$1;f00i635:00.	.$30::(55.00..	$'0:@;
^,.?	.
^"$?\'1«?\'hgo;oa.t	1'00?/?.: $
,.,	_....
$Jl3A7MQ..
^.. ^..	• 37t;9oo;oni ^'t	^. ^..	^.	^,,	^•·  ^Y'·	^.

'•···
.Road:Base	_4
1$37.1,900;00	^:$Q,OO
;
_.,	^$0;0·0_^._?
l$7{1?9ijMo.i	_l00$'•'·1'$,	.
'$?7,1:9Q;QO,:·
_'	_?	Ir
. ..
'" _I:
$Qd:(P,and$1op,eS!)
^.	1$ _' ^?6%7{ilOQ_.^?_.,
. $86,iJs:oo _>
_.^:_.^s_.^o.o,a	^$0.,o•·or•	$8.6=i1J5'.0.00.	·10.0%,;$	^._..
lS,677.50
"
,,:$,

^.,	;-
_..; ,,)
_'	-
...•
:)-
CDlftl'Boncr.?te:?em.ev.aJ
^3(dQ?O? '	^$t{000:00'	^$0.00
^$0:00•	-?iOO;OO·. .
1°00,%	^.
$300:00'
:	^. ^r  ^.. ^,.	^,i'
'	;,	^,.
j.'	^'
c:;(r?Gen!aminanrs	^;$ 50M92'0?. ^'	^·$501192,00
:$..0.00
$0^·•^0. ^0{^•:..
U.Q;?:?2;Q.0:;,
:1QO%'$	_·,
$5,P19;2-0'•
_..	_'	.	_:	'•
',m:r#3':Slope:'@fMall?IO:ske	:$	^8;02?'.5Q.
$8,,ol5.50.·,	_:$_0.00
,:
$0:00'
tB,025:50:-
_'	.
^100% $	^.
_"	$802.55

_.	_a	.
$0.00
:
io.oo
$0,00
_io?o'	#DIV/01	_$	^.
$0,00
.1	_C	_?	$0,00
_!	.$0.00
,
^$0:00-	^$.0..,..·..oa?"	#?IV/01. $	^.
$0.00
2	^.$.0,00 ^!	^:$0,00	$0:00
^lOLQ(!:	^.#fJW/01	s
^,•	^I:	'$0.00
'	^-	'	^!	^,.
3
_"	_-	._.

_'-_
'$0.00 _i	^'$0,00
_<	.
$0:0.0r	_.	_$0i00'
,. '
#D.IV/01	^i ^$.	_.	^.
''
$0;00
^:4	^'	!  ^.
$0.00
^i	:$0.00.
^$0:00?.	$,0;00;'.^'
#DlV/01	^;$	^.
?0.00
..	^.	?- ,l_ ±o,	^'
:	,·	^',,,.., ^..,
^5	^.	..	^t
_. ^$0,00 ^;l:	^,$0,00	$0;_?0:_..
$Q/[W,'
#91V/O!	_.i
^.	$0,00
_''	(	}  -_??	..	_1
^I	^. ...
.. ••.·	^,,

'':
_6	_"	·,$0.00
.$.b.00	^$0:oo:•.	_$0:00;,
#?1\1/01 ^,,:$	_.
$0,00·
^-	_-	-'
_'	,.	_,,

12/29f}JJ23 | ConSur, Inc. | 1105 | | |
Date | Iygg | Reference | Balance Due | -? | Payment
11/30/2023 00:00:00 | Bill | WMS2(PH2B)-#2 | 0.00 | 0.00 | 150,948.00
11/30/2023 00:00:00 | Bill | WMS2(PH2A)-Pay Appl0 | o.oo | 0.00 | 37,759.50
| | | | Check Amount | 188/0750
Wind Meadows South 2, LLC | | | | ?88,707.50 |

APPLICATION ANDCERTIFICATE FORPAYMENT
Received12/20(23	j
Cost Codes: SeeBelow

TOCONTRACTOR:
Cent&Slate Development, llC
4900DundeeRd,
MntetHaven,FL33884

:ROMSUBCONTRACTOR:
mSUr,lnc
'.0.Box847
:agleLake, Fl.33839
PROJECT: WindMeadows SPll28

ARCHITECT:
^APPLICAllON ^NO:	^3	D/stribulioo to:
OcoNTRACTOR
^PERIODTO:	31.oec-23
^PROJECTNO.	QPR0JECT MANAGER
CONTRACTDATE:	^2-Jan-23	_□ARCHITECT
u]owNER

?ONTRACTOR'S APPLICATION FORPAYMENT
IP?icaliooIsmadeforpaymeo?asshO'MlbelowInconnec\10n withtheContract.
:Ontiooabon Sheetisattached.

. ORIGINALCONTRACT SUM	s	^345,4<0.00
Ne!changebyChange0rdera	^$	
CONTRACT SUMTODATE(Line1+2)	^$	^345,440.00 TOTALCOMPLETED &STOREDTODATE
(Cdtm1GonG703l RETAINAGE:
a.10%ofCompleted Wolk	^33,044.00	
(CoomllD+EooContiooaflon Sheet)
b,10%ofSloradMate.rial		
TheUMe!Sig!led ConlractOf certifiesthatlothebestoftheContraclOl'slino'Medge, informationandbelief theWorkcove<edbythisAp?ication (OfPaymenthasbeen car,?eledinaccordmce withtheContrac1Documents, that anam01,11\Shavebeenpaid bytheCoottacl.a- formfor?	?"evious Cerliooates forPaymentwereISSUedand paymentsreceived  fr001lheOwner,andthatCUIT8ntpayment  sllOYl1lhereinisoowdue,

SUBCONTRACTOR:	/
111r. ??		aa,a: 1fijz3
/	
Stateot..Fl.,	Countyof: fc/,1(
SubsaibedaJ'llS\liQllltobeforemathis  2I	dayof OJ?. •	•	•
Not?ryPublic:?	_/	f'"'\ awttllHRf

looument G702, APPLICATION ANDCERTIFICATEFORPAYMENT
JOB:	WindMeadows SPH28
,cto(s signed CertiUcateIsattached
Application
--^3 ----
ulatlonsbelow,amounts arestatedtothenearest dollar.

,
periodto:	12/3112023
Project No.

01/l6{2024	ConSur, Inc.
?	?
12/31/2023 00:00:00	Bill

Reference
WMS2{PH2B)-#3
1129
Balance Due	Discount	Payment
0.00	0.00	9,000.00
Check Amount	9,000.00

^Wind ^Meadows ^South ^2, ^LLC	WMS2 (PH 2B) - Pay App #3	"""9,000.00

Rece1ved12/20/23
CostCodes:See^?Below .

TO CONTRACTOR:
CenterSlateDevelopment LLC 4900DundeeRd.
WinterHaven,FL.33884

FROMSUBCONTRACTOR:
con-Sur,Inc P.O.Bo?847
EagleLak1i,Fl.33839

ARCHITECT;
APPLICATION NO:	11
PERIODTO:	31-0ec-23 PROJECTNO:
CONTRACTDATE:	2.Jao-23
Dislnbulion to:
CONTRACTOR
□PROJECTMANAGER
□ARCHITECT
IT)OWNER

CONTRACTOR'S APPLICATION FORPAYMENT
\pplicaUonIsmadeforpayment,asshownbelowInconnection  withtheContract.
)ontinuatlon Sheetisattactied.
Tneunoors?ned Conlract0t cartifiesIha\ lo thebes\of\heContractor'sknowledge, infofTllatlon andbelief!heWorkCOl/818d bythisAp?lcalion forPaymenthasbeen completedinaccordance wilhtheContractDocuments,  thatallam01.111lshavebeenpaid by theConlraclor forwoll<for'MlichpreviousCertiflCl\lesrorPayment wereissuedand payments receivedfr001theOMier,andthatcurrentpayment shownhereinisno\Vdue.
. ORIGINALCONTRACT SUM
(. NetchangebyChangtOlders
I, CONTRACT SUMTODATE(Line1+2)
. TOTALCOMPLETED &STORED TODATE
(Column GonG703)
. RETAINAGE:
10% ofCom?eledWOik
(ColumnD+EonContinuation Sheet)
 $	1.726,220,00
	67.7'87,00 
 $	^t,796,007,00
s	^1,796,007.00 

_$ 	17-"8,'--94_3.7_5

SUBCONTRACTOR:
Staleol: Pt	<:n.intyof; /"1.;J< 
Subl;cribada?dsw ?) !>aforeme!his J.,I	day	l,
NQtaryPubi ;	?	f  ?	JaWJWttEtWRf
10%ofStoredMaterial		
MYComm•	expires:	It t?	•	t   C■1l11l:fftKHd	
)cllment G702, APPLICATION AND CERTIFICATE FOR PAYMENT
otor's signed Certificate Is attached
latlons below, amounts are stated to the nearest dollar.
JOB:
Application period to: Project No.
Wind Meadows S PH 2A

	11	
	12/31/2023	

·

, 

Ol/26/2024	ConSur, Inc.
1130
Date
1.2/31/2023 00:00:00
?
Bill
Reference
WMS2(PH2A}-11 Ret
Balgnce Pue
o.oo
Discount	Payment
0.00	185,513.25
Check Amount 185r51.3.25

^Wind ^Meadows ^South ^2, ^LLC	WMS2 (PH 2A} - Pay App # 11 - Retainage	-tSS,513.25

APPLICATION ANDCERTIFICATE FORPAYMENT

TO CONTRACTOR:
Center StateDevelojXTIMt,LLC
PROJECT: WindMeadows SPH2B
^APPLICATION ^NO:	^4	Dis/Jibufion lo;
CONTRACTOR
4900DundeeRd.
WinterHaven, FL33884
^PERIODTO:	31.Jan-24
PROJECT NO:
□PROJECTMANAGER

FROMSUBCONTRACTOR:
Con-Sur,loo
P.O.Box847
EagleLake,FL.33839
ARCHITECT:
CONTRACT DATE:	2.Jan-23	_□ARCHITECT
G]OWNER

CONTRACTOR'S APPLICATION FORPAYMENT
ApplicationIsmade forpayment. asshownbelowInconnection wlihtheConlract. Continuation Sheetisattached,

ORIGINALCONTRACT SUM	$	^345.440.00 
^NetchangebyChangeOrd9rs	$	
CONTRACT SUMTODATE(Line1+2)	^$	^345.440.00 
TOTALCOMPLETED &STORED TODATE	_$	^345,440.00
(CdumnGonG703)
5, RETAINAGE:
a.10% ofCompleted Wo1k	 ^$	^34,544.00	
(ColumnD-+EonCominuadon Sheat)
b.10% ofStoredMaterial		
Theundersigned Contractorcertifies that tothebestoftheContractor'sknowledge, infoonatlonandbalteftheWor'i<ooveredbyth&;ApplicationforPaymenthasbeen  completedInaccordance withlheContraclDocuments, thatallamountshavebeenpaid bytileContractor forworkforwhichpreviousQ.ertl,fl_catesforPaymenl wereIssued and payments rece:vedfromtheOwner,andthatcurrentpayment shovmhereinisnowdue,

SUBCONTRACTOR:
a^1 	oao:  
Stateot. Ft..	Countyor:f<X-K -· ..	,. .
Subsclibed?sw tobeforemelliis ")5  dayof :-;· .-nwttattURT
NotaryPubll •	?	f}'.;:J
MyComm •	xpres:	It 'J,.?	•	t  ?lt!R8

A1ADocument G702, APPLICATION ANOCERTIFICATE FORPAYMENT
Contracto(s signedCertificate tsattached
Intabulationsbelow, amounts arestatedtothenearest doUar.

SPEC	SCHEDULED

^WORK ^COMPLETEO	STORED
JOB:
Application periodto: ProjectNo,

WlndMeadows SPH28

	4	
	1/31/20231	

^SECT	^DESCRIPTION	VALUE
PREVIOUS
^CURRENT	MATERIAL

^1	Earthworl< &Grading11620811	$	901000.00
^2	RoadBase1162083 I	$	256,440.00
$75,000.00
$255,440.00
$15,000.00
$0.00
$0.00
$0,00
$90,000.00
$255,440.00
100% $	_-
100% $	^.
$9,000.00
$25,544.00
I
^3	^$	-
^4	$	^.
_5	_$	.
_6	_$	.
7
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3
10
$0.00
$0.00
$0.00
$0.00
$0.00
$0,00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0,00
S0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0,00
$0.00
$0,00
$0.00
$0.00
$0.00
$0.00
$0,00
$0.00
$0.00
$0.00
$0,00
^#OIV/01	$	^.
#OIV/01	$	^.
^#DIV/QI	_$	-
#OlV/01	_s	^.
#DIV/0!	_$	_-
^#OIV/01	$	^.
#OIV/01	_$	^.
#DIV/0!	_$	_-
$0.00
$0.00
$0.00
$0.00
$0.00
S0.00
$0.00
$0.00
11	SO.OD	$0.00
$0.00
$0.00
#DIV/OI	_$	^.
$0,00
12	$0.00
$0,00
$0.00
$0.00
#DIV/OI	_$	^.
$0.00
13	^$0.00
$0.00
$0.00
^$0.00	^#OIV/01	$	^.
$0,00
_4	$0.00
$0.00	$0.00
^$0.00	^#DIV/01	$	^.
$0.00
02/l9/1D24 | ConSur, Inc. | | | | 1140
? | IM | Reference | Balance Due | Discount | ?.nt
01/31/2024 | 00:00:00	Bill | WMS2(PH2B)-#4 | 0.00 | 0.00 | 13,500.00
| | | | Check Amount | 13,500.00

Wind Meadows South 2, UC	WMS2 (PH 28) - Pay App #4	^?,500,00

!Received Sn/24-- Cost Code: See Below

 APPLICATION AND CERTIFICATE FOR PAYMENT	
TO CONTRACTOR:
Center State Development, LLC 4900 Dundee Rd.
Winter Haven, FL. 33884

FROM SUBCONTRACTOR:
Con-Sur, Inc
P.O.Box847
Eagle Lake, FL. 33839
PROJECT: Wind Meadows sPH 28

ARCHITECT:

APPLICATION NO:

PERIOD TO:
PROJECT NO: CONTRACT DATE:

5

7-Aug-24

2-Jan-23

D1stribution to:
Dco"ITRACTOR
□PROJECT MANAGER
□ARCHITECT
[K)OWNER

CONTRACTOR'S APPLICATION FOR PAYMENT
Application is made for payment, as shown below in connection with the Contract. Continuation Sheet Is attached.
The undersigned Contractor certi?es that to the best of the Contractor's knowledge, information and belief the Work covered by thisApplication for Payment has been completed in accordance with the Contract Documents. that att amounts have been paid by the Contractor for WOik for which previous Certificates for Payment were issued and payments received from the Owner. and that current payment shown herein 1s now due.
ORIGINAL CONTRACT SUM
Net change by Change Orders
CONTRACT SUM TO DATE (Una 1 + 2)
TOTAL COMPLETED & STORED TO DATE
(Column G on G703)
RETAINAGE:
 $	^345,440.00 
 $	
 s	^345,440.00 
 s	^345,440.00 

SUBCONTRACTOR:

By:?,-,/	
./ 	>
State of:/- ·'- 

County of.?,.,.:.
Date	e/T/21
J I

CHANGE ORDER SUMMARY | ADDITIONS | DEDUCTIONS

Total changes approved
in previous months bv Ownor

Total annroved this Month | |
TOTALS | |
NET CHANGES bv Chan= Order | 0 | .00

A1 A Document G702, APPLICATION AND CERTIFICATE FOR PAYMENT
Contractor's signed Certif1C8te is attached
In tabulatlons below. amounts are stated to tha nearest dollar.
JOB:
Application period to: Project No.
Wind Meadows S PH 2B

	5	
	8/7/2024	

SPEC SECT

DESCRIPTION

SCHEDULED VALUE

WORK COMPLETED

STORED MATERIAL

&STORED TO DATE

%
COMPLETE

BALANCE TO FINISH

10%
RETAINAGE

| | | PREVIOUS | CURRENT | | | | | |
1 | Earthwork & Gradina	^1162081! | $	^90,000.00 | $90,000.00 | $0.00 | $0.00 | $90,000.00 | 100% | s | $9,000.00 |
2 | ^Road ^Base	11620831 | $	255,440.00 | $255,440.00 | $0.00 | $0.00 | $255,440.00 | 100% | $	_- | $25,544.00 |
3 | | $	_- | $0.00 | $0.00 | $0.00 | $0.00 | #DIV/0! | | --- | $0.00
| | | | | | | | $	_- | |
4 | | $	_- | $0.00 | $0.00 | $0.00 | $0.00 | #DIV/0I | $	_- | $0.00 |
5 | | ^$	- | $0.00 | $0.00 | $0.00 | $0.00 | #DIV/0! | ^$	- | $0.00 |
6 | | ^$	- | $0.00 | $0.00 | $0.00 | $0.00 | #DIV/0! | ^s	- | $0.00 |
7 | | | $0.00 | $0.00 | $0.00 | $0.00 | #OIV/0! | $	_- | $0.00 |
8 | | | $0.00 | $0.00 | $0.00 | $0.00 | #DIV/0I | $	_- | $0.00 |
9 | | | $0.00 | $0.00 | $0.00 | $0.00 | #OIV/0! | $	_- | $0.00 |
10 | | | $0.00 | $0.00 | $0.00 | $0.00 | #DIV/0! | $	_- | $0.00 |
11 | | | $0.00 | $0.00 | $0.00 | $0.00 | #OIV/0! | $	_- | $0.00 |
12 | | | $0.00 | $0.00 | $0.00 | $0.00 | #DIV/0! | ^$	- | $0.00 |
13 | | | $0.00 | $0.00 | $0.00 | $0.00 | #DIV/0I | $	- | $0.00 |
14 | | | $0.00 | $0.00 | $0.00 | $0.00 | #DIV/0! | $	_- | $0.00 |
15 | | | $0.00 | $0.00 | $0.00 | $0.00 | #DIV/0! | ^$	- | $0.00 |
16 | | | $0.00 | $0.00 | $0.00 | S0.00 | #DIV/0! | ^$	- | $0.00 |
17 | | | $0.00 | $0.00 | $0.00 | $0.00 | #OIV/0! | $	_- | $0.00 |
18 | | | $0.00 | $0.00 | $0.00 | $0.00 | #DIV/0! | $	_- | $0.00 |
19 | | | $0.00 | $0.00 | $0.00 | $0.00 | #OIV/0I | $	- | $0.00 |
20 | | | $0.00 | $0.00 | $0.00 | $0.00 | #DIV/0! | $	_- | $0.00 |
21 | | | $0.00 | $0.00 | $0.00 | $0.00 | #DIV/0! | ^$	- | $0.00 |
22 | | | $0.00 | $0.00 | $0.00 | $0.00 | #DIV/0! | $	_- | $0.00 |
| Total | | ^$	^345,440.00  ^$  ^345,440.00  ^$	_-	$	_-	^$ ^345,440.00 | | $	_- | $ 34,544.00 | | | |
11/10/23 | 12/29/23 | 2023338 | DS Boring LLC | Trench per lot | $ | 37,165.10 | | | |
11/10/23 | 12/29/23 | 2023337 | DS Boring LLC | Trench road crossings | $ | 7,600.00 | | | |
12/12/23 | 1/12/24 | 2023359 | DS Boring LLC | Machine Trench | $ | 42,268.00 | | | |
12/12/23 | 1/12/24 | 2023360 | DS Boring LLC | Machine Trench | $ | 32,550.00 | | | |
1/12/24 | 2/8/24 | 2024020 | DS Boring LLC | Machine Trench | $ | 36,800.00 | | | |
1/12/24 | 2/8/24 | 2024019 | DS Boring LLC | Install AMP Switchgear | $ | 1,500.00 | | | |
5/28/24 | 6/21/24 | 2024157 | DS Boring LLC | Streetlight Conduit Repair for roundabout | $ | 1,457.41 | | | |

DS Borln? I.LC
cccived 11/30/23
OStCode: 162040
lnvoiee

T43.1 5 \J/ ?.dsvvorth I)1iv'e
Odess;;1_ FL. 33556
	Date 	_??
I l / l d/2(;23

:!. ---·-............_.---

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f l.,.AJs,l;t.LAND BLrt;CT?t.C l?&TAJ?L
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^j	^Via	^1"f"	^F ^.!?.-B.	^Projest
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rss.:oo
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?,l·FS.'00

r)S Borit1g LLC
1 43l 5 Wadsworth Drive}_
()dessa, FL ?i3.556
eceived 11/30(23 ,
Cost Code: 162040]
Invoice

Date	l	rnvb'ic?#	I
l 1,1l.1)dO,;,,,,,	20:?;;i;;? i	I

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9i-t/p 1.0
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I.
l

f°?--

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^-r·.l

^11em ^Code	^t-	^-·	^·,·-	^_- ^Descript;on
,^I------??		

		

j:·-- --··	i,o_00 X1a?binetTrecl,	I  L_f-?fAtftJ?lJl'RJ_tNc1_1i/B?R:O
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$86,668.00 - Contract Amt
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j
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Thank yt11.d-br YOilt-'tul;io,e::;s,,

J	Total	^. ^$7-,600.0()_'f

12/29/2023 | DS Boring, LLC | 1106 | | |
Date | Turu: | Reference | f3alance Due | Discount | Payment
11/10/2023 00:00:00 | Bill | 2023338-WMS2A-Dr4 | 0.00 | 0.00 | 37,165.10
11/10/2023 00:00:00 | Bill | 2023337-WMS2B (#1) | 0.00 | 0.00 | 7,600.00
| | | | Check Amount | 44,765.10
Wind Meadows South 2, LLC | | | | -44,765.10 |

DS Boring LLC
14315 \Vadsworth Dri\re
Odess,L 1:t;.33556

-??-._P<lie

Received 12/12/23
/Cosi Code: i 62040

Invoice
rhvoJ?#
?	-?·-·:,:·:-··:--:,??--
,z{u
^i2.'l2/2023	2G'.l;S359

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_·-----·??--?---•--'."·		 ,.,.,,..,.._,_,.,..,,.,...??-???-
Ship To
I	.	.	.. ·		
ICE?'1T:JkcSTAi"E.l)E\;
^1 49Q,ODUNnBE RfJ
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?-?--· ---·-.-. ------?--????-.--.--·..-- -??'
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_r- B\O, Number •• r	Ten'.ns	I	Kep I	$hJP	l	Via	F.O.&.	I	Project
HCARSON
·•·• ,- .. ,''  .,.

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Quantity
^·'	Net .;o	D8

ltemGod.e
11!!'.2'12<)23	.1,"'------i	02'.l:-!16	 : 0'23AJ7l \ViNDtvth'AOOWS,., f
-1•·	..  .	,--"-·--· -?----L------.-. --:?-	I.	-··-7?.-.-·._-. _..,	--7
0escrlpti0n	;	Price t:acf1	•  •	Am0t.Jnt	,
·, I\HtM{lchln,eTrech 1,(i&Qf Mm11.tin<lt Tci;;¢h 1.680 1 COMP;\,CT
!·	. i

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, Lt:- .:Vi,\CI'l.INE ·n?NQH 31 LIE R◊AQ CROSSP\ GS
l:O,vii'ACT D:!i'CH usr
. ?

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Total
^-??	^·i
?·h·vorl('  ·j

;Received 12/12/23
iz,/?,,£7

DS Boring LLC
l43 i 5 Wadsworth Drive
Odes$µ, FL. 33556
/Cost Code: 162040

Invoice
	D.at?	^<	^invoice#

^i2/f'1-?_,12??	2;:123;u,

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f CE'NfEfZS'f A'l'E
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Ship To

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' FESDbR CON.OUT
HAl-.Sf:Y CARSON

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l f;--.;$Tf-\),,l,,Q., 4Xf> Pli,L,L.,BOg$
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l ,300J.)0!
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7.S:00.0Q

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'	I	Pltw>d	I
?L:t.92SH1J §'

_Total	5,;?_5:-(1.no I

0l/1]/2024	DS Boring, LLC	^1116

? | ? | Reference | Balance Due | Discount | Payment
12/12/2023 00:00:00 | Bill | 2023359-WMS2B (#2) | 0.00 | 0.00 | 42,268.00
12/12/2023 00:00:00 | Bill | 2023360-WMSZ (#1) | 0.00 | 0.00 | 32,550.00
| | | | Check Amount | 74,818.00

Wind Meadows South 2, LLC	>101?4,818.00

_	.,.

I>"; 
143 J5 W.:'<:h,,.vo,·th I )r·i.v...,;
(_)de?st•. _:1.. 3.3556

(Received 5/28/24 Cost Code.: 162040
^.,	nvoi·ce
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·- ----
-
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o..?o-?.
: r--.. "'- \.

Project

C t-1A·1·,,.·1AKf-.R	Net :-o
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·I·

(l:24-192

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---	-	-	-	-	T
Quantity	lta,n Code	,'
-	--· -- -	^'---.	----
Description

Pric,;, E?"tCh
_J- An·,ount
-·-	---- 165 i'Vl;;..;.•hinc 1,·._•<:h	··7..F-'\.'IA.Cf-HNF lfH·'.NClfl65t·T<.>F l"CO,-..:f.JUITEl•C)l?Sl,-
rso MAT,-'..1<.(AI.:-; I 1<'>U , M,".TE:,lALS ·, •• ('VV C(>ND\ fl I'SCH40
4 M1\'l 1•:1?1..,, -?/Jon . :'v1ATERIAL.S - I" PVC ELBO'\VS. 24" IV\.I )It iS
7. :?5
1.26
,.79
l tJ•---..25
2 l-.,.SO
J l. \ (>
Cf{.21/2024
.Qllli: 05/28/2024
DS Boring, LlC
?
Bill

Reference
WMS Conduit Repair

Balance Due
0.00

Discount
0.00
Check Amount
1162
Payment
1,457.41
1,457.41

Wind Meadows South 2, LLC	Inv. #2024157	^"""1,457.41
3/3/23 | 3/16/23 | 41957 | Dunham Well Drilling | 10" well plugging to 537.3' | $ | 14,387.25
7/12/23 | 7/28/23 | 42208 | Dunham Well Drilling | Plug 4" well | $ | 4,853.25
7/13/23 | 7/20/23 | 42216 | Dunham Well Drilling | 10" well plugging - Pump | $ | 32,974.65
7/14/23 | 7/20/23 | 42219 | Dunham Well Drilling | 10" well plugging - Crane | $ | 36,056.78
7/17/23 | 7/20/23 | 42225 | Dunham Well Drilling | Cut Casings Well #1,2,3 | $ | 1,150.00
1/10/24 | 1/26/24 | 42532 | Dunham Well Drilling | Pulling of 3" turbine and Plugging | $ | 4,841.89

Received 3/3(23 Cost Code: 162090

1341 42nd Street, NW Phone: (863) 965-2881
Winter Haven, Florida 33881

Customer's
Order No.: 	_	Date: March 3, 2023
Name:	Center State Develoment c/o Wind Meadows 2, TJ.C
Address:	4900 Dundee Road
City:  Winter Haven	State:	EJ,	Zip:.3.38&.
CASH IC.0.0. I CHARG1E	ON ACCT. IMDSE.RETO.

PLEASE KEEP THIS FOR REFERENCE.
ALL CLAIMS AND RETURNED GOODS MUST BE ACCOMPANIED BY THIS BILL. SERVICE CHARGE OF 11/2% (18% ANNUALLY) WILL BE ADDED TO PAST DUE ACCOUNTS.
CUSTOMER AGREES TO PAY INVOICE AMOUNT PLUS COST OF COLLECTION
_57 TO INCLUDE REASONABLE ATTORNEY'S FEES.

...

"'

1341 42nd Street, NW
Phone: (863) 965-2881
Winter Haven, Florida 33881

Customer's
Order No.:---------------?------ Date:	March 3, 2023
Name:	Center State Developrnent  c/o  Wind Meadows 2. LLC
Address:	4900 Dundee Road

City: Winter Haven
State:	FL	_Zip: 33$84

_03/16/2023	Dunham Well Drilling, Inc.
1011
?
03/03/2023 00:00:00
? Bill
Reference
Invoice 41957-WMS2
Balance Due
0.00
Discount	Payment
0.00	14,387.25
Check Amount 14,-387.25

Wind Meadows South2	(nvoice 41957 (WMS2)	^-14,387.25

Customer's
Received 7/14/23
,Cost Code: 162090
1341 42nd Street, NW Phone:-(863) 965-2881
.Winter Haven,·Florida 33881

fiZ/1
OrderN·o.:	?-
Date: JuLy 12__7 2023
Name:	Center State Deve'i:oprrie?U- c/o  .W:i.nd  Mead.ews P'b,a:::=::
••,•	··?,, ? • ": :-II'. •••• :!,:,--,.•· .-	.... .• . . ......	. .. ..	.	'
Address:	.·4:900:.,Ddncfee ·'Rd?..·.••	•'·'····'	·' ,
_I	_1  r
··soLD BY

.	·.
PYANTJ.TY
CASH
c.o.o.
CHARGE  ON ACCTJM?S:?RETO.

AJQl'QUNT

--

ran ove'.17 the  wel.i a.ti.d ·bent the	cafsirt2

	Zl??'H,	
'--·
1341 42nd Street, NW
Phone: (863) 965:?8.81.
Winter H1::,lven, Fh::>rT?..a ,S,3881

Gusto·mer•s
Order No_: ----------------------,--	^Date: ^Ju1y ^12, ^• ^2023·

Nar:n?= ·•

^' ^•	^,--2  ^- ^'  ^: ^-: ^,, ^' ^....	^·; ^-· ^.x ^?-: ^? ^:·..,.:;""'; ^• ^,...	^-:...,- ^' ^. ^"''	^_,
---
•A?dfe.ss:· ·- •.4_900 Dwrid&e., Rd·.	.,., ..	,	_
^C_ity: ^W:i,.nter ^Haven	State:	FL	-?ip: 3..§8,8.4?·1183

07/2B/2.023	Dunham Well Drilling, Inc.
1057

Date
07/12/2023 00:00:00
TuR.e
Bill
Reference
Invoice 42208-WMSZ
Balance Due 0.00
Discount 0.00
Check Amount
Payment 4,853.25
4,853.25

Wind Meadows South2	Invoice 42208 (WMS2)	-4,853.25

Received 7/14/23
 Cost Code: 162090	
"13.41 42nd Street, NW"
.Pht>.-ne: (863) 965-2881
W"ir-itet Ha_.ven,: FIQ r_.id_·;·a:83.881.

Gus.tomer's
0??d?r- Na:: -·"-_, .,.. ,,.·---,'•.,_'a..·?.. --'---=--'--'-----------?-	^Date-: ^July· ^1.:3, ^2023.

Name-; _.,(Be'nter. ,St-ate De?e·loprnen':t c./.0.' W-incl Weadows?.2 .< l.L:.€3
•	•	•	•	_.J

Add?es?:	• :49QQ PI·1ndef;' Road.

'---
1341 42nd Street, NW·
. Phone: (863) 96q,-,?8?,? . W,.inter Haven;Florida ?G3?.-§3.1 .

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e r:?er.No.: _.?-··-..,...-?---'"'--------? ......----'-=-..:.:...-'--?	^eate: ^.J'GJ.ly ^1:.3,. ^20.23•
Naf.ne,:; ..	?n-ter St,ate.,· ]2)e:vei0001e.m.t::, O<:i>kE> 'Wand- Meadows; 2,    LLC  .
^•	^'	^•	^•	^,1 ^H	^• ^',

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·'----·
1341 42nd Street,. NW .
.Ph.one_: (86,3) .-9,65-28?1.,,;
Wi.nter -H?v.e.n, Flciriaja ?3$8:1•

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A_. d_. d_.11e_.s_.s:	4,9?0. bu1m.dee Road
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?ify:·'.--·W'i:'tl•!,;et.;;_Wa?p. •.	State·:---??--?- ?'.ip;  ^3-3-884	
•

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1341 42nd Street, NW
..Phone: (86$). $1.6$-2sa1.
Wint?r ;Ha'lt??..J?}q-rJ,c:ia·?..S$?1.

·6l!Jstonier's
or_• '_?de_i---,_• .::nci:i_••.=·.	•...-	.

.Oafe? ·July .1.4, 202..3.
Name:	-%t:i:ite:i--.$:tz{;lte De;ve}opme:Rh .c6oc_. W:fnd_. _.M_.. _:e-_.ad_.ows_.. 2._?. -I I·C_'
_--	Acz!dr;e?s:	4.90@..E)t..indee .'RtL.

'---
i34142nd Street, NW
Phone: (863) 965-2881
Wir.rter fiav:¢':_,:Flor:-ida 33.881 •

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1341 42ndStre.et., N\./\1
Phon.e: (8p3) 9E3??2f}.B?...
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1 341 42ncj Street, NW
Phone:,(§?q}.?65>-.288i .
Winter Haven·, Fl(;).r.iqra3:3.88.1

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134·1-42f:l·E:IStre·et, NW
.,;.  I  ,> • ?.  .	? ; '. •	• •
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Winter ,H,.?v?_f.1/:Plqrida $-38,81

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.'., . .	.

1341 42n_.d S_. treet,_..N_...W
Phone: (863) 9,6.5-2'?:81
Wir:iter Haven,·Fl0r1da 3-3881
?Jtl
?

6.jsterner•?
or=cier N.a.:·· ,.	,.,..	^Date: ^Jul.y, ^::17? ^2023
Name:	Cet:i-tier. s;ta.-t;e. De.velppm·en?.. e/.o .?.f::od.-t'1_e?cl?w.:$ .2.,. ??-

Addr_.e_.ss:
.....	^,
.....
c;:w:.Wi.at::er-.	• '
State:
	_FL=-=·	Zip,;. 33.884
,
.:. ??6.?i.B'i'
',.CASH
GHAFtGJ: o?-1/1.CCT. lfl,IOSE.'R?'-
PAID·.QUT

_,•_i,A_., •t_•J_•:_-k_•N"_H'f?_J t·•	D_.. E_,. S_. _-C_· _flpI.:,: _'•O_.?N
'- ,,,- •,c,J>'" :;,,,. ,· ·••, '. ••::••.: •:, •• •'.·.? • •?.·-?:-·.,·•· •?v	1·	I
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^?·-? ^e.: .;..:.· .^R.·.:-:^c:?^l..^... ^B..,..·.^a?,...^t ^o?:?^w.

on··,e,a<£Fi wi:f:ll. as  we· :we±-? a'ifec.m:ecl: Ito?

07/20/20Z3 | Dunham Well Drilling,Inc. | 1056 | | |

?
07/13/2023 00:00:00

? Bill

Reference
Invoice 42216-WMS2

Balance Due 0.00

Discount
0.00

payment
32,974.65

07/14/2023 00:00:00 | Bill | Invoice 42219-WMS2 | 0.00 | 0.00 | 36,056.78
07/17/2023 00:00:00 | Bill | Invoice 42225-WMS2 | 0.00 | 0.00 | 1,150.00
| | | | Check Amount | 70,181.43
Wind Meadows South2 | | | | | ?0,181.43

Customer's Order No.;

1341 42n^-d^-S^-treet, NW
Phone: (863}965-2881
Winter Haven, Florida 33881
Received 1/11/2024
 Cost Code: 162090	
Date: January 10_2 2024
^'?	^/• \^\l: ^\

[:;J..,,;r
L..:e._i.
Name:	Center State De;sreJopment clo  t.Jind Meadows	S01J1-b
Address:	4900 Dundee Rd.	Y\?t?? \

City: Winter Raven	State:	FT,
Zip; _._".,_3?. _884
I	I	^I

134 i 42n^-d Street, NW Phone: (863) 965-2881
Winter Haven, Florida 33881

Customer's
^Order ^No.: 	 Date: January 10 _2 2024
^Name:	Center State Devel onmeot c/o  Wind Meadows	_5011th
Address:	4900 Qqndee Rd.

Cit.y:
W:interHaven 
State:   ........i;:_i_?--- _Zip: _..3 _?3_8_84
CASH
C.0.D.
CHARGE
ON	ACCT. IMDSE. RETD. ^PAID ^OUT

'-----
134 i 42nd Street, NW
Phone: (863) 965-2881
Winter Haven, Florida 3388'1

Customer's
^Order ^No.: 		 ^Date:	Tani1a:ry 1Q, 2023 ^Name:	Center State Devel apmeut c:./o :WiTJd Meadows	Sooth Address:		4900 Dundee Rd.
^City: ^Wfi/..i·.n^,D1r:..ieair:_..,_H?.<.=..?1v-,=,_n
State:	ET,	_Zip: _33884

_Ol/26/2.IY24	Dunham Well Drilling Inc
1122
Date
01/10/2024 00:00:00
?
Bil.I
Reference
Invoice 4b-:32-WMS2
Balance Due
0.00
Discount
·
Check Amount
Payment
4,841.89
4,841.89

Wind Meadows South 2.,LLC
Invoice 42532 (WMS2)-PH1 (3S27 Lounging Wren Lane)
-4,84:L.89
10/11/23 | 10/19/23 | 0587 | Florida Commercial Landscape Design | Sod work | $	4,800.00
12/4/23 | 12/29/23 | 0603 | Florida Commercial Landscape Design | Sodding and irrigation draw | $	42,000.00
12/11/23 | 12/21/23 | 0605 | Florida Commercial Landscape Design | Landscaping & Sodding | $	39,250.00
3/14/24 | 3/29/24 | 0646 | Florida Commercial Landscape Design | Common Area Sodding | $	38,400.00

Florida Commercial Landscape & Design
P.O. Box 8902
Lakeland, FL 33806-8902
Invoice

Received 11/11/23
 Cost Code: 162081	

Sod work at Windmeadows phase 2
Furnish and install 19,200 sq.ft. behind curb at Wind.Meadows phase 2
0.00
4,800.00
0.00
4,800.00

'b: : Liclbility Cert
.- . ?	: \VC Cert
a-   ?;.W9 ..
Cost is within budget
_?amount
--+-?-----t	l

=	··-?-----•------ 

'  ..
. ..
t, .1: ..->...., \'"

	

10/19/2023
Aeriela Commercial Landscape & Design
1081
?
10/11/2023 00;00:00
Type
Sill
Reference
0587 (WMS2)
Balance Due
0.00
Discount	Payment
0.00	4,800.00
Check Amount	4,800.00

Wind Meadows South2	Inv# 0587 (WMS2) Sod Work	^-4,800.00

J'Q.( ?f/1-r' fO	^Invoice

Date | Invoice#
12/4/2023 | 0603

Received 12/15/23
_!C_: ost Code: 162060

P.O. No.
Terms
Project

Quantity
Description
Sodding and irrigation draw on Wi.ndmeadows Phase 2
Rate

0.00
Amount

0.00
Irrigation Bahia Sod
RE-VIEWED
By Ha.lsey Carson at 10:13-am, Dec 15r 2023

reJ•A?m--  ?#b-..
);'nu..--e	Date
22,000.00
20,000.00
22,000.00
20,000.00
,

I'

..	_V

^.	_-	_'	..

..
'	^-'' ^.. ^1
. -
. •.

..
-?,' '·,	^I

_Total	$42,000.00

l.2,/29/2023	Florida Commercial Landsc:ape & Des.ign
1107
?
12/04/2023 00:00:00
? Bill
Reference
0603 (WMS2)
Balance Due
0.00
Discount 0.00
Check Amount
Payment
42,000.00
42,000.00

Wind Meadows South 2, LLC
Inv# 0603 (WMS2) Sodding & Irrigation (Final)
-42,000.00

Florida Commercial Landscape & Design
P.O. Box 8902
Lakeland, FL 33806-8902
Invoice

Received 12/11/23 Cost Code: 162060

P.O. No.
Terms
Project

Quantity	Description | Rate | Amount

Landscape & Sodding on Windmeadows Phase 2
Landscape

32,250.00

32,250.00

Bahia Sod | 7,000.00 | 7,000.00
REVIEWED
By Halsey Carson at 10;10 am, Dec 14, 2023

1Fi<1"A>??•"1£S,?
)::in-.c	D.u-?

. .

..	^.	^..
_.'  ^..... _'	.

\ .,_

_.,	, 4	•••  ? '	_.. .. _.'_?.: _..

'	''
',  .
. ?-·..-?
^. ^.	,•:
I  1,•	0

??

_Total	$39,250.00

12/21/2023	Florida Commercial Landscape & Design
1101
?
12/11./2023 00:00:00
TuQ..e
Bill
Reference 0605 (WMS2)
Balance Due 0.00
Discount 0.00
Check Amount
Payment
39,250.00
39,250.00

^Wind ^Meadows ^South ^2, ^LLC	Inv# 0605 (WMS2) Bahia	-39,250.00

Florida Cornmercial Landscape & Design
P.O. Box 8902
Lakeland, FL 33806-8902
??"vrJ
Received 03/14/24
 Cost Code: 162060	
Invoice

	_Date	Invoice#	
3/12/2024	0646

9)

| P.O. No. | Terms | Project
Quantity | Description | Rate | Amount
| Conunon Area Sodding on Wind Mead,n-vs Phase 2 44,800 sq. fl. Common Area Sodding o,?WindMeadows Phase 2B 108.800 sq.ft of Bahia Sod | I I,200.00 27,200.00 | l 1.200.00 27,200.00
O:VlW2024
Florida Commercial Landscape& Design
1149
Date
03/14/2024
?
Bill
Reference·
WMS 2 Inv. 0645
Balance Due
0.00
Discount	Payment
0.00	38,400.00
Check Amount 38,400.00

^Wind ^Meadows ^South ^2, ^LLC	WMS 2 Inv. 0646	^?38,400.00

!!"#$%& b)
EXHIBIT C FORMS OF REQUISITIONS
WIND MEADOWS SOUTH COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2021
(ASSESSMENT AREA ONE PROJECT)
(Acquisition and Construction)
The undersigned, a Responsible Officer of the Wind Meadows South Community Development District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture by and between the District and
U.S. Bank National Association, as trustee (the "Trustee"), dated as of October 1, 2021 as supplemented by that certain First Supplemental Trust Indenture dated as of October 1, 2021 (collectively, the "Assessment Area One Indenture") (all capitalized terms used herein shall have the meaning ascribed to such term in the Assessment Area One Indenture):
Requisition Number: 20
Identify Acquisition Agreement, if applicable;
Name of Payee pursuant to Acquisition Agreement: Wind Meadows South
Amount Payable: $207,369.00
Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments): Reimbursement of Costs Pay Application # 10 - 16 Retainage to Blue Ox Enterprises
Fund or Account and subaccount, if any, from which disbursement to be made: Assessment Area One Acquisition and Construction Account of the Acquisition and Construction Fund
The undersigned hereby certifies that:
obligations in the stated amount set forth above have been incurred by the District,
each disbursement set forth above is a proper charge against the:
Assessment Area One Acquisition and Construction Account of the Acquisition and Construction Fund; and

each disbursement set forth above was incurred in connection with: the Costs of the Assessment Area One Project.
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.
Attached hereto or on file with the District are copies of the invoice(s) or applicable contracts from the vendor of the property acquired or the services rendered, as well as applicable conveyance instruments (e.g. deed(s), bill(s) of sale, easement(s), etc.) with respect to which disbursement is hereby requested.
WIND MEADOWS SOUTH COMMUNITY DEVELOPMENT DISTRICT

By:???
Da^?te:	^0-8·1 ^-l?	
CONSULTING ENGINEER'S APPROVAL FOR
NON-COST OF ISSUANCE OR [NON-OPERATING COSTS REQUESTS ONLY)
The undersigned Consulting Engineer hereby certifies that this disbursement is for a Cost of the Assessment Area One Project and is consistent with: (i) the applicable acquisition or construction contract; (ii) the plans and specifications for the portion of the Assessment Area One Project with respect to which such disbursement is being made; and (iii) the report of the Consulting Engineer, as such report shall have been amended or modified on the date hereof. The Consulting Engineer further certifies and agrees that for any acquisition (a) the portion of the Assessment Area One Project that is the subject of this requisition is complete, and (b) the purchase price to be paid by the District for the portion of the Asse•nt Area One Project to be
acquired with this disbursement is no more than the lesser of Ji) t1i'fair market value of such
improvements and (ii) the actual cost of construction of such•

Consulting Engineer
n...,	r!J4 
 Wind Meadows South Series 2021	

Application # 10 | $	432,853.02
Application # 11 | $	243,026.98
Application # 12 | $	555,935.48
Application # 13 | $	35,901.02
Application # 14 | $	16,850.77
Application # 15 | $	3,711.09
Application # 16 | $ 1,066,331.73
| $ 2,354,610.09
Paid req # 19 6/1/2023 | $ (260,131.61)
Still Remaining | $ 2,094,478.48
APPLICATION AND CERTIFICATE FOR PAYMENT	Invoice#: 2118-10
To Owner: Wind Meadow South, LLC 4900 Dundee Road

Winter Haven, FL 33884
From Contractor: Blue Ox Enterprises, LLC
500 North way
Sanford, FL 32773
Contract for:

Project:	2'118. Wind Meadows Ph 1	_Application _No.:	_1 _0

Period To:	3/25/2022

Via Architect
Project Nos;

Contract Date:
Distribution to:
Owner C:=J Architect c::J Contractor c=i
c::J
CONTRACTOR'SAPPLICATIONFORPAYMENT
Application is made for payment, as shown below, in connection with the Contract. Continuation Sheet is attached.

The undersigned Contractor certifies that to the best of the Contractor's knowledge, Information, and belief, the work covered by this Application for Payment has been completed in accordance with the Contract Documents. That all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the Owner, and that current payment shown
herein is now due.
CONT"';;O_Rh"'!-'!/ Enle,prises, LLC

a	10.00% of Completed Work
b.	0.00% of Stored Material

$971,284.45
$0.00
By:  L 	?-=-------·Date:  3/Z5/7 2..

Stateof:	\-	\???	·-	Countyof: ?-J"-•--1•?\ ?
Subscribed a_nd swo??'"'eim_	·4-,	day of	h........_·e-:>'? ::U....::::, ? 2-.a.
NotaryPubJic:?irA??	"-.	\ MyCommissionexpires:	,	--:??-"-'•:,,.·.:-.·'?"·-??,:. '.'•v·, ,.'.•? ".··<)
Total  Retainage       ...........................

Total Earned Less Retainage .................. .

Less Previous Certificates For Payments ......... .
Current  Payment   Due    .........................

Balance To Finish,  Plus Retainage   ...............
$971,284.45
$8,741,557.62

$8,308,704.60
$432,853.02

$1,807,335.40
(?  _, ;·.:..	·,:,- .,,  ,: .. ,:!•'•	 ; 'Yr',;·,....;)<;	:-·,
t.?·. ·•>'	,,··:?... ?-?;.•:'•\::.?··/"/:	,:?·1
ARCHITECT'S CERTIFICATE FOR PAYMENT	::( \,_>  }"  12;::},;;·?·:ttX;}\:t:,^8(^1	?
In accordance withthe Contract Documents, based on on-siie:opseniations and. the data.	,,, comprising the above application, the Architect certifies to.tt,e'Owrier ifiaft<>tile beifrof-ffie •• '·•• ..>\--.'?.<,;
Architects knowledge, information. and belief, the Work has progressed as indicated, the quality oflhe Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED.

AMOUNTCERTIFIED $432,853.02
(Attach explanation if amount certified differs from the amount anplied. Initial all figures on this Appfication a11d on th1 Continuation Sheet that are changed to conform vdth the amount certified._)

ARCHITECT:
By:	Date:	
This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment, and acceptance of payment are without
p?judlre      ro?            rinO?orC?=ct

Application and Certification for Payment, containing Contractor's signed certification is attached.
In tabulations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage for line items may apply.
^Invoice#:	^2118-10	Contract :	2118. Wind Meadows Ph 1
Application No. :	10
Application Date :	03/25/22
To:  03/25/22
Architect's ProjectNo.:
A
Item
B
Description of Work

C
Scheduled
D	E
Work Completed
F
Materials
G
Total

:^I	^%
I

_H	l	_I
Balance	Retainage
No.

Bill Group:

100 SANITARY
Value
From Previous Application (D+E)

^'I
This Period In Place
Presently
Stored

(Not in D or E)
Completed
and Stored	^'
To Date
(O+E+F)
(G/C)

-
To Finish
(C-G)

I
I

102
104

8" PVC 0-6 SOR 26
8" PVC 6-8 SDR 26

18,593.40
105,518.40

18,593.40
105,518.40

0.00
0.00

0.00
0.00
18,593.40I^100.00%
105,518.40 I	100.00%

0.00
0.00

1,859.34
10,551.85
106
108
110
8" PVC 8-10 SOR 26
8" PVC 10-12 SDR 26
8" PVC 12-14 SOR 26
60,364.49
41,739.25
45,004.18
60,364.49
41,739.25
45,064.18
0.00
0.00
0.00
0.00
0.00
0.00
60,364.49
41,739.25
45,064.18
100.00%
100.00%
100.00%
0.00
0.00
0.00
6,036.45
4,173.93
4,506.43
112 8" PVC 14-16 SDR 26
40,785.92
40,785.92
0.00
0.00
40,785.92
100.00%
0.00
4,078.60
114
116
8" PVC 16-18 SDR 26
8" PVC 18-20 SOR 26
69,172.32
84,993.44
69,172.32
84,993.44
0.00
0.00
0.00
0.00
69,172.32
84,993.44
100.00%
100.00%
0.00
0.00
6,917.24
8,499.35
^118 8" PVC 20.22 SOR 26
120 8" PVC 22-24 SDR 26
83,9d8.34
70,870.54
83,908.34
70,870.54
0.00
0.00
0.00
0.00
83,908.34
70,870.54
100.00%
100.00%
0.00
0.00
8,390.84
7,087.06
122
124
8" PVC 24-26 SDR 26
8" PVC 26-28 SDR 26
50,992.20
8,821.14
50,992.20
8,821.14
0.00
0.00
0.00
0.00
50,992.20
8,821.14
100.00%
100.00%
0.00
0.00
5,099.21
882.1:2
126 8" PVC 28-30 SOR 26
128 8" PVC 30-32 SDR 26
10,099.36
11,854.74
10,099.36
11,854.74
0.00
0.00
0.00
0.00
10,099.36
11,854.74
100.00%
100.00%
0.00
0.00
1,009.93
1,185.47
130
132
134
8" PVC 32-34 SDR 26
8" PVC 34-36 SOR 26 MANHOLE0-6
13,870.76
14,067.60
28,070.70
13,870.76
14,067.60
28,070.70
0.00
0.00
0.00
0.00
0.00
0.00
13,870.76
14,067.60
28,070.70
100.000/o
100.00%
100.00%
0.00
0.00
0.00
1,387.08
1,406.75
2,807.07
136 MANHOLE6-8
94,935.50
94,935.50
0.00
0.00
94,935.50
100.00%
0.00
9,493.55
138
140
MANHOLE 8-10
MANHOLE 10-12
63,036.35
16,705.17
63,036.35
16,705.17:
0.00
0.00
0.00
0.00
63,036.35
16,705.17'
100.00%
100.00%
0.00
0.00
6,303.63
1,670.52
142 MANHOLE 12-14
23,27'1.24
23,271.24 i
0.00
0.00
23,271.24
100.00%
0.00
2,327.13
144
146
MANHOLE 14-16
MANHOLE 16-18
72,541.81
55,736.56
72,541.81:
55,736.56
0.00
0.00
0.00
0.00
72,541.811
55,736.56
100.00%
100.00%
0.00
0.00
7,254.18
5,573.65
148 MANHOLE 18-20
150 MANHOLE 20-22
44,703.48
39,410.00
44,703.48
39,410.00
0.00
aoo
0.00
0.00
44,703.48
39,410.00
100.00%
100.00"/4
0.00
0.00
4,470.36
3,941.00
152
154
156
158
MANHOLE 22-24
MANHOLE 24-26
MANHOLE 34-36 SINGLE LATERAL
34,359.56
35,438.12
12,058.31
44,011.20
34,359.56
35,438.12
12,058.31
44,011.20
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
34,359.56
35,438.12
12,058.311
44,011.20
100.00%
100.00%
100.00%
100.00%
0.00
0.00
0.00
0.00
3,435.96
3,543.81
1,205.83
4,401.13
160
DOUBLE LATERAL
184,8f6.96I	^184,816.96
0.00
0.00
184,816.96
100.00o/o
0.00
18,481.70
162
CLEAN SANITARY LINES

,,,
33,382.08
25,036.56
1,669.10 i
0.00
26,705.66
80.00%
6,676.42
2,670.56
Application and Certification for Payment, containing Contractor's signed certification is attached.
In tabulations below, amounts are stated to the nearest dollar.
Use Colutnn I on Contracts where variable retainage for line items may apply.
Application No.:	10
Application Date :	03/25/22
To:  03/25/22
Architecrs Project No.:
^Invoice ^# ^:	^2118-10	Contract:  2118. Wind Meadows Ph 1
A
Item
B
Description of Work
C
Scheduled
_i^'	D	E
Work Completed
F
Materials
G	'
Total	^.
!
H
Balance
I
Retainage
No.
Value
FromPrevious Application (D+E)
This Period In Place
Presently Stored

(Not in D or E)
Completed	^(G/C)
and Stored To Date
(D+E+F)
To Finish (C-G)

i

'
Architecfs Project No.:
^Invoice#:	^2118-10	Contract :  2118. Wind Meadows Ph 1
A
Item
B
Description of Work
C
Scheduled
D	E
Work Completed
F
Materials

-···•'"··
G
Total
H	I
%	Balance	Retainage
No.
Value
FromPrevious Application
(D+E)
This Period In Place
Presently Stored

(Not in D or E)
Completed
and Stored To Date
(D+E+F)
(G/C)

I
To Finish
(C-G)

I

?ill Group:
I
i
200 STORM
202
204
206
208
210
212
15" RCP
18" RCP
24" RCP
30" RCP
36" RCP
42" RCP
118,161.12
218,8d0.32
207,743.36
150,855.68
187,326.32
4,876.00
118,161.12
218,800.32
207,743.36
150,855.68
187,326.32
4,876.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
118,161.12
218,800.32
207,743.36
150,855.68
187,326.32
4,876.00
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
0.00
0.00
0.00
0.00
0.00
0.00
11,816.11
21,880.04
20,774.34
16,085.57
18,732.63
487.60
214
48" RCP	53,254.64
53,254.64
0.00
0.00
53,254.64
100.00%
0.00
5,325.46
216
218
220
222
_i	224
STORM MANHOLE JMANHOLE
15" MES
18" MES
24" MES
50,674.60
25,528.65
4,223.40
1,557.26
3,974.80
50,674.60
25,528.65
4,223.40
1,557.26
3,974.80
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
50,674.60
25,528.65
4,223.40
1,557.26
3,974.80
100.00%
100.00%
100.00%
100.00%
100.00%
0.00
0.00
0.00
0.00
0.00
5,007.46
2,552.87
422.34
155.73
397.49
226
228
30" MES	1,922.68
36" MES	11,687.05
1,922.68
11,687.05
0.00
0.00
0.00
0.00
1,922.68
11,687.05
100.00%
100.00%
0.00
0.00
192.26
1,168.70
230
^42" ^MES	i	^2,853.97
2,853.97
0.00
0.00 i	^2,853.97
100.00%
0.00
285.40

^Invoice#:	^2118-10	Contract:  2118. Wind Meadows Ph 1

A | B | C | D | E | F | G | | H | I | |

Item
No.

Description of Work

'

Scheduled Value

Work Completed

Materials Presently Stored

Total Completed and Stored

i
I
I

% (G / C}

Balance To Finish (C-G)

Retainage

| | | FromPrevious Application (D+E) | ThiSPerlod In Place | | | | | | |
| | | | | | To Date | I | | | |
| | | | | (Not in D orE) | (D+E+F) | | | | |
232 | 48" MES | | | 3,459.37 | 3,459.37 | 0.00 | 0.00 | 3,459.37· | 100.00% | 0.00 | 345.94
234 | P-5INLET | " | | 247,698.16 | 247,698.16 | 0.00 | 0.00 | 247,698.16 | 100.00% | 0.00 | 24,769.81
236 | P-6INLET | | | 85,959.51 | 85,959.51 | 0.00 | 0.00 | 85,959.511 | 100.00% | 0.00 | 8,595.96
238 | J-5 INLET | | | 58,661.30 | 58,651.30 | 0.00 | 0.00 | 58,651.30 | 100.00% | 0.00 | 5,865.13
240 | J-6 INLET | | | 80,054.38 | 80,054.38 | 0.00 | 0.00 | 80,054.38. | 100.00% | 0.00 | 8,005.44
242 | TYPEVINLET | | | 7,01j.44 | 7,011.44 | 0.00 | 0.00 | 7,011.44 | 100.00% | 0.00 | 701.15
244 | V INLET W/ J BOTTOM | | | 12,825.26 | 12,825.26 | 0.00 | 0.00 | 12,825.26 | 100.00% | 0.00 | 1,282.53
246 | C CONTROL STRUCTURE | | | 27,300.56 | 27,300.56 | 0.00 | 0.00 | 27,300.56 | 100.000/4 | 0.00 | 2,730.06
248 | UNDERDRAIN FILTER | | | 9,485.28 | 0.00 | 0.00 | 0.00 | 0.00. | 0.00% | 9,485.28 | 0.00
250 | SPLASH PAD | | | 9,365.49 | 9,365.49 | 0.00 | 0.00 | 9,365.49 | 100.000/4 | 0.00 | 936.56
252 | CLEAN STORM | | | 47,297.20 | 28,378.32 | 18,918.88 | 0.00 | 47,297.20 | 100.00% | 0.00 | 4,729.72
254 256 | STORM INSPECTION RIP RAP | | | 38,016.24 49,888.50 | 22,809.74 49,888.50 | 15,206.50 o.oo | 0.00 0.00 | 38,016.24 49,888.50 | 100.00% 100.00% | 0.00 0.00 | 3,801.62 4,988.85
C0#01-35 | 15" RCP | | | 11,214.72 | 11,214.72 | 0.00 | 0.00 | 11,214.72 | 100.00% | 0.00 | 1,121.47
C0#01-36 | 18" RCP | | | -16,003.52 | -16,003.52 | 0.00 | 0.00 | -16,003.52 | 100.00% | 0.00 | -1,600.36
C0#01-37 | 24" RCP | | | 15,214.40 | 15,214.40 | 0.00 | 0.00 | 15,214.40 | 100.00% | 0.00 | 1,521.44
C0#01-38 | STORM MANHOLE | | | 2,533.73 | 2,533.73 | 0.00 | 0.00 | 2,533.73 | 100.00% | 0.00 | 253.37
C0#01-39 | J MANHOLE | | | 3,688.04 | 3,688.04 | 0.00 | 0.00 | 3,688.04 | 100.00% | 0.00 | 368.80
C0#01-40 | 15" MES | | | -1,407.80 | -1,407.80 | 0.00 | 0.00 | -1,407.80 | 100.00% | 0.00 | -140.78
C0#01-41 | P-5 INLET | | | 18,213.10 | 18,213.10 | 0.00 | 0.00 | 18,213.10 | 100.00% | 0.00 | 1,821.31
C0#01-42 | P-6 INLET | | | -4,093.31 | -4,093.31 | 0.00 | 0.00 | -4,093.31: | 100.000/4 | 0.00 | -409.33
C0#01-43 | J-5 INLET | | | 5,90l64 | 5,901.64 | 0.00 | 0.00 | 5,901.64 | 100.00% | 0.00 | 590.16
C0#01-44 | J-6 INLET | | | 5,716.56 | 5,716.56 | 0.00 | 0.00 | 5,716.56 | 100.000/4 | 0.00 | 571.66
C0#01-45 | TYPEEINLET | | | 3,21:?.04 | 3,211.04 | 0.00 | 0.00 | 3,211.04: | 100.00% | 0.00 | 321.11
C0#01-46 | OVERFLOW WEIR | | | 6,174.92 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00% | 6,174.92 I | 0.00
C0#01-47 C0#01-48 | SPLASH PAD CLEAN STORM | | ' | -3,121.50 614.80 | -3, 121.50 368.88 | 0.00 245.92 | 0.00 0.00 | -3,121.50 614.80 | 100.00% 100.000/4 | o.oo I 0.00 I | -312.16 61.48
C0#01-49 | STROM INSPECTION | | | 49tL16 | 296.50 | 197.66 | 0.00 | 494.16 | 100.00% | 0.00 | 49.42
C0#03-08 | 18" RCP | | | 17,61'5.28 | 17,615.28 | 0.00 | 0.00 | 17,615.28 | 100.00% | 0.00 | 1,761.53
C0#03-09 | 24" RCP | | | 6,657.28 | 6,657.28 | 0.00 | 0.00 | 6,657.28 | 100.00% | 0.00 | 665.73
C0#03-10 | STORM MANHOLE | | | 2,533.73 | 2,533.73 | 0.00 | 0.00 | 2,533.73 | 100.00% | 0.00 | 253.37
C0#03-11 | 24" MES | | | 993.70 | 993.70 | 0.00 | 0.00 | 993.70 | 100.00% | 0.00 | 99.37

Invoice#: | 2118-10 | Contract: | 2118, Wind Meadows Ph 1 | | | | | | | |
A | B | C | D | E | | F | | G | | H | I
Item | Description of Work | Scheduled | Work Completed | | | Materials | | Total | % | Balance | Retainage

No.

Value

From Previous Application
(D+E)

This Period In Place

Presently
Stored

(Not in D or E)

Completed
and Stored To Date
(O+E+F}

(G /C)

To Finish
(C-G)

I
!
I

CO#03-12 | TYPE FINLET | 17,660.20 | 17,660.20 | | 0.00 | | 0.00 | 17,660.20 | 100.00% | 0.00• | 1,766.02
CO#03-13 | TIE TO EXISTING STR | 1,421.24 | 1,421.24 | | 0.00 | | 0.00 | 1,421.24 | 100.00% | 0.00' | 142.12
CO#03-14 | SPLASH PAD | 1,040.19 | 0.00 | | 0.00 | | 0.00 | 0.00 | 0.00% | 1,040.19 j | 0.00
CO#03-15 | CLEAN STORM | 1,547.60 | 0.00 | | 0.00 | | 0.00 | O.OQ | 0.00% | 1,541.so 1 | 0.00
CO#03-16 | STORM INSPECTION | 1,243.92 | 0.00 | | 0.00 | | 0.00 | 0.00 | 0.00% | 1,243.92 | 0.00
C0#03-17 | WATER SERVICE | 7,133.85 | 7,133.85 | | 0.00 | | 0.00 | 7,133.85: | 100.00% | 0.00 | 713.39
STORM Totals | 1,826,650.51 | 1,772,589.64 | 34,568.96 | o.oo | .?.?()7,158.60: | 98.93% | 19,491.91 | 180,715.89 | | |
'3i11Group: | 300 WATER | | | | | | | | | |
302 | 4" PVC | 8,843.00 | 8,843.00 | | 0.00 | | 0.00 | 8,843.00. | 100.00% | 0.00 | 884.31
304 | 6"PVC | 4,331.60 | 4,331.60 | | 0.00 | | 0.00 | 4,331.60 | 100.00% | 0.00 | 433.15
306 | 8" PVC | 449,692.80 | 449,692.80 | | 0.00 | | 0.00 | 449,692.80 | 100.00% | 0.00 | 44,969.28
308 | 12" PVC | 88,533.60 | 88,533.60 | | 0.00 | | 0.00 | 88,533.60 | 100.00% | 0.00 | 8,853.36
310 | WM SINGLE SERVICE | 50,916.01 | 50,916.01 | | 0.00 | | 0.00 | 50,916.01: | 100.00% | 0.00 | 5,091.60
312 | WM DOUBLE SERVICE | 200,333.28 | 200,333.28 | | 0.00 | | 0.00 | 200,333.28 | 100.00% | 0.00 | 20,033.33
314 | WATER FITTINGS | 51,848.16 | 51,848.16 | | 0.00 | | 0.00 | 51,848.16 | 100.00% | 0.00 | 5,184.81
316 | 4" GATE VALVE | 1,918.08 | 1,918.08 | | 0.00 | | 0.00 | 1,918.08 | 100.00% | 0.00 | 191.80
318 | 8" GATE VALVE | 63,950.25 | 63,950.25 | | 0.00 | | 0.00 | 63,950.25 | 100.00% | 0.00 | 6,395.03
320 | 12" GATE VALVE | 14,491.30 | 14,491.30 | | 0.00 | | 0.00 | 14,491.30 | 100.00% | 0.00 | 1,449.14
322 | FIRE HYDRANT | 122,464.75 | 122,464.75 | | 0.00 | | 0.00 | 122,464.75 | 100.00%, | 0.00 | 12,246.49
324 | FIRE HYDRANT DIRECT TAP | 13,527.46 | 13,527.46 | | 0.00 | | 0.00 | 13,527.46: | 100.00% | 0.00 | 1,352.75
326 | 2"BLOWOFF | 9,570.33 | 9,570.33 | | 0.00 | | 0.00 | 9,570.33 | 100.00% | 0.00 | 957.04
328 | 2"JUMPER | 2,468.82 | 2,468.82 | | 0.00 | | 0.00 | 2,468.82 | 100.00% | 0.00 | 246.88
330 | 12"WETTAP | 7,927.23 | 7,927.23 | | 0.00 | | 0.00 | 7,927.23 | 100.00% | 0.00 | 792.72
332 | TEST WATER LINES | 42,426.40 | 42,426.40 | | 0.00 | | 0.00 | 42,426.40 | 100.00% | 0.00 | 4,242.64
334 | TIE TO EXISTING WATER | 1.38?.91 | 1,381.91 | | 0.00 | | 0.00 | 1,381.911 | 100.00% | 0.00 | 138.20
336 | SAMPLE POINTS | 8,766.73 | 8,766.73 | | 0.00 | | 0.00 | 8,766.73: | 100.00% | 0.00 | 876.67
C0#01-50 | 4"PVC | 5,497.00 | 5,497.00 | | 0.00 | | 0.00 | 5,497.00 | 100.00% | 0.00 | 549.70
CO#01-51 | WATTER FITTINGS | 2,698.97 | 2,698.97 | | 0.00 | | 0.00 | 2,698.97' | 100.00% | 0.00 | 269.90
CO#01-52 | 8" GATE VALVE | 3,279.50 | 3,279.50 | | 0.00 | | 0.00 | 3,279.50 | 100.00% | 0.00 | 327.95
C0#01-53 | 2" BLOW OFF | -2,734.38 | -2,734.38 | | 0.00 | | 0.00 | -2,734.38 | 100.00% | 0.00 | -273.44
CO#01-54 | TEST WATER LINES | 868.80 | 868.80 | | 0.00 | | 0.00 | 868.80 | 100.00% | 0.00 | 86.88
Application and Certification for Payment, containing Contractor's signed certification is attacted.
In tabulations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage for line items may apply. ^Invoice#:	^2118-10	Contract: 2118. Wind Meadows Ph 1
Application No.:	10
Application Date :	03/25/22
To:  03/25/22
Architect's Project No.:
Application and Certification for Payment, containing Contractor's signed certification is attached.
In tabulations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage for line items may apply. ^Invoice# ^:	^2118-10	Contract: 2118. Wind Meadows Ph 1
Applicati<lll No.:	10
ApplicatioriDate:  03/25/22
To:  03/25/22
Architects Proj1ct No.:
A | B | C | D	E | F | G | | H | I
Item | Description of Work | ^I  Scheduled | Work Completed | Materials | Total | % | Balance | Retainage
No. | | Value | From Previous	ThisPeriod | Presently | Completed | (GICJ | To Finish |
| | | Application	ln Place (D+E) | Stored (Not in D or E) | and Stored To Date (D+E+F) | I | (C-G} |

I
·sm Group:

.500 EAijTl:iWORK	^:
,,
'
502 INLET PROTECTION
14,883.57 j
11,906.86
2,976.71
0.00
14,883.57
1()).00%
0.00
1,488.37
504
SILT FENCE
22,19s.20 I	^22,193.20
0.00
0.00
22,193.20
1()).00%
0.00
2,219.32
506
CLEARING - BURN ON SITE
1.566.54
1,566.54
0.00
0.00
1,566.54
101).00%
0.00
156.65
508 MOWANDDISK
40,639.20
40,639.20
0.00
0.00
40,639.20
101).00%
0.00
4,003.92
510
512
EXCAVATION EMBANKMENT
535,498.60
170,653.40
535,498.60
170,653.40
0.00
0.00
0.00
0.00
535,498.60
170,653.40
101).00%
101).00%
0.00
0.00
53,549.87
17,065.35
514
POND GRADING
21,167.00!
12,700.20
4,233.40
0.00
16,933.60	81).00%
4,233.40
1,693.36
516 PAD GRADING
70,715.84 i	45,965.30
14,143.16
0.00
60,108.46,	85.00%
10,607.38
6,010.85
518 R/WGRADING
32,934.20 I^I	16,467.10
3,293.42
0.00
19,760.52	613.0o<'Ji
13,173.68'	1,976.05
520
SLOPE GRADING
29,001.10 I	17,448.66
7,270.28
0.00
24,718.94
85.00%
4,362.16 i	^2,471.90
522
524
526
POND SOD R/WSOD
SEED& MULCH
71,829.00:
46,481.85
95,220.00
35,914.50
0.00
47,610.00
7,182.90
0.00
9,522.00
0.00
0.00
0.00
43,097.40
0.00
57,132.00
61).00%
0.00%
60.00%
28,731.60 I
46,481.85
38,088.00
4,309.74
0.00
5,713.20
528 STRIP SOD
17,760.60i	^5,328.18
0.00
0.00
5,328.18
ll.00%
12,432.42
532.82
530 SLOPE SOD
113,580.90;
34,074.27
22,716.18
0.00
56,790.45
W.00%
56,790.45
5,679.05
532
534
536
C0#01-58 CO#01-59 CO#01-60 CO#01-61 CO#01-62 CO#01-63 CO#01-64 CO#01-65
DEMO CONC. DW DEMO FENCE DEMO EX PAVING INLET PROTECTION EXCAVATION
EMBANKMENT	^I
POND OVER EXCAVATION EXCAVATE/DISPOSE UNSUITABLE R/WGRADING
SLOPE GRADING BERM GRADING
415.20 I
8,664.00
5,906.40
763.26
37,714.04
12,018.76
101,725.00
2,581.53
1,118.30
-6,598.50
9,634.95
415.20
8,664.00
5,906.40
381.63
37,714.04
12,018.76
101,725.00
2,581.53
559.15
-3,959.10
5,780.97
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
111.83
-1,649.63
2,890.49
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
415.20
8,664.00
5,906.40
381.63
37,714.04
12,018.76
101,725.00
2,581.53
670.98
-5,608.73
8,671.46
1C0.00%
1C0.00%
1C0.00% &1.00% 10:l.00%
100.00%
10D.00%
100.00%
6D.00%
?5.00% SD.00%
0.00
0.00
0.00
381.63
0.00
0.00
0.00
0.00
447.32
-989.77
963.49
41.52
866.40 i
I
590.64 I
38.16
3,771.40
1,201.88
10,172.50
258.15 '
67.10
-560.87
867.14
Application and Certification for Payment, containing Contractor's signed certification is attacfled.
In tabulations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variai:>le retainage for line items may apply.
^Invoice-,:	^2118-10	Contract:  2118. Wind Meadows Ph 1 '
Application No.:	10
Application Date :	03/25/22
To:	03/25/22
Architect's Project No.:
No.

,,
I'	_I
' '
Value	FromPrevious Application
_'	(D+E)
This Period In Place
Presently Stored

(Not in D or E)
Completed
and Stored To Date
(D+E+F)
(G /C)
To Finish (C-G)
CO#01-66 CO#01-67 CO#01-68 CO#01-69 CO#01-82 CO#01-83
R/WSOD SEED&MULCH SLOPE SOD BERM SOD
REMOVE-REPLACE PAVERS DEMO EX PAVING
1,956.15
-3,105.00
-25,771.50
32,695.65
5,822.25
1,766.40
0.00
-1,552.50
-7,731,45
19,617.39
0.00
1,766.40
0.00
-310.50
-5,154.30
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-1,863,00
-12,885.75
19,617.39
0.00
1,766.40
0.00%
60.00%
50.00%
60.00%
0.00%
100.00%
1,956.15
-1,242.00
-12,885.75
13,078.26
5,822.25
0.00
0.00
-186.30
-1,288.58
1,961.74
0.00
176.64
CO#03-30 MAIL KIOSK 4" THICK CO#03-31 BIKE PAD 4" THICK
5,057.80
1,254.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00%
0.00%
5,057.80
1,254.00
0.00
0.00
C0#03-32 CO#03-33 C0#03-34 CO#03-35 CO#03-36 CO#03-37 CO#03-38 CO#03-39
INLET PROTECTION EXCAVATION EMBANKMENT R/WGRADING SLOPE GRADING R/WSOD
SLOPE SOD SEED &MULCH
636.05
8,699.60
162.40
1,187.20
62.40
2,912.49
248.40
1,552.50
0.00
8,699.60
162.40
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
8,699.60
162.40
0.00
0.00
0.00
0.00.
0.00
0.00%
100.00%
100.00%
0.00%
0.00%
0.00%
0.00%
0.00%
636.05
0.00
0.00
1,187.20
62.40
2,912.49
248.40
1,552.50
0.00
869.96
16.24
0.00
0.00
0.00
0.00
0.00

!
?ill Group:
I
EARTHWORK Totals

700 OFF$ITE

1
1,493,284-.73
1,190,715.431	67,225.94
0.00	1,257,941.371
84.24%
'
235,343.36
t
I
I
125,794.17
_!	702  EXCAVATEAND dRADE OFFSITE '
6,34ii.58
0.00
3, 170,79
0.00
3,170.79
50.00%
3,170.79
317.08

^i	714
I
5' SIDEWALK 4" THICK
41,1400
41,141.30
0.00
0.00
41,141.30
100.00%
0.00
4,114.14
_I	716
^I	718
WHEEL CHAIR RAMP	^:
SIGNS-PAVEMENT MARKINGS	^I
2,983.14
14,963.23
0.00
0.00
2,983.14
7,481.62
0.00
0.00
2,983.14
7,481.62
100.00%
50.00%
0.00
7,481.61
298.31
748.16
720
722
724
^R/W ^GRADING ^- ^OFFSITE	i	^2,782.50
R/W SOD - OFFSITE	^:	7,619.70
MOT	^i	15,487.15
0.00
0.00
7,743.58
695.63
0.00
7,743.57
0.00
0.00
0.00
695.63
0.00
15,487.15
25.00%
0.00%
100.00%
2,086.87
7,579.70
0.00
69.56
0.00
1,548.72
C0#01-70
ASPHALT 1" OVERLAY
^j	-36,394.40
0.00
-36,394.40
0.00
-36,394.40
100.00%
0.00
-3,639.44
Application and Certification for Payment. containing Contractor's signed certification is attaclled.
In tabulations below, amounts are stated to the nearest dollar.
Use Colurnn I on Contracts where variable retainage for line items may apply. ^Invoice#:	^2118-10	Contract: 2118. Wind Meadows Ph 1
Application No. :	10
Application Date:	03/25/22
To:	03/25122
Architect's Project No.:
Application and Certification for Payment, containing Contractor's signed certification is attached.
In tabulations below, amounts are stated to the nearest doUar.
Use Column I on Contracts where variable retainage for line items may apply.
^Invoice#:	^2118-10	Contract: 2118. Wind Meadows Ph 1
Application No.:	10
Application Date :	03/25/22
To:  03/25/22
Architect's Project No.:
A
Item
B
Description of Work
C
Scheduled
D	E	F
Work Completed	^Materials
G
Total

,,.,.
%
H	I
Balance	_! Retainage
No.
Value
From Previous Application
(D+E)
This Period	^I	Presently In Place			Stored

(Not in Dor E)
Completed and Stored To Date
(D+E+F)
(G/C)
To Finish
(C-G)
CO#02-07 | SURVEY FOR POWER LAYOUT | 5,655.00 | 5,655.00 | 0.00 | 0.00 | 5,655.00 | 100.00% | 0.00 | 565.50
| MISC Totals | 483,482.41 | 405,065.32 | 48,326.27 | o.oo' | 453,391.59 | 93.78% | 30,090.82 : | 45,339.19

'

I

I

I
!	I

Grand Totals

^, ^10,548,8?3.02 ^I	9,231,894.27	480,947.80 ,	0.00

_9,112,s42.01 _I	92.01%	836,050.95 i ^971,284.45
APPLICATION AND CERTIFICATE FOR PAYMENT	^Invoice#:  ^2118-11
To owner: Wind Meadow South, LLC 4900 Dundee Road
Winter Haven, FL 33884
From Contractor: Blue Ox Enterprises, LLC
500 North Way
Sanford, FL 32773
Contract For:

^Project:	^2118. ^Wind ^Meadows ^Ph1	Application No. :	11

Period To:	4/25/2022

Via Architect
Project Nos:

Contract Date:

Distribution to : C::J owner c::J Architect c::1 Contractor c::J
c=i
CONTRACTOR'S APPLICATION FOR PAYMENT
Application is made for payment, as shown bel<Jw, in connection with the Contract. Continuation Sheet is attached.

The undersigned Contractor certifies that to the best of the Contractor's knowledge, information, and belief, the work covered by this Application for Payment has been completed in accordance with the Contract Documents. That all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the Owner, and that current payment shown herein is now due.
1. Original Contract Sum . . . . . . . . . ............. . | $9,372,430.13
2.Net Change By Change Order ................... . | $1,176,462.89
3.Contract Sum To Date ......................... . | $10,548,893.02
4.Total Completed and Stored To Date ....... . | $9,982,872.07
5. Retainage: |
a	10.00% of Completed Work
b.	0.00% of Stored Material
$998,287.47
$0.00

Total  Retainage       ...........................

Total Earned Less Retainage .................. .

Less Previous Certificates For Pa-yments ......... .
Current  Payment  Due   ..... ,...................

Balance To Finish, Plus Retainage   ...............
$998,287.47
$8,984,584.60

$8,741,557.62
$243,026.98

$1,564,308.42

ARCHITECT'S CERTIFICATE FOR PAYMENT
In accordance with1he Contract Documents, based onon-site observations and the data
comprising the above appfication, the Architect certifies to the Owner that to the best of the Architect's knowledge, information, and belief, the Work has progressed as indicated,
the quality of the Work is in accordance with the Contract Documents, and the Contractor
is entitled to payment of the AMOUNT CERTIFIED.

AMOUNTCERTIFIED $ 243,026.98
(Attach explanation if amount certified differs from the amount applied. initial all figures on this Application and on th• Continuation Sheet that are changed to conform 11.ith the amount certified.)

ARCHITECT:
By:	D.ate:	
This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment, and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract

Applica1ion and Certification for Payment, containing Contractor's signed c.ertification is attached.
In tabulations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage for line items may apply.
^Invoice#:	^2118-11	Contract :	2118. Wind Meadows Ph 1
Application No. :	11
Application Date:	04125/22
To:	04/25/22
Architect's Project No.:

A | B | C | D | | E | F | G | | H | I | |

Item
No.

Description of Work

Scheduled Value

Work Completed

Materials Presently Stored

Total Completed
and Stored To Date

% (G /CJ

Balance To Finish (C-G)

Retainage

| | | From Previous Application (D+E) | This Period In Place | | | | | | | |
| | | | | (Not in D or E) | (D+E+F) | | | | | |
| | | | | . | | | | | | |
arn Group: | 100 SANITARY | i::,,"' E} | | | | | | | | | |
102 | 8" PVC 0-6 SDR 26 | 18,593.40 | 18,693.40 | | | 0.00 | | 0.00 | 18,593.40 | 100.00% | 0.00 | 1,859.34
104 | 8" PVC 6-8 SOR 26 | 105,518.40 | 105,518.40 | | | 0.00 | | 0.00 | 105,518.40 | 100.00% | 0.00 | 10,551.85
106 | 8" PVC 8-10 SOR 26 | 60,364.49 | 60,364.49 | | | 0.00 | | 0.00 | 60,364.49 | 100.00% | 0.00 | 6,036.45
108 | 8" PVC 10-12 SOR 26 | 41,739.25 | 41,739.25 | | | 0.00 | . | 0.00 | 41,739.25 | 100.00% | 0.00 | 4,173.93
110 | 8" PVC 12-14 SDR 26 | 45,064.18 | 45,064.18 | | | 0.00 | | 0.00 | 45,064.18 | 100.00% | 0.00 | 4,506.43
112 | 8" PVC 14-16 SDR 26 | 40,785.92 | 40,785.92 | | | 0.00 | | 0.00 | 40,785.92 | 100.00% | 0.00 | 4,078.60
114 | 8" PVC 16-18 SOR 26 | 69,172.32 | 69,172.32 | | | 0.00 | | 0.00 | 69,172.32 | 100.00% | 0.00 | 6,917.24
116 | 8" PVC 18-20 SOR 26 | 84,993.44 | 84,993.44 | | | 0.00 | | 0.00 | 84,993.44 | 100.00% | 0.00 | 8,499.35
118 | 8" PVC 20-22 SDR 26 | 83,908.34 | 83,908.34 | | | 0.00 | | 0.00 | 83,908.34 | 100.00% | 0.00 | 8,390.84
120 | 8" PVC 22-24 SOR 26 | 70,870.54 | 70,870.54 | | | 0.00 | | 0.00 | 70,870.54 | 100.00% | 0.00 | 7,087.06
122 | 8" PVC 24-26 SDR 26 | 50,992.20 | 50,1992.20 | | | 0.00 | | 0.00 | 50,992.20 | 100.00% | 0.00 | 5,099.21
124 | 8" PVC 26-28 SDR 26 | 8,821.14 | 8,821.14 | | | 0.00 | | 0.00 | 8,821.14 | 100.00% | 0.00 | 882.12
126 | 8" PVC 28-30 SDR 26 | 10,099.36 | 10,099.36 | | | 0.00 | | 0.00 | 10,099.36 | 100.00% | 0.00 | 1,009.93
128 | 8" PVC 30-32 SDR 26 | 11,854.74 | 11,854.74 | | | 0.00 | | 0.00 | 11,854.74 | 100.00% | 0.00 | 1,185.47
130 | 8" PVC 32-34 SDR 26 | 13,870.76 | 13,870.76 | | | 0.00 | | 0.00 | 13,870.76 | 100.00% | 0.00 | 1,387.08
132 | 8" PVC 34-36 SDR 26 | 14,067.60 | 14,067.60 | | | 0.00 | | 0.00 | 14,067.60 | 100.00% | 0.00 | 1,406.75
134 | MANHOLE 0-6 | 28,070.70 | 28,070.70 | | | 0.00 | | 0.00 | 28,070.70 | 100.00% | 0.00 | 2,807.07
136 | MANHOLE 6-8 | 94,935.50 | 94,935.50 | | | 0.00 | | 0.00 | 94,935.50 | 100.00% | 0.00 | 9,493.55
138 | MANHOLE 8-10 | 63,036.35 | 63,036.35 | | | 0.00 | | 0.00 | 63,036.35 | 100.00% | 0.00 | 6,303.63
140 | MANHOLE 10-12 | 16,705.17 | 16,705.17 | | | 0.00 | | 0.00 | 16,705.17 | 100.00% | 0.00 | 1,670.52
142 | MANHOLE 12-14 | 23,271.24 | 23,271.24 | | | 0.00 | | 0.00 | 23,271.24 | 100.00% | 0.00 | 2,327.13
144 | MANHOLE 14-16 | 72,541.81 | 72,541.81 | | | 0.00 | | 0.00 | 72,541.81 | 100.00% | 0.00 | 7,254.18
146 | MANHOLE 16-18 | 55,736.56 | 55,736.56 | | | 0.00 | | 0.00 | 55,736.56 | 100.00% | 0.00 | 5,573.65
148 | MANHOLE 18-20 | 44,703.48 | 44,703.48 | | | 0.00 | 0.00 | 44,703.48 | 100.00% | 0.00 | 4,470.36 |
150 | MANHOLE 20-22 | 39,410.00 | 39,410.00 | | | 0.00 | 0.00 | 39.410.00 | 100.00% | 0.00 | 3,941.00 |
152 | MANHOLE 22-24 | 34,359.56 | 34,359.56 | | | 0.00 | 0.00 | 34,359.56 | 100.00% | 0.00 | 3,435.96 |
154 | MANHOLE 24-26 | 35,438.12 | 35,438.12 | | | 0.00 | 0.00 | 35,438.12 | 100.00% | D.00 | 3,543.81 |
156 | MANHOLE 34-36 | 12,058.31 | 12,058.31 | | | 0.00 | 0.00 | 12,058.31 | 100.00% | 0.00 | 1,205.83 |
158 | SINGLE LATERAL | 44,011.20 | 44,011.20 | | | 0.00 | 0.00 | 44,011.20 | 100.00% | 0.00 | 4,401.13 |
160 | DOUBLE LATERAL | 184,816.96 | 184,816.96 | | | 0.00 | 0.00 | 184,816.96 | 100.000/4 | 0.00 | 18,481.70 |
162 | CLEAN SANITARY LINES | 33,382.08 | 26,705.66 | | 0.00 | 0.00 | 26,705.66 | 80.00% | 6,676.42 | 2,670.56 | |
Application and Certification for Payment, containing Contractor's signed certification is attached.
In tabulations below, amounts are stated to the nearest dollar.
Use Cofumn I on Contracts where variable retainage for line items may apply.
^Invoice#:	^2118-11	Contract:  2118. Wind Meadows Ph 1
Application No. :	11
Application Date :	04/25/22
To:	04/25/22
Architect's Project No.:

A | B | C | D | E | F | G | | H | I

Item No.

Description of Work

Scheduled Value

Work Completed

Materials Presently Stored

Total Completed and Stored
To Date

%
(G / C}

Balance To Finish (C-G)

Retainage

| | | From Previous Application (D+E? | This Period In Place | | | | |
| | | | | (Not in D or E} | (D+E+F) | | |
164 | TEST SANITARY LINES | 27,786.24 | 27,786.24 | 0.00 | 0.00 | 27,786.24 | 100.00% | 0.00 | 2,778.62
166 | T. V. SANITARY LINES | 36,662.40 | 36,662.40 | 0.00 | 0.00 | 36,662.40 | 100.00% | 0.00 | 3,666.24
168 | TIE TO EXISTING | 9,893.40 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00% | 9,893.40 | 0.00
_rJ	170 | OPEN CUT -SANITARY | 7,561.51 | 0.00 | 7,561.51 | 0.00 | 7,561.51 | 100.00% | 0.00 | 756.15
172 | DROP CONNECTION | 20,829.20 | 20,829.20 | 0.00 | 0.00 | 20,829.20 | 100.00% | 0.00 | 2,082.92
174 | WELL POINTS | 129,065.13 | 129,065.13 | 0.00 | 0.00 | 129,065.13 | 100.00% | 0.00 | 12,906.51
C0#01-02 | 8" PVC 8-10 SOR 26 | 121.85 | 121.85 | 0.00 | 0.00 | 121.85 | 100.00% | 0.00 | 12.19
C0#01-03 | 8^11 PVC 10-12 SDR 26 | 684.25 | 684.25 | 0.00 | 0.00 | 684.25 | 100.00% | 0.00 | 68.43
C0#01-04 | 8" PVC 12-14 SOR 26 | 8,573.03 | 8,573.03 | 0.00 | 0.00 | 8,573.03 | 100.00% | 0.00 | 857.30
C0#01-05 | 8" PVC 14-16 SDR 26 | 35,481.60 | 35,481.60 | 0.00 | 0.00 | 35,481.60 | 100.00% | 0.00 | 3,548.16
CO#Oi-06 | 8" PVC 16-18 SOR 26 | 5,978.88 | 5,978.88 | 0.00 | 0.00 | 5,978.88 | 100.00% | 0.00 | 597.89
C0#01-07 | 8" PVC 18-20 SDR 26 | -3,609.76 | -3,609.76 | 0.00 | 0.00 | -3,609.76 | 100.00% | 0.00 | -360.98
C0#01-08 | 8" PVC 20-22 SDR 26 | -36,108.32 | -36,108.32 | 0.00 | 0.00 | -36,108.32 | 100.00% | 0.00 | -3,610.83
C0#01-09 | 8" PVC 22-24 SDR 26 | -39,045.10 | -39,045.10 | 0.00 | 0.00 | -39,045.10 | 100.00% | 0.00 | -3,904.51
C0#01-10 | 8" PVC 24-26 SDR 26 | -1,192.80 | -1,192.80 | 0.00 | 0.00 | -1,192.80 | 100.00% | 0.00 | -119.28
C0#01-11 | 8" PVC 26-28 SDR 26 | 6,365.76 | 6,365.76 | 0.00 | 0.00 | 6,365.76 | 100.00% | 0.00 | 636.58
C0#01-12 | 8" PVC 28-30 SOR 26 | -2,300.76 | -2,300.76 | 0.00 | 0.00 | -2,300.76 | 100.00% | 0.00 | -230.08
C0#01-13 | 8" PVC 30-32 SDR 26 | -11,854.74 | -11,854.74 | 0.00 | 0.00 | -11,854.74 | 100.00% | 0.00 | -1,185.47
C0#01-14 | 8" PVC 32-34 SDR 26 | -13,870.76 | -13,870.76 | 0.00 | 0.00 | -13,870.76 | 100.00% | 0.00 | -1,387.08
C0#01-15 | MANHOLE0-6 | 4,010.10 | 4,010.10 | 0.00 | 0.00 | 4,010.10 | 100.00% | 0.00 | 401.01
C0#01-16 | MANHOLE6-8 | -4,315.25 | -4,315.25 | 0.00 | 0.00 | -4,315.25 | 100.00% | 0.00 | -431.53
C0#01-17 | MANHOLE8-10 | -4,848.95 | -4,848.95 | 0.00 | 0.00 | -4,848.95 | 100.00% | 0.00 | -484.90
C0#01-18 | MANHOLE 12•14 | 34,906.86 | 34,1906.86 | 0.00 | 0.00 | 34,906.86 | 100.00% | 0.00 | 3,490.68
C0#01-19 | MANHOLE 14-16 | 13,189.42 | 13,189.42 | 0.00 | 0.00 | 13,189.42 | 100.00% | 0.00 | 1,318.94
C0#01-20 | MANHOLE 16-18 | -34,835.40 | -34,835.40 | 0.00 | 0.00 | -34,835.40 | 100.00% | 0.00 | -3,483.54
C0#01-21 | MANHOLE 18-20 | 14,901.16 | 14,901.16 | 0,00 | 0.00 | 14,901.16 | 100.00% | 0.00 | 1,490.12
C0#01-22 | MANHOLE 20-22 | -7,882.00 | -7,882.00 | 0.00 | 0.00 | -7,882.00 | 100.00% | 0.00 | -788.20
C0#01-23 | MANHOLE 22-24 | -17,179.78 | -17,179.78 | 0.00 | 0.00 | -17,179.78 | 100.00% | 0.00 | -1,717.98
C0#01-24 | MANHOLE 24-26 | -8,859.53 | -8,1859.53 | 0.00 | 0.00 | -8,859.53 | 100.00% | 0.00 | -885.95
C0#01-25 | MANHOLE 28-30 | 10,910.41 | 10,910.41 | 0.00 | 0.00 | 10,910.41 | 100.00% | 0.00 | 1,091.04
C0#01-26 | MANHOLE 34-36 | -12,058.31 | -12,058.31 | 0.00 | 0.00 | -12,058.31 | 100.00% | 0.00 | -1,205.83
C0#01-27 | SINGLE LATERAL | -916.89 | -1916.89 | 0.00 | 0.00 | -916.89 | 100.00% | 0.00 | -91.69
Application and Certification for Payment, containing Contractor's signed certification is attached.
In tabulations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage for line Items may apply.
^Invoice ^# ^:	^2118-11	Contract :	2118. Wind Meadows Ph 1
Application No. :	11
Application Date :	04/25/22
To:	04/25122
Architects Project No.:

'

---
Use Column I on Contracts where variable retainage for line items may apply. ^Invoice#:	^2118-11	Contract: 2118. Wind Meadows Ph 1
Architecfs Project No.:
Application and Certification for Payment, containing Contractor's signed certification is attached.
In tabulations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage for tine items may apply.
^Invoice#:	^2118-11	Contract: 2118. Wind Meadows Ph 1
Application No. :	11
Application Date :	04/25/22
To:	04/25/22
Architect's Project No.:

A | B | C | D | E | F | G	^I | H | I | |

Item
No.

Description of Work

Scheduled
Value

Work Completed

Materials

I

Total

%
{G /CJ

Balance To Finish (C-G)

Retainage

| | | From Previous Application (D+E) | This Period In Place | Presently Stored (Not in Dor E) | Completed and Stored To Date (D+E+F) | | | |
C0#03-12 | TYPE F INLET | | 17,660.20 | 17,660.20 | 0.00 | 0.00 | 17,66020 | 100.00% | 0.00 | 1,766.02

C0#03-13 C0#03-14

TIE TO EXISTING STR
SPLASH PAD  _\?dO

,!3

1,421.24
1,040.19

1,421.24
0.00

0.00
1,040.19

0.00
0.00

1,421.24
1,040.19

100.00%
100.00%

0.00
0.00

142.12
104.02

C0#03-15 | CLEAN STORM | | 1,547.60 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00% | 1,547.60 | 0.00
C0#03-16 | STORM INSPECTION | | 1,243.92 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00% | 1,243.92 | 0.00
C0#03-17 | WATER SERVICE | | 7,133.85 | 7,133.85 | 0.00 | 0.00 | 7,133.85 | 100.00% | 0.00 | 713.39
| STORM Totals | | 1,826,650.51 | 1,807,158.60 | 1,040.19 | 0.00 | 1,808,198.79 | 98.99% --- | 18,451.72 | 180,819.91
Bill Group: | 300 WATER | | | | | | | | |
302 | 4"PVC | 8,843.00 | 8,843.00 | 0.00 | 0.00 | 8,843.00 | 100.00% | 0.00 | 884.31 |
304 | 6"PVC | 4,331,60 | 4,331.60 | 0.00 | 0.00 | 4,331.60 | 100.00% | 0.00 | 433.15 |
306 | 8" PVC | 449,692.80 | 449,692.80 | 0.00 | 0.00 | 449,692.80 | 100.00% | 0.00 | 44,969.28 |
308 | 12" PVC | 88,533.60 | 88,533.60 | 0.00 | 0.00 | 88,533.60 | 100.00% | 0.00 | 8,853.36 |
310 | WM SINGLE SERVICE | 50,916.01 | 50,916.01 | 0.00 | 0.00 | 50,916.01 | 100.00% | 0.00 | 5,091.60 |
312 | WM DOUBLE SERVICE | 200,333.28 | 200,333.28 | 0.00 | 0.00 | 200,333.28 | 100.00% | 0.00 | 20,033.33 |
314 | WATER FITTINGS | 51,848.16 | 51,648.16 | 0.00 | 0.00 | 51,848.16 | 100.00% | 0.00 | 5,184.81 |
316 | 4" GATE VALVE | 1,918.08 | 1,918.08 | 0.00 | 0.00 | 1,918.08 | 100.00% | 0.00 | 191.80 |
318 | 8" GATE VALVE | 63,950.25 | 63,950.25 | 0.00 | 0.00 | 63,950.25 | 100.00% | 0.00 | 6,395.03 |
320 | 12" GATE VALVE | 14,491.30 | 14,491.30 | 0.00 | 0.00 | 14,491.30 | 100.00% | 0.00 | 1,449.14 |
322 | FIRE HYDRANT | 122,464.75 | 122,464.75 | 0.00 | 0.00 | 122,464.75 | 100.00% | 0.00 | 12,246.49 |
324 | FIRE HYDRANT DIRECT TAP | 13,527.46 | 13,627.46 | 0.00 | 0.00 | 13,527.46 | 100.00% | 0.00 | 1,352.75 |
326 | 2" BLOW OFF | 9,570.33 | 9,570.33 | 0.00 | 0.00 | 9,570.33 | 100.00% | 0.00 | 957.04 |
328 | 2"JUMPER | 2,468.82 | 2,468.82 | 0.00 | 0.00 | 2,468.82 | 100.00% | 0.00 | 246.88 |
330 | 12"WETTAP | 7,927.23 | 7,927.23 | 0.00 | 0.00 | 7,927.23 | 100.00% | 0.00 | 792.72 |
332 | TEST WATER LINES | 42,426.40 | 42,426.40 | 0.00 | 0.00 | 42,426.40 | 100.00% | 0.00 | 4,242.64 |
334 | TIE TO EXISTING WATER | 1,381.91 | 1,381.91 | 0.00 | 0.00 | 1,381.91 | 100.00% | 0.00 | 138.20 |
336 | SAMPLE POINTS | 8,766.73 | 8,766.73 | 0.00 | | 0.00 | 8,766.73 | 100.00% | 0.00 | 876.67
C0#01-50 | 4"PVC | 5,497.00 | 5,497.00 | 0.00 | | 0.00 | 5,497.00 | 100.00% | 0.00 | 549.70
C0#01-51 | WATTER FITTINGS | 2,698.97 | 2,698.97 | 0.00 | | 0.00 | 2,698.97 | 100.00% | 0.00 | 269.90
C0#01-52 | 8" GATE VALVE | 3,279.50 | 3,279.50 | 0.00 | | 0.00 | 3,279.50 | 100.00% | 0.00 | 327.95
C0#01-53 | 2"BLOWOFF | -2,734.38 | -2,734.38 | 0.00 | | 0.00 | -2,734.38 | 100.00% | 0.00 | -273.44
C0#01-54 | TEST WATER LINES | 868.80 | 868.80 | 0.00 | | 0.00 | 868.80 | 100.00% | 0.00 | 86.88
--?------
Application and Certification for Payment. containing Contractor's signed certification is attached.
In tabulations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage for line items may apply.
^Invoice#:	^2118-11	Contract:  2118. Wind Meadows Ph 1
Application No. :	11
Application Date :	04/25/22
To:	04/25/22
Architect's Project No.:

i

Application and Certification for Payment, containing Contrac::1or's signed certification is attached.
In tabulations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage for line items may apply. ^lnvoicE ^#:	^2118-11	Contract:	2118. Wind Meadows Ph 1
Application No. :	11
Application Date :	04/25/22
To:	04/25/22
Architecfs Project No.:

^Invoice#:	^2118-11	Contract:  2118. Wind Meadows Ph 1
A
Item
B
Description of Work

--^C??---
Scheduled
D	E
Work Completed
F
Materials
G
Total
H
%	^Balance
I
Retainage
No.

C0#01-66 R/WSOD
Value

1,956.15
From Previous Applicatlon (D+E)

0.00
This Period
In Place

1,467.11
Presently Stored

(Not in Dor E)
0.00
Completed
and Stored
To Date
(D+E+F)
1,467.11
(G /C)
'

75.00%
To Finish (C-G)

489.04

146.71
C0#01-67 C0#01-68 CO#D1-69
SEED& MULCH	_.,
SLOPE SOD BERM SOD
-3,105.00
-25,771.50
32,695.65
-1,863.00
-12,885.75
19,617.39
-1,242.00
-12,885.75
0.00
0.00
0.00
0.00
-3,105.00
-25,771.50
19,617.39
100.00%
100.00%
60.00%
0.00
0.00
13,078.26
-310.50
-2,577.16
1,961.74
C0#01-82 C0#01-83
REMOVE-REPLACE PAVERS DEMO EX PAVING
5,822.25
1,766.40
0.00
1,766.40
0.00
0.00
0.00
0.00
0.00
1,766.40
0.00%
100.00%
5,822.25
0.00
0.00
176.64
C0#03-30 MAIL KIOSK 4" THICK
5,057.80
0.00
0.00
0.00
0.00
0.00%
5,057.80
0.00
C0#03-31 C0#03-32 C0#03-33 C0#03-34 C0#03-35 C0#03-36 C0#03-37 C0#03-38 C0#03-39
BIKE PAD 4" THICK INLET PROTECTION EXCAVATION EMBANKMENT R/WGRADING SLOPE GRADING R/WSOD
SLOPE SOD SEED& MULCH
1,254.00
636.05
8,699.60
162.40
1,187.20
62.40
2,912.49
248.40
1,552.50
0.00
0.00
8,699.60
162.40
0.00
0.00
0.00
0.00
0.00
0.00
95.41
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.00
95.41
8,699.60
162.40
0.00
0.00
0.00
0.00
0.00
0.00%
15.00%
100.00%
100.00%
0.00%
0.00%
0.00%
0.00%
0.00%
1,254.00
540.64
0.00
0.00
1,187.20
62.40
2,912.49
248.40
1,552.50
0.00
9.54
869.96
16.24
0.00
0.00
0.00
0.00
0.00

Bill Group:
EARTHWORK Totals

700 OFFSITE
?

,(.^·;!^··/,^•J

_,..
1,493,284.73
1,257,941.37
188,853.83
0.00	1,446,795.20
96.89%
46,489.53
144,679.55
I
702
704
706
708
710
712
714
716
718
EXCAVATE AND GRADE OFFSITE ASPHALT 1" OVERLAY
ASPHALT 1.50"
1" MILL EXISTING
LIMEROCK 14" (FULL DEPTH)	/ STABILIZED SHOULDER \\o)O""?'.., 5' SIDEWALK 4" THICK
WHEEL CHAIR RAMP
SIGNS-PAVEMENT MARKINGS"·,.
6,341.58
36,394.40
25,854.20
5,747.40
67,642.40
19,593.20
41,141.30
2,983.14
14,963.23
3,170.79
36,394.40
25,1854.20
0.00
67,642.40
11,'.755.92
41,141.30
2,083.14
7,481.62
3,170.79
0.00
0.00
0.00
0.00
7,837.28
0.00
0.00
7,481.61
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6,341.58
36,394.40
25,854.20
0.00
67,642.40
19,593.20
41,141.30
2,983.14
14,963.23
100.00%
100.00%
100.00%
0.00%
100.00%
100.00%
100.00%
100.00%
100.00%
0.00
0.00
0.00
5,747.40
0.00
0.00
0.00
0.00
0.00
634.16
3,639.44
2,585.42
0.00
6,764.24
1,959.32
4,114.14
298.31
1,496.32
720
722
724
C0#01-70
R/W GRADING - OFFSITE
R/W SOD - OFFSITE	^<[)"
MOT
ASPHALT 1" OVERLAY
^<	2,782.50
7,679-70
15,487.15
-36,394.40
695.63
0.00
15,487.15
-36,394.40
1,530.37
6,143.76
0.00
0.00
0.00
0.00
0.00
0.00
2,226.00
6,143.76
15,487.15
-36,394.40
-?--
80.00%
80.00%
100.00%
100.00%
556.50
1,535.94
0.00
0.00
222.60
614.38
1,548.72
-3,639.44
Use Column I on Contracts where variable retainage for line items may apply.
^Invoice# ^:	^2118·11	Contract:  2118. Wind Meadows Ph 1
Architect's Project No.:

A | B | C | D | | E | F | G | | H | I

Item
No.

Description ofWork

Scheduled Value

Work Completed

Materials Presently Stored

Total Completed
and Stored To Date

%
(G/C)

Balance To Finish (C-G)

Retainage

| | | FromPrevious Application (D+E) | This Period In Place | | | | | |
| | | | | (Not in D or E} | (O+E+F) | | | |
C0#01-71 | ASPHALT 1.25" OVERLAY | 49,955.20 | 49.1955.20 | 0.00 | 0.00 | 49,955.20 | 100.00% | 0.00 | 4,995.52 |
C0#01-72 | SIGNS-PAVEMENT MARKINGS | 476.10 | 238.05 | 0.00 | 0.00 | 238.05 | 50.00% | 238.05 | 23.80 |
C0#01-73 | SILT FENCE | 4,350.50 | 4,350.50 | 0.00 | 0.00 | 4,350.50 | 100.00% | 0.00 | 435.05 |
C0#01-74 | EXCAVATE AND GRADE	_? | 4,228.10 | 2,114.05 | 2,114.05 | 0.00 | 4,228.10 | 100.00% | 0.00 | 422.82 |
CO#D1-75 | ASPHALT 1.25" OVERLAY | 48,790.20 | 48,790.20 | 0.00 | 0.00 | 48,790.20 | 100.00% | 0.00 | 4,879.02 |
CO#D1-76 | ASPHALT 1.50" | 10,563.00 | 10,563.00 | 0.00 | 0.00 | 10,563.00 | 100.00% | 0.00 | 1,056.30 |
CO#D1-77 | 1.25" MILL EXISTING | 8,621.10 | o.oo· | 0.00 | 0.00 | 0.00 | 0.00% | 8,621.10 | 0.00 |
CO#D1-84 | SIGNS-PAVEMENT  MARKIN?· | 11,031.95 | 1,'103.20 | 7,722.36 | 0.00 | 8,825.56 | 80.00% | 2,206.39 | 882.56 |
CO#D1-85 | R/W GRADING	• _..	_:·,, | 4,301.25 | 1360.25 | 2,580.75 | 0.00 | 3,441.00 | 80.00% | 860.25 | 344.11 |
CO#D1-86 | ^R/WSOD	(' t, | 11,871.45 | 0.00 | 9,497.16 | 0.00 | 9,497.16 | 80.00% | 2,374.29 | 949.72 |
C0#01-87 | MOT | 15,487.15 | 12,389.72 | 1,548.72 | 0.00 | 13,938.44 | 90.00% | 1,548.71 | 1,393.84 |
| OFFSITE Totals | 379,891.80 | 306,$76.32 | 49,626.85 | 0.00 | 356,203.17 | 93.76% | 23,688.63 | 35,620.35 |

$ill Group:

800 MISC

^SURVEY	l \,) d{/l
ASBUILTS
MOBILIZATION ENVIRONMENTAL GEOTECH TESTING
79G LOT TESTING ?'\\IJ
S.W.P.P.P.	..
R/WPERMIT
8" PVC 6-8 SOR 26 SURVEY
., ,.,
ASBUILTS	_' _'
R/WPERMIT
1" SINGLE POWER CROSSING
2.6' SINGLE POWER CROSSINGS
3" SINGLE POWER CROSSINGS
2" DOUBLE POWER CROSSINGS
4" IRRIGATION CROSSINGS SURVEY FOR CROSSINGS

802 | | 58,812.00 | 55,871.40 | 0.00 | 0.00 | 55,871.40 | 95.00% | 2,940.60 | 5,587.14 |
804 | | 24,446.50 | 20,779.53 | 1,222.32 | 0.00 | 22,001.85 | 90.00% | 2,444.65 | 2,200.19 |
806 | | 16,966.81 | 16,118.47 | 0.00 | 0.00 | 16,118.47 | 95.00% | 848.34 | 1,611.85 |
808 | | 2,800.45 | 2,800.45 | 0.00 | 0.00 | 2,800.45 | 100.00% | 0.00 | 280.05 |
810 | | 96,600.00 | 86,!940.00 | 0.00 | 0.00 | 86,940.00 | 90.00% | 9,660.00 | 8,694.00 |
812 | | 59,800.00 | 47,840.00 | 11,960.00 | 0.00 | 59,800.00 | 100.00% | 0.00 | 5,980.00 |
814 | | 3,450.00 | 2,932.50 | 172.50 | 0.00 | 3,105.00 | 90.00% | 345.00 | 310.50 |
816 | | 5,668.28 | 5,668.28 | 0.00 | 0.00 | 5,668.28 | 100.00% | 0.00 | 566.83 |
C0#01-01 | | 85.44 | 85.44 | 0.00 | 0.00 | 85.44 | 100.00% | 0.00 | 8.54 |
C0#01-88 | | 2,450.50 | 2,327.98 | 0.00 | 0.00 | 2,327.98 | 95.00% | 122.52 | 232.81 |
C0#01-89 | | 2,499.30 | 2,124.41 | 124.96 | 0.00 | 2,249.37 | 90.00% | 249.93 | 224.95 |
C0#01-90 | | 4,447.83 | 4,447.83 | 0.00 | 0.00 | 4,447.83 | 100.00% | 0.00 | 444.78 |
C0#02-01 | | 14,937.60 | 14,937.60 | 0.00 | 0.00 | 14,937.60 | 100.00% | 0.00 | 1,493.76 |
C0#02-02 | | 87,584.00 | I	87,684.00 | 0.00 | 0.00 | 87,584.00 | 100.00% | 0.00 | 8,758.40 |
C0#02-03 | | 11,315.20 | 11.:ns.20 | 0.00 | 0.00 | 11,315.20 | 100.00% | 0.00 | 1,131.52 |
C0#02-04 | | 75,168.00 | 75;168.00 | 0.00 | 0.00 | 75,168.00 | 100.00% | 0.00 | 7,516.80 |
C0#02·05 | | 7,968.00 | 7,968.00 | 0.00 | 0.00 | 7,968.00 | 100.00% | 0.00 | 796.80 |
C0#02-06 | | 2,827.50 | 2,827.50 | 0.00 | 0.00 | 2,827.50 | 100.00% | 0.00 | 282.75 |
CONTINUATION SHEET	_Page _11 _ofll
Application and Certification for Payment, containing
Contractor's signed certification is attached.
In tabulations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage for line items may apply.
^Invoice#:	^2118-11	Contract:  2118. Wind Meadows Ph 1
Application No. :	11
Application Date:  04/25/22
To:  04/25/22
Architect's Project No.:

A | B | C | D | E | F | G | | H | l |

Item No.

Description of Work

Scheduled Value

Work Completed

Materials Presently Stored

Total Completed and Stored
To Date

%
(G /C)

Balance To Finish (C-G)

Retalnage

| | | From Previous Application (O+E) | This Period In Place | | | | | |
| | | | | (Not in D or E) | (D+E+F) | | | |
CO#02-07 | SURVEY FOR POWER LAYOUT MISC Totals | 5,655.00 483,482.41 | 5,655.00 453,391.59 | 0.00 13,479.78 | 0.00 0.00 | 5,655.00 466,871.37 | | 100.00% 96.56% | 0.00 16,611.04 | 565.50 46,687.17
| | | | | | | I | | |
Grand Totals | 10,548,893.02 | 9,712,842.07 | 270,030.00 | 0.00 | 9,982,872.07 | 94.63%I	^566,020.95 | 998,287.47 | | |
APPLICATION AND CERTIFICATE FOR PAYMENT	^Invoice#:  ^2118-12

To owner: Wind Meadow South, LLC 4900 Dundee Road

Winter Haven, FL 33884
From Contractor.  Blue Ox Enterprises, LLC
500 North Way
Sanford, FL 32773
Contract For:

^Project	^2118. ^Wind ^Meadows ^Ph1	Application No. :	12

Period To:	5/25/2022

ViaArchitect:
Project Nos:

Contract Date:

Distribution to: C:J owner 1::::J Architect
c:::::::J Contractor
c:::J
C:J
CONTRACTOR'S APPLICATION FOR PAYMENT
Application is made for payment, asshown below, inconnection with the Contract. Continuation Sheet is attached.

The undersigned Contractor certifies that to the best of the Contractor's knowledge, information, and belief, the work covered by this Application for Payment has been completed in accordance with the Contract Documents. That all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the Owner, and that current payment shown herein is now due.
Original Contract Sum ....................... .
NeCthange By Change Order ................... .
Contract Sum To Date
Total Completed and Stored To Date .......,. ..... .
Retainage:
a	10.00% of Completed Work
$1,060,058.08
$9,372,430.13
$1,312,237.15
$10,684,667.28
$10,600,578.16
,lue Ox Enterprises, LLC

By:	( L	L,LI-	Date: ?/1,{i,/Zc..,
-	C::::..c: -	\.,.--,?\€-
State of:	\-" \ ?	,----..,.,--t?	County of: ?
Subscribed.?nds???is	L,\.'""\-7 ?	dayof	f\...A._?_1  '2..-::)}..,L
b.	0.00% of Stored Material
$0.00
Notary Pu?I?-;?	5':'-P'??-0<.?V<;.,?fa::1"'0':v??
My CommIssIon expires:	?•·"'!.\ Nc,ary Public Sra,e al Fionda	<(
Total Retainage .......................... .

Total Earned Less Retainage .................. .

Less Previous Certificates For Payments ......... .
Current  Payment  Due    ..................

Balance To Finish, Plus Retainage  .............. .
$1,060,058.08

$9,540,520.08

$8,984,584.60
$555,935.48

$1,144,147.20
,; /' _1,Jj' !  MEUSSA SMiTH	?
J} 'f.\ c??I s, ff Comrni??:on r-H·l 0342?18	$,
  •lJ,,,?;,··	l:;{/ilrds u,.,,, ... ^j,, ^7,<	^A
ARCHITECT'S CERTIFICATE FOR PAYMENT,A;;'?J-¾,f'-fi>il,,r·,,A,?.r°"&?P?"""1>'V'.c;;,-"',,:i'
Inaccordance with the Contract Documents, based onon-site observations and the data
comprising the abow application, the Architect certifies to the Owner that to the best of the Architect's knowledge, information, and belief, the Work has progressed asindicated,
the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED.

AMOUNTCERTIFIED  $ 555,935.48
(Attach explanation if amount certified differs from the amount applied. Initial all figures on this Application and on th, Continuation Sheet that are changed to conform l'ith theamount certified.)

ARCHITECT:
By: 	Date:	

This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment, and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract.

A | B | C | D | E | F | G | | H | I

Item No.

Description of Work

Scheduled
Value

Work Completed

Materials

Total

%

Balance

Retainage

| | | FromPrevious Application (D+E) | This Period In Place | Presently Stored | Completed and Stored To Date | (GI C) | To Finish (C-G) |
| | | | | (Not in D or E) | (O+E+F) | | |
$ill Group: | 100 SANITARY | | | | | | | |
102 | 8" PVC 0-6 SOR 26 | 18,593.40 | 18,593.40 | 0.00 | 0.00 | 18,593.40 | 100.00% | 0.00 | 1,859.34

104
106

8" PVC 6-8 SDR 26
8" PVC 8-10 SOR 26

105,518.40
60,364.49

105,518.40
60,364.49

0.00
0.00

0.00
0.00

105,518.40
60,364.49

100.00%
100.00%

0.00
0.00

10,551.85
6,036.45

108 | 8" PVC 10-12 SOR 26 | 41,739.25 | 41,739.25 | 0.00 | 0.00 | 41,739.25 | 100.00% | 0.00 | 4,173.93
110 | 8" PVC 12-14 SOR 26 | 45,064.18 | 45,064.18 | 0.00 | 0.00 | 45,064.18 | 100.00% | 0.00 | 4,506.43
112 | 8" PVC 14-16 SOR 26 | 40,785.92 | 40,785.92 | 0.00 | 0.00 | 40,785.92 | 100.00% | 0.00 | 4,078.60
114 | 8" PVC 16-18 SOR 26 | 69,172.32 | 69,172.32 | 0.00 | 0.00 | 69,172.32 | 100.00% | 0.00 | 6,917.24
116 | 8" PVC 18-20 SOR 26 | 84,993.44 | 84,993.44 | 0.00 | 0.00 | 84,993.44 | 100.00% | 0.00 | 8,499.35

118
120

8" PVC 20-22 SOR 26
8" PVC 22-24 SOR 26

83,908.34
70,870.54

83,908.34
70,870.54

0.00
0.00

0.00
0.00

83,908.34
70,870.54

100.00%
100.00%

0.00
0.00

8,390.84
7,087.06

122 | 8" PVC 24-26 SOR 26 | 50,992.20 | 50,992.20 | 0.00 | 0.00 | 50,992.20 | 100.00% | 0.00 | 5,099.21

124
126

8" PVC 26-28 SOR 26
8" PVC 28-30 SOR 26

8,821.14
10,099.36

8,821.14
10,099.36

0.00
0.00

0.00
0.00

8,821.14
10,099.36

100.00%
100.00%

0.00
0.00

882.12
1,009.93

128 | 8" PVC 30-32 SOR 26 | 11,854.74 | 11,854.74 | 0.00 | 0.00 | 11,854.74 | 100.00% | 0.00 | 1,185.47

130
132

8" PVC 32-34 SOR 26
8" PVC 34-36 SOR 26

13,870.76
14,067.60

13,870.76
14,067.60

0.00
0.00

0.00
0.00

13,870.76
14,067.60

100.00%
100.00%

0.00
0.00

1,387.08
1,406.75

134
136

MANHOLE 0-6 MANHOLE6-8

28,070.70
94,935.50

28,070.70
94,935.50

0.00
0.00

0.00
0.00

28,070.70
94,935.50

100.00%
100.00%

0.00
0.00

2,807.07
9,493.55

138
140

MANHOLE 8-10
MANHOLE 10-12

63,036.35
16,705.17

63,036.35
16,705.17

0.00
0.00

0.00
0.00

63,036.35
16,705.17

100.00%
100.00%

0.00
0.00

6,303.63
1,670.52

142 | MANHOLE 12-14 | 23,271.24 | 23,271.24 | 0.00 | 0.00 | 23,271.24 | 100.00% | 0.00 | 2,327.13

144
146

MANHOLE 14-16
MANHOLE 16-18

72,541.81
55,736.56

72,541.81
55,736.56

0.00
0.00

0.00
0.00

72,541.81
55,736.56

100.00%
100.00%

0.00
0.00

7,254.18
5,573.65

148 | MANHOLE 18-20 | 44,703.48 | 44,703.48 | 0.00 | 0.00 | 44,703.48 | 100.00% | 0.00 | 4,470.36
150 | MANHOLE 20-22 | 39,410.00 | 39,410.00 | 0.00 | 0.00 | 39,410.00 | 100.00% | 0.00 | 3,941.00
152 | MANHOLE 22-24 | 34,359.56 | 34,359.56 | 0.00 | 0.00 | 34,359.56 | 100.00% | 0.00 | 3,435.96
154 | MANHOLE 24-26 | 35,438.12 | 35,438.12 | 0.00 | 0.00 | 35,438.12 | 100.00% | 0.00 | 3,543.81
156 | MANHOLE 34-36 | 12,058.31 | 12,058.31 | 0.00 | 0.00 | 12,058.31 | 100.00% | 0.00 | 1,205.83

158
160

SINGLE LATERAL DOUBLE LATERAL

44,011.20
184,816.96

44,011.20
184,816.96

0.00
0.00

0.00
0.00

44,011.20
184,816.96

100.00%
100.00%

0.00
0.00

4,401.13
18,481.70

162 | CLEAN SANITARY LINES | 33,382.08 | 26,705.66 | 6,676.42 | 0.00 | 33,382.08 | 100.00% | 0.00 | 3,338.20

A | B | C | D	E | F | G | | H | I |

Item No.

Description of Work

Scheduled Value

Work Completed

Materials Presently Stored

(Not in D or E)

Total Completed
and Stored To Date
(D+E+F)

% (G / C)

Balance To Finish (C-G)

Retainage

| | | FromPrevious Application (D+E) | This Period In Place | | | | |

164
166
168
170
172
174
CO#01-02 CO#01-03 CO#01-04 CO#01-05 CO#01-06 CO#01-07 CO#01-08 CO#01-09 CO#01-10 CO#01-11 CO#01-12 CO#01-13 CO#01-14 CO#01-15 CO#01-16 CO#01-17 CO#01-18 CO#01-19 CO#01-20 CO#01-21 CO#01-22 CO#01-23 CO#01-24 CO#01-25 CO#01-26
CO#01-27

TEST SANITARY LINES
T.V. SANITAAY LINES TIE TO EXISTING OPEN CUT -SANITARY DROP CONNECTION WELL POINTS
8" PVC 8-10 SDR 26
8" PVC 10-12 SDR 26
8" PVC 12-14 SDR 26
8" PVC 14-16 SDR 26
8" PVC 16-18 SDR 26
8" PVC 18-20 SDR 26
8" PVC 20-22 SDR 26
8" PVC 22-24 SDR 26
8" PVC 24-26 SDR 26
8" PVC 26-28 SDR 26
8" PVC 28-30 SDR 26
8" PVC 30-32 SDR 26
8" PVC 32-34 SDR 26
MANHOLE 0-6 MANHOLE6-8 MANHOLE 8-10
MANHOLE 12-14
MANHOLE 14-16
MANHOLE 16-18
MANHOLE 18-20
MANHOLE 20-22
MANHOLE 22-24
MANHOLE 24-26
MANHOLE 28-30
MANHOLE 34-36 SINGLE LATERAL

27,786.24
36,662.40
9,893.40
7,561.51
20,829.20
129,065.13
121.85
684.25
8,573.03
35,481.60
5,978.88
-3,609.76
-36,108.32
-39,045.10
-1,192.80
6,365.76
-2,300.76
-11,854.74
-13,870.76
4,010.10
-4,315.25
-4,848.95
34,906.86
13,189.42
-34,835.40
14,901.16
-7,882.00
-17,179.78
-8,859.53
10,910.41
-12,058.31
-916.89

27,786.24
36,662.40
0.00
7,561.51
20,829.20
129,065.13
121.85
684.25
8,573.03
35,481.60
5,978.88
-3,609.76
-36,108.32
-39,045.10
-1,192.80
6,365.76
-2,300.76
-11,854.74
-13,870.76
4,010.10
-4,315.25
-4,848.95
34,906.86
13,189.42
-34,835.40
14,901.16
-7,882.00
-17,179.78
-8,859.53
10,910.41
-12,058.31
-916.89

0.00
0.00
9,893.40
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00

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

27,786.24
36,662.40
9,893.40
7,561.51
20,829.20
129,065.13
121.85
684.25
8,573.03
35,481.60
5,978.88
-3,609.76
-36,108.32
-39,045.10
-1,192.80
6,365.76
-2,300.76
-11,854.74
-13,870.76
4,010.10
-4,315.25
-4,848.95
34,906.86
13,189.42
-34,835.40
14,901.16
-7,882.00
-17,179.78
-8,859.53
10,910.41
-12,058.31
-916.89

100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%

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

2,778.62
3,666.24
989.34
756.15
2,082.92
12,906.51
12.19
68.43
857.30
3,548.16
597.89
-360.98
-3,610.83
-3,904.51
-119.28
636.58
-230.08
-1,185.47
-1,387.08
401.01
-431.53
-484.90
3,490.68
1,318.94
-3,483.54
1,490.12
-788.20
-1,717.98
-885.95
1,091.04
-1,205.83
-91.69

Use Column I on Contracts where variable retainage for line items may apply.
^Invoice#:	^2118-12	Contract:  2118. Wind Meadows Ph 1
Architect's Project No.:

A | B | C | D	E | F | G | | H | I |

Item No.

Description of Work

Scheduled Value

Work Completed

Materials Presently Stored

(Not in D or E)

Total Completed
and Stored To Date
(D+E+F)

%
(GI C)

Balance To Finish (C-G)

Retainage

| | | From Previous Application (D+E) | This Period In Place | | | | |

CO#01-28 CO#01-29 CO#01-30 CO#01-31 CO#01-32 CO#01-33 CO#01-34 CO#03-01 CO#03-02 CO#03-03 CO#03-04 CO#03-05 CO#03-06 CO#03-07

DOUBLE LATERAL CLEAN SANITARY LINES 8" PVC 34-36 SOR 26 TEST SANITARY LINES TV SANITARY LINES OPEN CUT SANITARY
UPGRADE EX LIFT STATION 6" PVC 0-6
SANITARY FITTINGS 6" CLEANOUT
CLEAN SANITARY LINES TEST SANITARY LINES MANHOLE RISERS GENERATOR UPGRADE
SANITARY Totals

1,004.44
-38.06
-14,067.60
-31.68
-41.80
-7,561.51
346,940.68
4,181.10
604.26
1,400.15
363.30
304.50
960.00
44,778.00
2,060,031.75

1,004.44
-38.06
-14,067.60
-31.68
-41.80
-7,561.51
69,388.14
4,181.10
604.26
1,400.15
290.64
304.50
960.00
0.00
1,721,058.73

0.00
0.00
0.00
0.00
0.00
0.00
277,552.54
0.00
0.00
0.00
72.66
0.00
0.00
44,778.00
338,973.02

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

1,004.44
-38.06
-14,067.60
-31.68
-41.80
-7,561.51
346,940.68
4,181.10
604.26
1,400.15
363.30
304.50
960.00
44,778.00
2,060,031.75

100.00%
100.00%
100.00%
100.00%
10000%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%

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

100.45
-3.80
-1,406.76
-3.16
-4.18
-756.15
34,694.06
418.11
60.42
140.02
36.33
30.45
96.00
4,477.80
206,003.23

Bill Group:

CO#05-07 CO#05-09

Bill Group:

CO#05-04

amGroup:

CO#05-05

162030 MISC

DEMO EX DRIVEWAYS (CREWS LK RD)
DEMO EX DRIVEWAY (E.F. GRIFFIN)
MISC Totals

162081 EARTHWORK

REGRADE BEHIND LOTS 92 -98
EARTHWORK Totals

162083 ROADWORK

ASPHALT LEVELING (CREWS LK RD)

386.40

111.20

497.60

10,118.00
10,118.00

125,097.00

0.00

0.00

0.00

0.00
0.00

0.00

0.00

0.00

0.00

10,118.00
10,118.00

125,097.00

0.00

0.00

0.00

0.00
0.00

0.00

0.00

0.00

0.00

10,118.00
10,118.00

125,097.00

0.00%

0.00%

0.00%

100.00%
100.00%

100.00%

386.40

111.20

497.60

0.00
0.00

0.00

0.00

0.00

0.00

1,011.80
1,011.80

12,509.70

A | B | C | D	^E | F | G | | H | I |

Item
No.

Description of Work

Scheduled Value

Work Completed

Materials Presently Stored

(Not in D or E)

Total Completed
and Stored To Date
(D+E+F)

% (G /C)

Balance To Finish (C-G)

Retainage

| | | FromPrevious Application (D+E) | This Period In Place | | | | |

CO#05-06 CO#05-08 CO#05-10

1.25" MILL EXISTING (CREWS LK)
6" CONG. DRIVE (CREWS LK RD)
6" CONG. DRIVE (E.F. GRIFFIN)
ROADWORK Totals

-8,621.10
2,875.60
821.60
120,173.10

0.00
0.00
0.00
0.00

-8,621.10
0.00
0.00
116,475.90

0.00
0.00
0.00
0.00

-8,621.10
0.00
0.00
116,475.90

100.00%
0.00%
0.00%
96.92%

0.00
2,875.60
821.60
3,697.20

-862.11
0.00
0.00
11,647.59

Bill Group:

CO#05-01 CO#05-02

Bill Group:

CO#05-03

Bill Group:

202
204
206
208
210
212
214
216
218
220
222
224
226
228

162086 STORM

MODIFY EX STRUCTURE (S-3) MODIFY EX STRUCTURE (50-33)
STORM Totals

162087 WATER/REUSE

IRRIGATION SERVICE 2"
WATER/REUSE Totals

200 STORM

15" RCP
18" RCP
24" RCP
30" RCP
36" RCP
42" RCP
48" RCP
STORM MANHOLE J MANHOLE
15" MES
18" MES
24" MES
30" MES
36" MES

1,542.41
1,670.81
3,213.22

1,772.34
1,772.34

118,161.12
218,800.32
207,743.36
150,855.68
187,326.32
4,876.00
53,254.64
50,674.60
25,528.65
4,223.40
1,557.26
3,974.80
1,922.68
11,687.05

0.00
0.00
0.00

0.00
0.00

118,161.12
218,800.32
207,743.36
150,855.68
187,326.32
4,876.00
53,254.64
50,674.60
25,528.65
4,223.40
1,557.26
3,974.80
1,922.68
11,687.05

1,542.41
1,670.81
3,213.22

0.00
0.00

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

0.00
0.00
0.00

0.00
0.00

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

1,542.41
1,670.81
3,213.22

0.00
0.00

118,161.12
218,800.32
207,743.36
150,855.68
187,326.32
4,876.00
53,254.64
50,674.60
25,528.65
4,223.40
1,557.26
3,974.80
1,922.68
11,687.05

100.00%
100.00%
100.00%

0.00%
0.00%

100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%

0.00
0.00
0.00

1,772.34
1,772.34

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

154.24
167.08
321.32

0.00
0.00

11,816.11
21,880.04
20,774.34
15,085.57
18,732.63
487.60
5,325.46
5,067.46
2,552.87
422.34
155.73
397.49
192.26
1,168.70

A | B | C | D	^E | F | G | | H | I |

Item
No.

Description of Work

Scheduled Value

Work Completed

Materials Presently Stored

(Not in D or E)

Total Completed and Stored
To Date
(D+E+F)

%
(G / C)

Balance To Finish (C-G)

Retainage

| | | From Previous Application (D+E) | This Period In Place | | | | |

230
232
234
236
238
240
242
244
246
248
250
252
254
256
CO#01-35 CO#01-36 CO#01-37 CO#01-38 CO#01-39 CO#01-40 CO#01-41 CO#01-42 CO#01-43 CO#01-44 CO#01-45 CO#01-46 CO#01-47 CO#01-48 CO#01-49 CO#03-08 CO#03-09
CO#03-10

42" MES
48" MES P-5 INLET P-6 INLET J-5 INLET J-6 INLET
TYPEVINLET
V INLET W/ J BOTTOM
C CONTROL STRUCTURE UNDERDRAIN FILTER SPLASH PAD
CLEAN STORM STORM INSPECTION RIP RAP
15" RCP
18" RCP
24" RCP
STORM MANHOLE J MANHOLE
15" MES
P-5 INLET P-6 INLET J-5 INLET J-6 INLET
TYPE E INLET OVERFLOW WEIR SPLASH PAD CLEAN STORM
STROM INSPECTION 18" RCP
24" RCP
STORM MANHOLE

2,853.97
3,459.37
247,698.16
85,959.51
58,651.30
80,054.38
7,011.44
12,825.26
27,300.56
9,485.28
9,365.49
47,297.20
38,016.24
49,888.50
11,214.72
-16,003.52
15,214.40
2,533.73
3,688.04
-1,407.80
18,213.10
-4,093.31
5,901.64
5,716.56
3,211.04
6,174.92
-3,121.50
614.80
494.16
17,615.28
6,657.28
2,533.73

2,853.97
3,459.37
247,698.16
85,959.51
58,651.30
80,054.38
7,011.44
12,825.26
27,300.56
0.00
9,365.49
47,297.20
38,016.24
49,888.50
11,214.72
-16,003.52
15,214.40
2,533.73
3,688.04
-1,407.80
18,213.10
-4,093.31
5,901.64
5,716.56
3,211.04
0.00
-3,121.50
614.80
494.16
17,615.28
6,657.28
2,533.73

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6,174.92
0.00
0.00
0.00
0.00
0.00
0.00

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

2,853.97
3,459.37
247,698.16
85,959.51
58,651.30
80,054.38
7,011.44
12,825.26
27,300.56
0.00
9,365.49
47,297.20
38,016.24
49,888.50
11,214.72
-16,003.52
15,214.40
2,533.73
3,688.04
-1,407.80
18,213.10
-4,093.31
5,901.64
5,716.56
3,211.04
6,174.92
-3,121.50
614.80
494.16
17,615.28
6,657.28
2,533.73

100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
0.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
9,485.28
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00

285.40
345.94
24,769.81
8,595.96
5,865.13
8,005.44
701.15
1,282.53
2,730.06
0.00
936.56
4,729.72
3,801.62
4,988.85
1,121.47
-1,600.36
1,521.44
253.37
368.80
-140.78
1,821.31
-409.33
590.16
571.66
321.11
617.49
-312.16
61.48
49.42
1,761.53
665.73
253.37

A | B | C | D | E | F | G | | H | I

Item
No.

Description of Work

Scheduled
Value

Work Completed

Materials Presently Stored

Total Completed and Stored
To Date

% (G /C)

Balance To Finish (C-G)

Retainage

| | | FromPrevious Application (O+E) | This Period In Place | | | | |
| | | | | (Not in D or E) | (D+E+F) | | |

CO#03-11

24" MES

993.70

993.70

0.00

0.00

993.70

100.00%

0.00
0.00
0.00
0.00
0.00
0.00
0.00
9,485.28

99.37
1,766.02
142.12
104.02
154.76
124.39
713.39
181,716.55

CO#03-12 | TYPE F INLET | 17,660.20 | 17,660.20 | 0.00 | 0.00 | 17,660.20 | 100.00% | |
CO#03-13 | TIE TO EXISTING STR | 1,421.24 | 1,421.24 | 0.00 | 0.00 | 1,421.24 | 100.00% | |
CO#03-14 | SPLASH PAD | 1,040.19 | 1,040.19 | 0.00 | 0.00 | 1,040.19 | 100.00% | |

CO#03-15 CO#03-16

CLEAN STORM STORM INSPECTION

1,547.60
1,243.92

0.00
0.00

1,547.60
1,243.92

0.00
0.00

1,547.60
1,243.92

100.00%
100.00%

CO#03-17 | WATER SERVICE | 7,133.85 | 7,133.85 | 0.00 | 0.00 | 7,133.85 | 100.00% | |
| STORM Totals | 1,826,650.51 | 1,808,198.79 | 8,966.44 | 0.00 | 1,817,165.23 | 99.48% | |
13ill Group: | 300 WATER | | | | | | 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% | 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 | 884.31 433.15 44,969.28 8,853.36 5,091.60 20,033.33 5,184.81 191.80 6,395.03 1,449.14 12,246.49 1,352.75 957.04 246.88 792.72 4,242.64 138.20 876.67 549.70 269.90 327.95 -273.44
302 | 4"PVC | 8,843.00 | 8,843.00 | 0.00 | 0.00 | 8,843.00 | | |
304 | 6"PVC | 4,331.60 | 4,331.60 | 0.00 | 0.00 | 4,331.60 | | |
306 | 8" PVC | 449,692.80 | 449,692.80 | 0.00 | 0.00 | 449,692.80 | | |
308 | 12" P'vC | 88,533.60 | 88,533.60 | 0.00 | 0.00 | 88,533.60 | | |
310 | WM SINGLE SERVICE | 50,916.01 | 50,916.01 | 0.00 | 0.00 | 50,916.01 | | |
312 | WM DOUBLE SERVICE | 200,333.28 | 200,333.28 | 0.00 | 0.00 | 200,333.28 | | |
314 | WATER FITTINGS | 51,848.16 | 51,848.16 | 0.00 | 0.00 | 51,848.16 | | |
316 | 4" GATE VALVE | 1,918.08 | 1,918.08 | 0.00 | 0.00 | 1,918.08 | | |
318 | 8" GATE VALVE | 63,950.25 | 63,950.25 | 0.00 | 0.00 | 63,950.25 | | |
320 | 12" GATE VALVE | 14,491.30 | 14,491.30 | 0.00 | 0.00 | 14,491.30 | | |
322 | FIRE HYDRANT | 122,464.75 | 122,464.75 | 0.00 | 0.00 | 122,464.75 | | |
324 | FIRE HYDRANT DIRECT TAP | 13,527.46 | 13,527.46 | 0.00 | 0.00 | 13,527.46 | | |
326 | 2" BLOW OFF | 9,570.33 | 9,570.33 | 0.00 | 0.00 | 9,570.33 | | |

328
330

2" JUMPER
12"WET TAP

2,468.82
7,927.23

2,468.82
7,927.23

0.00
0.00

0.00
0.00

2,468.82
7,927.23

332 | TEST WATER LINES | 42,426.40 | 42,426.40 | 0.00 | 0.00 | 42,426.40 | | |
334 | TIE TO EXISTING WATER | 1,381.91 | 1,381.91 | 0.00 | 0.00 | 1,381.91 | | |
336 | SAMPLE POINTS | 8,766.73 | 8,766.73 | 0.00 | 0.00 | 8,766.73 | | |
CO#01-50 | 4"PVC | 5,497.00 | 5,497.00 | 0.00 | 0.00 | 5,497.00 | | |
CO#01-51 | WATTER FITTINGS | 2,698.97 | 2,698.97 | 0.00 | 0.00 | 2,698.97 | | |

CO#01-52 CO#01-53

8" GATE VALVE
2" BLOW OFF

3,279.50
-2,734.38

3,279.50
-2,734.38

0.00
0.00

0.00
0.00

3,279.50
-2,734.38

A | B | C | D | E | F | G | | H | I

Item No.

Description of Work

Scheduled Value

Work Completed

Materials Presently Stored

Total Completed
and Stored To Date

%
(G / C)

Balance To Finish (C-G)

Retainage

| | | From Previous Application (D+E) | ThisPeriod In Place | | | | |
| | | | | (Not in D or E) | (D+E+F) | | |
CO#01-54 | TEST WATER LINES | 868.80 | 868.80 | 0.00 | 0.00 | 868.80 | 100.00% | 0.00 | 86.88
CO#01-55 | SAMPLE POINTS | 1,031.38 | 1,031.38 | 0.00 | 0.00 | 1,031.38 | 100.00% | 0.00 | 103.14
CO#03-18 | 2" BACKFLOW PREVENTER | 5,075.84 | 5,075.84 | 0.00 | 0.00 | 5,075.84 | 100.00% | 0.00 | 507.58
| WATER Totals | 1,159,108.82 | 1,159,108.82 | 0.00 | 0.00 | 1,159,108.82 | 100.00% | 0.00 | 115,910.91
Bill Group: | 400 PAVING | | | | | | | |
402 | ASPHALT 1.5" | 395,970.30 | 395,970.30 | 0.00 | 0.00 | 395,970.30 | 100.00% | 0.00 | 39,597.04
404 | ASPHALT 2" | 208,741.10 | 208,741.10 | 0.00 | 0.00 | 208,741.10 | 100.00% | 0.00 | 20,874.11
406 | LIMEROCK6" | 517,878.90 | 517,878.90 | 0.00 | 0.00 | 517,878.90 | 100.00% | 0.00 | 51,787.90
408 | LIMEROCK8" | 282,698.40 | 282,698.40 | 0.00 | 0.00 | 282,698.40 | 100.00% | 0.00 | 28,269.84
410 | STABILIZER 12" | 386,555.00 | 386,555.00 | 0.00 | 0.00 | 386,555.00 | 100.00% | 0.00 | 38,655.50
412 | DROP CURB | 660,445.20 | 660,445.20 | 0.00 | 0.00 | 660,445.20 | 100.00% | 0.00 | 66,044.52
414 | D CURB | 10,259.20 | 10,259.20 | 0.00 | 0.00 | 10,259.20 | 100.00% | 0.00 | 1,025.92
416 | VALLEY GUTTER | 20,160.80 | 20,160.80 | 0.00 | 0.00 | 20,160.80 | 100.00% | 0.00 | 2,016.08
418 | 5' SIDEWALK 6" THICK | 5,377.15 | 5,377.15 | 0.00 | 0.00 | 5,377.15 | 100.00% | 0.00 | 537.72
420 | 5' SIDEWALK 4" THICK | 357,874.65 | 357,874.65 | 0.00 | 0.00 | 357,874.65 | 100.00% | 0.00 | 35,787.47
422 | 5' WHEEL CHAIR RAMP | 84,457.80 | 84,457.80 | 0.00 | 0.00 | 84,457.80 | 100.00% | 0.00 | 8,445.79
424 | SIGNS-PAVEMENT MARKINGS | 18,831.54 | 18,831.54 | 0.00 | 0.00 | 18,831.54 | 100.00% | 0.00 | 1,883.15
CO#01-56 | 5' SIDEWALK 6" THICK | 786.90 | 786.90 | 0.00 | 0.00 | 786.90 | 100.00% | 0.00 | 78.70
CO#01-57 | 5' SIDEWALK 4" THICK | 1,254.60 | 1,254.60 | 0.00 | 0.00 | 1,254.60 | 100.00% | 0.00 | 125.46
CO#01-78 | 6" CONCRETE PAVING | 2,012.50 | 0.00 | 2,012.50 | 0.00 | 2,012.50 | 100.00% | 0.00 | 201.25
CO#01-79 | LIMEROCK 14" (FULL DEPTH) | 27,636.00 | 27,636.00 | 0.00 | 0.00 | 27,636.00 | 100.00% | 0.00 | 2,763.60
CO#01-80 | STABILIZED SHOULDER | 17,311.80 | 17,311.80 | 0.00 | 0.00 | 17,311.80 | 100.00% | 0.00 | 1,731.19
CO#01-81 | TYPE F CURB | 3,258.50 | 3,258.50 | 0.00 | 0.00 | 3,258.50 | 100.00% | 0.00 | 325.85
CO#03-19 | ASPHALT 1.5" | 32,848.60 | 0.00 | 32,848.60 | 0.00 | 32,848.60 | 100.00% | 0.00 | 3,284.86
CO#03-20 | LIMEROCK6" | 42,961.80 | 17,184.72 | 25,777.08 | 0.00 | 42,961.80 | 100.00% | 0.00 | 4,296.18
CO#03-21 | STABILIZER 12" | 18,335.00 | 9,167.50 | 9,167.50 | 0.00 | 18,335.00 | 100.00% | 0.00 | 1,833.50
CO#03-22 | D CURB | 18,995.55 | 0.00 | 18,995.55 | 0.00 | 18,995.55 | 100.00% | 0.00 | 1,899.56
CO#03-23 | VALLEY GUTTER | 4,518.80 | 2,259.40 | 2,259.40 | 0.00 | 4,518.80 | 100.00% | 0.00 | 451.88
CO#03-24 | 5' SIDEWALK 4" THICK | 4,184.00 | 1,673.60 | 0.00 | 0.00 | 1,673.60 | 40.00% | 2,510.40 | 167.36
CO#03-25 | 5' SIDEWALK THICKENED EDGE | 17,640.00 | 0.00 | 8,820.00 | 0.00 | 8,820.00 | 50.00% | 8,820.00 | 882.00
CO#03-26 | 7' SIDEWALK 4" THICKENED | 368.10 | 0.00 | 73.62 | 0.00 | 73.62 | 20.00% | 294.48 | 7.36

A | B | C | D | E | F | G | | H | I

Item No.

Description of Work

Scheduled Vakle

Work Completed

Materials Presently

Total Completed

%
(G f C)

Balance To Finish

Retainage

| | | FromPrevious | This Period | | | | |
| | | Application (D+E) | In Place | Stored | and Stored To Date | | (C-G) |
| | | | | (Not In D or E) | (D+E+F) | | |

C0#03-27 C0#03-28 C0#03-29 C0#04-01

7' SIDEWALK THICKENED EDGE
1O' SIDEWALK 4" THICK
5' WHEEL CHAIR RAMP SIGNS - MARKINGS

3,471.30
321.70
8,043.60
-6,755.79

0.00
0.00
1,608.72
-6,755.79

694.26
0.00
0.00
0.00

0.00
0.00
0.00
0.00

694.26
0.00
1,608.72
-6,755.79

20.00%
0.00%
20.00%
100.00%

2,777.04
321.70
6,434.88
0.00

69.43
0.00
160.87
-675.58

| PAVING Totals | 3,146,443.00 | 3,024,635.99 | 100,648.51 | 0.00 | 3,125,284.50 | 99.33% | 21,158.50 | 312,528.51
Bill Group: | 500 EARTHWORK | | | | | | | |
502 | INLET PROTECTION | 14,883.57 | 14,883.57 | 0.00 | 0.00 | 14,883.57 | 100.00% | 0.00 | 1,488.37
504 | SILT FENCE | 22,193.20 | 22,193.20 | 0.00 | 0.00 | 22,193.20 | 100.00% | 0.00 | 2,219.32
506 | CLEARING - BURN ON SITE | 1,566.54 | 1,566.54 | 0.00 | 0.00 | 1,566.54 | 100.00% | 0.00 | 156.65
508 | MOWAND DISK | 40,639.20 | 40,639.20 | 0.00 | 0.00 | 40,639.20 | 100.00% | 0.00 | 4,063.92
510 | EXCAVATION | 535,498.60 | 535,498.60 | 0.00 | 0.00 | 535,498.60 | 100.00% | 0.00 | 53,549.87
512 | EMBANKMENT | 170,653.40 | 170,653.40 | 0.00 | 0.00 | 170,653.40 | 100.00% | 0.00 | 17,065.35
514 | POND GRADING | 21,167.00 | 21,167.00 | 0.00 | 0.00 | 21,167.00 | 100.00% | 0.00 | 2,116.70
516 | PAD GRADING | 70,715.84 | 70,715.84 | 0.00 | 0.00 | 70,715.84 | 100.00% | 0.00 | 7,071.59
518 | R/WGRADING | 32,934.20 | 32,934.20 | 0.00 | 0.00 | 32,934.20 | 100.00% | 0.00 | 3,293.42
520 | SLOPE GRADING | 29,081.10 | 29,081.10 | 0.00 | 0.00 | 29,081.10 | 100.00% | 0.00 | 2,908.12
522 | POND SOD | 71,829.00 | 71,829.00 | 0.00 | 0.00 | 71,829.00 | 100.00% | 0.00 | 7,182.90
524 | R/WSOD | 46,481.85 | 34,861.39 | 11,620.46 | 0.00 | 46,481.85 | 100.00% | 0.00 | 4,648.19
526 | SEED & MULCH | 95,220.00 | 95,220.00 | 0.00 | 0.00 | 95,220.00 | 100.00% | 0.00 | 9,522.00
528 | STRIP SOD | 17,760.60 | 15,096.51 | 2,664.09 | 0.00 | 17,760.60 | 100.00% | 0.00 | 1,776.06
530 | SLOPE SOD | 113,580.90 | 113,580.90 | 0.00 | 0.00 | 113,580.90 | 100.00% | 0.00 | 11,358.10
532 | DEMO CONC. OW | 415.20 | 415.20 | 0.00 | 0.00 | 415.20 | 100.00% | 0.00 | 41.52
534 | DEMO FENCE | 8,664.00 | 8,664.00 | 0.00 | 0.00 | 8,664.00 | 100.00% | 0.00 | 866.40
536 | DEMO EX PAVING | 5,906.40 | 5,906.40 | 0.00 | 0.00 | 5,906.40 | 100.00% | 0.00 | 590.64
C0#01-58 | INLET PROTECTION | 763.26 | 763.26 | 0.00 | 0.00 | 763.26 | 100.00% | 0.00 | 76.32
C0#01-59 | EXCAVATION | 37,714.04 | 37,714.04 | 0.00 | 0.00 | 37,714.04 | 100.00% | 0.00 | 3,771.40
C0#01-60 | EMBANKMENT | 12,018.76 | 12,018.76 | 0.00 | 0.00 | 12,018.76 | 100.00% | 0.00 | 1,201.88
C0#01-61 | POND OVER EXCAVATION | 101,725.00 | 101,725.00 | 0.00 | 0.00 | 101,725.00 | 100.00% | 0.00 | 10,172.50
C0#01-62 | EXCAVATE/DISPOSE UNSUITABLE | 2,581.53 | 2,581.53 | 0.00 | 0.00 | 2,581.53 | 100.00% | 0.00 | 258.15
C0#01-63 | R/WGRADING | 1,118.30 | 1,118.30 | 0.00 | 0.00 | 1,118.30 | 100.00% | 0.00 | 111.83
C0#01-64 | SLOPE GRADING | -6,598.50 | -6,598.50 | 0.00 | 0.00 | -6,598.50 | 100.00% | 0.00 | -659.85

A | B | C | D | E | F | G | | H | I

Item No.

Description of Work

Scheduled Value

Work Completed

Materials Presently Stored

Total Completed and Stored
To Date

%
(G / CJ

Balance To Finish (C-G)

Retainage

| | | FromPrevious Application (D+E) | This Period In Place | | | | |
| | | | | (Not in D or E) | (D+E+F) | | |
CO#01-65 | BERM GRADING | 9,634.95 | 9,634.95 | 0.00 | 0.00 | 9,634.95 | 100.00% | 0.00 | 963.49
CO#01-66 | R/WSOD | 1,956.15 | 1,467.11 | 489.04 | 0.00 | 1,956.15 | 100.00% | 0.00 | 195.61
CO#01-67 | SEED & MULCH | -3,105.00 | -3,105.00 | 0.()() | 0.00 | -3,105.00 | 100.00% | 0.00 | -310.50
CO#01-68 | SLOPE SOD | -25,771.50 | -25,771.50 | 0.00 | 0.00 | -25,771.50 | 100.00% | 0.00 | -2,577.16
CO#01-69 | BERM SOD | 32,695.65 | 19,617.39 | 0.00 | 0.00 | 19,617.39 | 60.00% | 13,078.26 | 1,961.74
CO#01-82 | REMOVE-REPLACE PAVERS | 5,822.25 | 0.00 | 5,822.25 | 0.00 | 5,822.25 | 100.00% | 0.00 | 582.23
CO#01-83 | DEMO EX PAVING | 1,766.40 | 1,766.40 | 0.00 | 0.00 | 1,766.40 | 100.00% | 0.00 | 176.64
CO#03-30 | MAIL KIOSK 4" THICK | 5,057.80 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00% | 5,057.80 | 0.00
CO#03-31 | BIKE PAD 4" THICK | 1,254.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00% | 1,254.00 | 0.00
CO#03-32 | INLET PROTECTION | 636.05 | 95.41 | 540.64 | 0.00 | 636.05 | 100.00% | 0.00 | 63.60
CO#03-33 | EXCAVATION | 8,699.60 | 8,699.60 | 0.00 | 0.00 | 8,699.60 | 100.00% | 0.00 | 869.96
CO#03-34 | EMBANKMENT | 162.40 | 162.40 | 0.00 | 0.00 | 162.40 | 100.00% | 0.00 | 16.24
CO#03-35 | R/WGRADING | 1,187.20 | 0.00 | 296.80 | 0.00 | 296.80 | 25.00% | 890.40 | 29.68
CO#03-36 | SLOPE GRADING | 62.40 | 0.00 | 62.40 | 0.00 | 62.40 | 100.00% | 0.00 | 6.24
CO#03-37 | R/WSOD | 2,912.49 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00% | 2,912.49 | 0.00
CO#03-38 | SLOPE SOD | 248.40 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00% | 248.40 | 0.00
CO#03-39 | SEED & MULCH | 1,552.50 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00% | 1,552.50 | 0.00
| EARTHWORK Totals | 1,493,284.73 | 1,446,795.20 | 21,495.68 | 0.00 | 1,468,290.88 | 98.33% | 24,993.85 | 146,829.12
Bill Group: | 700 OFFSITE | | | | | | | |
702 | EXCAVATE AND GRADE OFFSITE | 6,341.58 | 6,341.58 | 0.00 | 0.00 | 6,341.58 | 100.00% | 0.00 | 634.16
704 | ASPHALT 1" OVERLAY | 36,394.40 | 36,394.40 | 0.00 | 0.00 | 36,394.40 | 100.00% | 0.00 | 3,639.44
706 | ASPHALT 1.50" | 25,854.20 | 25,854.20 | 0.00 | 0.00 | 25,854.20 | 100.00% | 0.00 | 2,585.42
708 | 1" MILL EXISTING | 5,747.40 | 0.00 | 5,747.40 | 0.00 | 5,747.40 | 100.00% | 0.00 | 574.74
710 | LIMEROCK 14" (FULL DEPTH) | 67,642.40 | 67,642.40 | 0.00 | 0.00 | 67,642.40 | 100.00% | 0.00 | 6,764.24
712 | STABILIZED SHOULDER | 19,593.20 | 19,593.20 | 0.00 | 0.00 | 19,593.20 | 100.00% | 0.00 | 1,959.32
714 | 5' SIDEWALK 4" THICK | 41,141.30 | 41,141.30 | 0.00 | 0.00 | 41,141.30 | 100.00% | 0.00 | 4,114.14
716 | WHEEL CHAIR RAMP | 2,983.14 | 2,983.14 | 0.00 | 0.00 | 2,983.14 | 100.00% | 0.00 | 298.31
718 | SIGNS-PAVEMENT MARKINGS | 14,963.23 | 14,963.23 | 0.00 | 0.00 | 14,963.23 | 100.00% | 0.00 | 1,496.32
720 | R/W GRADING - OFFSITE | 2,782.50 | 2,226.00 | 556.50 | 0.00 | 2,782.50 | 100.00% | 0.00 | 278.25
722 | R/W SOD - OFFSITE | 7,679.70 | 6,143.76 | 0.00 | 0.00 | 6,143.76 | 80.00% | 1,535.94 | 614.38
724 | MOT | 15,487.15 | 15,487.15 | 0.00 | 0.00 | 15,487.15 | 100.00% | 0.00 | 1,548.72

A | B | C | D | E | F | G | | H | I
Item | Description of Work | Scheduled | Work Completed | Materials | Total | % | Balance | Retainage |
No. | | Value | FromPrevious | This Period | Presently | Completed | (G /C) | To Finish |
| | | Application (D+E) | In Place | Stored | and Stored To Date | | (C-G) |
| | | | | (Not in D or E) | (D+E+F) | | |
CO#01-70 | ASPHALT 1" OVERLAY | -36,394.40 | -36,394.40 | 0.00 | 0.00 | -36,394.40 | 100.00% | 0.00 | -3,639.44
CO#01-71 | ASPHALT 1.25" OVERLAY | 49,955.20 | 49,955.20 | 0.00 | 0.00 | 49,955.20 | 100.00% | 0.00 | 4,995.52
CO#01-72 | SIGNS-PAVEMENT MARKINGS | 476.10 | 238.05 | 142.83 | 0.00 | 380.88 | 80.00% | 95.22 | 38.08
CO#01-73 | SILT FENCE | 4,350.50 | 4,350.50 | 0.00 | 0.00 | 4,350.50 | 100.00% | 0.00 | 435.05
CO#01-74 | EXCAVATE AND GRADE | 4,228.10 | 4,228.10 | 0.00 | 0.00 | 4,228.10 | 100.00% | 0.00 | 422.82
CO#01-75 | ASPHALT 1.25" OVERLAY | 48,790.20 | 48,790.20 | 0.00 | 0.00 | 48,790.20 | 100.00% | 0.00 | 4,879.02
CO#01-76 | ASPHALT 1.50" | 10,563.00 | 10,563.00 | 0.00 | 0.00 | 10,563.00 | 100.00% | 0.00 | 1,056.30
CO#01-77 | 1.25" MILL EXISTING | 8,621.10 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00% | 8,621.10 | 0.00
CO#01-84 | SIGNS-PAVEMENT MARKINGS | 11,031.95 | 8,825.56 | 0.00 | 0.00 | 8,825.56 | 80.00% | 2,206.39 | 882.56
CO#01-85 | R/WGRADING | 4,301.25 | 3,441.00 | 860.25 | 0.00 | 4,301.25 | 100.00% | 0.00 | 430.14
CO#01-86 | R/WSOD | 11,871.45 | 9,497.16 | 0.00 | 0.00 | 9,497.16 | 80.00% | 2,374.29 | 949.72
CO#01-87 | MOT | 15,487.15 | 13,938.44 | 0.00 | 0.00 | 13,938.44 | 90.00% | 1,548.71 | 1,393.84
| OFFSITE Totals | 379,891.80 | 356,203.17 | 7,306.98 | 0.00 | 363,510.15 | 95.69% | 16,381.65 | 36,351.05
aill Group: | 800 MISC | | | | | | | |
802 | SURVEY | 58,812.00 | 55,871.40 | 0.00 | 0.00 | 55,871.40 | 95.00% | 2,940.60 | 5,587.14
804 | ASBUILTS | 24,446.50 | 22,001.85 | 0.00 | 0.00 | 22,001.85 | 90.00% | 2,444.65 | 2,200.19
806 | MOBILIZATION | 16,966.81 | 16,118.47 | 848.34 | 0.00 | 16,966.81 | 100.00% | 0.00 | 1,696.68
808 | ENVIRONMENTAL | 2,800.45 | 2,800.45 | 0.00 | 0.00 | 2,800.45 | 100.00% | 0.00 | 280.05
810 | GEOTECH TESTING | 96,600.00 | 86,940.00 | 9,660.00 | 0.00 | 96,600.00 | 100.00% | 0.00 | 9,660.00
812 | 79 G LOT TESTING | 59,800.00 | 59,800.00 | 0.00 | 0.00 | 59,800.00 | 100.00% | 0.00 | 5,980.00
814 | S.W.P.P.P. | 3,450.00 | 3,105.00 | 0.00 | 0.00 | 3,105.00 | 90.00% | 345.00 | 310.50
816 | R/WPERMIT | 5,668.28 | 5,668.28 | 0.00 | 0.00 | 5,668.28 | 100.00% | 0.00 | 566.83
CO#01-01 | 8" PVC 6-8 SDR 26 | 85.44 | 85.44 | 0.00 | 0.00 | 85.44 | 100.00% | 0.00 | 8.54
CO#01-88 | SURVEY | 2,450.50 | 2,327.98 | 0.00 | 0.00 | 2,327.98 | 95.00% | 122.52 | 232.81
CO#01-89 | ASBUILTS | 2,499.30 | 2,249.37 | 0.00 | 0.00 | 2,249.37 | 90.00% | 249.93 | 224.95
CO#01-90 | R/W PERMIT | 4,447.83 | 4,447.83 | 0.00 | 0.00 | 4,447.83 | 100.00% | 0.00 | 444.78
CO#02-01 | 1" SINGLE POWER CROSSING | 14,937.60 | 14,937.60 | 0.00 | 0.00 | 14,937.60 | 100.00% | 0.00 | 1,493.76
CO#02-02 | 2.5" SINGLE POWER CROSSINGS | 87,584.00 | 87,584.00 | 0.00 | 0.00 | 87,584.00 | 100.00% | 0.00 | 8,758.40
CO#02-03 | 3" SINGLE POWER CROSSINGS | 11,315.20 | 11,315.20 | 0.00 | 0.00 | 11,315.20 | 100.00% | 0.00 | 1,131.52
CO#02-04 | 2" DOUBLE POWER CROSSINGS | 75,168.00 | 75,168.00 | 0.00 | 0.00 | 75,168.00 | 100.00% | 0.00 | 7,516.80
CO#02-05 | 4" IRRIGATION CROSSINGS | 7,968.00 | 7,968.00 | 0.00 | 0.00 | 7,968.00 | 100.00% | 0.00 | 796.80

A | B | C | D	E | F | G | | H | I |

Item
No.

Description of Work

Scheduled Value

Work Completed

Materials Presently Stored

(Not in D or E)

Total Completed and Stored
To Date
(D+E+F)

% (GI C)

Balance To Finish (C-G)

Retainage

| | | FromPrevious Application (D+E) | This Period In Place | | | | |

C0#02-06 CO#02-07

SURVEY FOR CROSSINGS SURVEY FOR POWER LAYOUT
MISC Totals

2,827.50
5,655.00
483,482.41

2,827.50
5,655.00
466,871.37

0.00
0.00
10,508.34

0.00
0.00
0.00

2,827.50
5,655.00
477,379.71

100.00%
100.00%
98.74%

0.00
0.00
6,102.70

282.75
565.50
47,738.00

Grand Totals | 10,684,667.28 | 9,982,872.07 | 617,706.09 | 0.00 | 10,600,578.16 | 99.21% | 84,089.12 | 1,060,058.08 |
APPLICATION AND CERTIFICAllE FOR PAYMENT	^Invoice#:  ^2118-13

ToOwner: Wind Meadow South, LLC 4900 Dundee Road

Winter Haven, FL 33884
From Contractor: Blue Ox Enterprises, LLC
500 North Way
Sanford, FL 32773
Contract For:

^Ptoject	^2118. ^Wind ^Meadows ^Ph1	Application No.:	13

Period To:	6/25/2022

Via Ar?hitect:
Project Nos:

Contract Date:

Distribution to: C=:J Owner C=:J Architect
c:::J Contractor
t:=I
C=:J
CONTRACTOR'S APPLICATION FOR. PAYMENT
Application is made for payment. as shown below, in connection with-the Contract. Continuation Sheet is attached.

The undersigned Contractor certifies that to the best of the Contractor's knowledge, information, and belief, the work covered by this Application for Payment has been completed in accordance with the Contract Documents. That all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issue	ayments received from the Owner, and that current payment shown
he in is now ue.
CPNTRACTOR:\	Blue Ox Enterprises, LLC

By:	'\.'-7..-::::::r::	Date: w'd'---\\ dB?J
s

b.	0.00% of Stored Material
$1,064,047.07
$0.00
Subscribe		mjJ1is	,=-L<(k Notary Pu	t'V'l/'-'Y. ..f/1,V?11JU,b,,/,ft!l? MyCommis			Of ?,;;).Q-6)0;)_?

dayof _J W'lR.. d0,;2.?
Total Retainage .......................... .
$1,064,047.07

ARCHITECT'S CERTIFICATE FOR PAYMENT
Inaccordance withthe Contract Documents, based onon-site obs]e?rva?o????ll!f!?°"-"""-'Vli.A.h..??
comprising the above application, the Architect certifies to the·Owner that to the best of the Architect's knowledge, information, and belief, the Work has progressed as indicated,
the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED.

AM0UNTCERTIFIED $ 35,901.02
(Attach explanation if amount certified differs from the amount applied. Initial all figures on this Application and on th, Continuation Sheet that are changed to conform wth the amount certified.)

ARCHITECT:
By:	D.ate:	
This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment, and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract.

Application and Certification for Payment, containirm Contractor's signed certification is attached.
In tabulations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage fQf line items may apply.
^Invoice#:	^2118-13	Contract:  2118. Wind Meadows Ph 1
Application No.:	13
Application Date :	06/25/22
To:	06/25/22
Architect's Project No.:

A | B | C | D | E | F | G | | H | I

Item No.

Description of Work

Scheduled Value

Work Completed

Materials Presently Stored

Total Completed
and Stored To Date

% (G /C)

Balance To Finish (C-G)

Retainage

| | | From Previous Application (D+E) | This Period In Place | | | | |
| | | | | (Not in D or E) | (D+E+F) | | |
8ill Group: | 100 SANITARY | | | | | | | |
102 | 8" PVC 0-6 SOR 26 | 18,593.40 | 18,593.40 | 0.00 | 0.00 | 18,593.40 | 100.00% | 0.00 | 1,859.34
104 | 8" PVC 6-8 SOR 26 | 105,518.40 | 105,518.40 | 0.00 | 0.00 | 105,518.40 | 100.00% | 0.00 | 10,551.85
106 | 8" PVC 8-10 SOR 26 | 60,364.49 | 60,364.49 | 0.00 | 0.00 | 60,364.49 | 100.00% | 0.00 | 6,036.45
108 | 8" PVC 10-12 SOR 26 | 41,739.25 | 41,739.25 | 0.00 | 0.00 | 41,739.25 | 100.00% | 0.00 | 4,173.93
110 | 8" PVC 12-14 SOR 26 | 45,064.18 | 45,064.18 | 0.00 | 0.00 | 45,064.18 | 100.00% | 0.00 | 4,506.43
112 | 8" PVC 14-16 SOR 26 | 40,785.92 | 40,785.92 | 0.00 | 0.00 | 40,785.92 | 100.00% | 0.00 | 4,078.60
114 | 8" PVC 16-18 SOR 26 | 69,172.32 | 69,172.32 | 0.00 | 0.00 | 69,172.32 | 100.00% | 0.00 | 6,917.24
116 | 8" PVC 18-20 SOR 26 | 84,993.44 | 84,993.44 | 0.00 | 0.00 | 84,993.44 | 100.00% | 0.00 | 8,499.35
118 | 8" PVC 20-22 SOR 26 | 83,908.34 | 83,908.34 | 0.00 | 0.00 | 83,908.34 | 100.00% | 0.00 | 8,390.84
120 | 8" PVC 22-24 SOR 26 | 70,870.54 | 70,870.54 | 0.00 | 0.00 | 70,870.54 | 100.00% | 0.00 | 7,087.06
122 | 8" PVC 24-26 SOR 26 | 50,992.20 | 50,992.20 | 0.00 | 0.00 | 50,992.20 | 100.00% | 0.00 | 5,099.21
124 | 8" PVC 26-28 SOR 26 | 8,821.14 | 8,821.14 | 0.00 | 0.00 | 8,821.14 | 100.00% | 0.00 | 882.12
126 | 8" PVC 28-30 SOR 26 | 10,099.36 | 10,099.36 | 0.00 | 0.00 | 10,099.36 | 100.00% | 0.00 | 1,009.93
128 | 8" PVC 30-32 SOR 26 | 11,854.74 | 11,854.74 | 0.00 | 0.00 | 11,854.74 | 100.00% | 0.00 | 1,185.47
130 | 8" PVC 32-34 SOR 26 | 13,870.76 | 13,870.76 | 0.00 | 0.00 | 13,870.76 | 100.00% | 0.00 | 1,387.08
132 | 8" PVC 34-36 SOR 26 | 14,067.60 | 14,067.60 | 0.00 | 0.00 | 14,067.60 | 100.00% | 0.00 | 1,406.75
134 | MANHOLE 0-6 | 28,070.70 | 28,070.70 | 0.00 | 0.00 | 28,070.70 | 100.00% | 0.00 | 2,807.07
136 | MANHOLE 6-8 | 94,935.50 | 94,935.50 | 0.00 | 0.00 | 94,935.50 | 100.00% | 0.00 | 9,493.55
138 | MANHOLE 8-10 | 63,036.35 | 63,036.35 | 0.00 | 0.00 | 63,036.35 | 100.00% | 0.00 | 6,303.63
140 | MANHOLE 10-12 | 16,705.17 | 16,705.17 | 0.00 | 0.00 | 16,705.17 | 100.00% | 0.00 | 1,670.52
142 | MANHOLE 12-14 | 23,271.24 | 23,271.24 | 0.00 | 0.00 | 23,271.24 | 100.00% | 0.00 | 2,327.13
144 | MANHOLE 14-16 | 72,541.81 | 72,541.81 | 0.00 | 0.00 | 72,541.81 | 100.00% | 0.00 | 7,254.18
146 | MANHOLE 16-18 | 55,736.56 | 55,736.56 | 0.00 | 0.00 | 55,736.56 | 100.00% | 0.00 | 5,573.65
148 | MANHOLE 18-20 | 44,703.48 | 44,703.48 | 0.00 | 0.00 | 44,703.48 | 100.00% | 0.00 | 4,470.36
150 | MANHOLE 20-22 | 39,410.00 | 39,410.00 | 0.00 | 0.00 | 39,410.00 | 100.00% | 0.00 | 3,941.00
152 | MANHOLE 22-24 | 34,359.56 | 34,359.56 | 0.00 | 0.00 | 34,359.56 | 100.00% | 0.00 | 3,435.96
154 | MANHOLE 24-26 | 35,438.12 | 35,438.12 | 0.00 | 0.00 | 35,438.12 | 100.00% | 0.00 | 3,543.81
156 | MANHOLE 34-36 | 12,058.31 | 12,058.31 | 0.00 | 0.00 | 12,058.31 | 100.00% | 0.00 | 1,205.83
158 | SINGLE LATERAL | 44,011.20 | 44,011.20 | 0.00 | 0.00 | 44,011.20 | 100.00% | 0.00 | 4,401.13
160 | DOUBLE LATERAL | 184,816.96 | 184,816.96 | 0.00 | 0.00 | 184,816.96 | 100.00% | 0.00 | 18,481.70
162 | CLEAN SANITARY LINES | 33,382.08 | 33,382.08 | 0.00 | 0.00 | 33,382.08 | 100.00% | 0.00 | 3,338.20
Application and Certification for Payment, containili}g Contractor's signed certification is attached.
In tabulations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage fqr,line items may apply.
^Invoice#:	^2118-13	Contract:  2118. Wind Meadows Ph 1
Application No. :	13
Application Date :	06/25/22
To:	06/25/22
Architect's Project No.:

A | B | C | D | E | F | G | | H | I

Item
No.

Description of Work

Scheduled
Value

Work Completed

Materials
Presently

Total
Completed

%
(G /C)

Balance To Finish

Retainage

| | | FromPrevious | This Period | | | | |
| | | Application (D+E) | In Place | Stored | and Stored To Date | | (C-G) |
| | | | | (Not in Dor E) | (D+E+F) | | |
164 | TEST SANITARY LINES | 27,786.24 | 27,786.24 | 0.00 | 0.00 | 27,786.24 | 100.00% | 0.00 | 2,TT8.62
166 | T.V SANITARY LINES | 36,662.40 | 36,662.40 | 0.00 | 0.00 | 36,662.40 | 100.00% | 0.00 | 3,666.24
168 | TIE TO EXISTING | 9,893.40 | 9,893.40 | 0.00 | 0.00 | 9,893.40 | 100.00% | 0.00 | 989.34
170 | OPEN CUT -SANITARY | 7,561.51 | 7,561.51 | 0.00 | 0.00 | 7,561.51 | 100.00% | 0.00 | 756.15
172 | DROP CONNECTION | 20,829.20 | 20,829.20 | 0.00 | 0.00 | 20,829.20 | 100.00% | 0.00 | 2,082.92
174 | WELL POINTS | 129,065.13 | 129,065.13 | 0.00 | 0.00 | 129,065.13 | 100.00% | 0.00 | 12,906.51
C0#01-02 | 8" PVC 8-10 SOR 26 | 121.85 | 121.85 | 0.00 | 0.00 | 121.85 | 100.00% | 0.00 | 12.19
C0#01-03 | 8" PVC 10-12 SOR 26 | 684.25 | 684.25 | 0.00 | 0.00 | 684.25 | 100.00% | 0.00 | 68.43
C0#01-04 | 8" PVC 12-14 SOR 26 | 8,573.03 | 8,573.03 | 0.00 | 0.00 | 8,573.03 | 100.00% | 0.00 | 857.30
C0#01-05 | 8" PVC 14-16 SOR 26 | 35,481.60 | 35,481.60 | 0.00 | 0.00 | 35,481.60 | 100.00% | 0.00 | 3,548.16
C0#01-06 | 8" PVC 16-18 SDR 26 | 5,978.88 | 5,978.88 | 0.00 | 0.00 | 5,978.88 | 100.00% | 0.00 | 597.89
C0#01-07 | 8" PVC 18-20 SOR 26 | -3,609.76 | -3,609.76 | 0.00 | 0.00 | -3,609.76 | 100.00% | 0.00 | -360.98
C0#01-08 | 8" PVC 20-22 SOR 26 | -36,108.32 | -36,108.32 | 0.00 | 0.00 | -36,108.32 | 100.00% | 0.00 | -3,610.83
C0#01-09 | 8" PVC 22-24 SOR 26 | -39,045.10 | -39,045.10 | 0.00 | 0.00 | -39,045.10 | 100.00% | 0.00 | -3,904.51
C0#01-10 | 8" PVC 24-26 SOR 26 | -1,192.80 | -1,192.80 | 0.00 | 0.00 | -1,192.80 | 100.00% | 0.00 | -119.28
C0#01-11 | 8" PVC 26-28 SOR 26 | 6,365.76 | 6,365.76 | 0.00 | 0.00 | 6,365.76 | 100.00% | 0.00 | 636.58
C0#01-12 | 8" PVC 28-30 SOR 26 | -2,300.76 | -2,300.76 | 0.00 | 0.00 | -2,300.76 | 100.00% | 0.00 | -230.08
C0#01-13 | 8" PVC 30-32 SOR 26 | -11,854.74 | -11,854.74 | 0.00 | 0.00 | -11,854.74 | 100.00% | 0.00 | -1,185.47
C0#01-14 | 8" PVC 32-34 SOR 26 | -13,870.76 | -13,870.76 | 0.00 | 0.00 | -13,870.76 | 100.00% | 0.00 | -1,387.08
C0#01-15 | MANHOLE 0-6 | 4,010.10 | 4,010.10 | 0.00 | 0.00 | 4,010.10 | 100.00% | 0.00 | 401.01
C0#01-16 | MANHOLE6-8 | -4,315.25 | -4,315.25 | 0.00 | 0.00 | -4,315.25 | 100.00% | 0.00 | -431.53
C0#01-17 | MANHOLE 8-10 | -4,848.95 | -4,848.95 | 0.00 | 0.00 | -4,848.95 | 100.00% | 0.00 | -484.90
C0#01-18 | MANHOLE 12-14 | 34,906.86 | 34,906.86 | 0.00 | 0.00 | 34,906.86 | 100.00% | 0.00 | 3,490.68
C0#01-19 | MANHOLE 14-16 | 13,189.42 | 13,189.42 | 0.00 | 0.00 | 13,189.42 | 100.00% | 0.00 | 1,318.94
C0#01-20 | MANHOLE 16-18 | -34,835.40 | -34,835.40 | 0.00 | 0.00 | -34,835.40 | 100.00% | 0.00 | -3,483.54
C0#01-21 | MANHOLE 18-20 | 14,901.16 | 14,901.16 | 0.00 | 0.00 | 14,901.16 | 100.00% | 0.00 | 1,490.12
C0#01-22 | MANHOLE 20-22 | -7,882.00 | -7,882.00 | 0.00 | 0.00 | -7,882.00 | 100.00% | 0.00 | -788.20
C0#01-23 | MANHOLE 22-24 | -17,179.78 | -17,179.78 | 0.00 | 0.00 | -17,179.78 | 100.00% | 0.00 | -1,717.98
C0#01-24 | MANHOLE 24-26 | -8,859.53 | -8,859.53 | 0.00 | 0.00 | -8,859.53 | 100.00% | 0.00 | -885.95
C0#01-25 | MANHOLE 28-30 | 10,910.41 | 10,910.41 | 0.00 | 0.00 | 10,910.41 | 100.00% | 0.00 | 1,091.04
C0#01-26 | MANHOLE 34-36 | -12,058.31 | -12,058.31 | 0.00 | 0.00 | -12,058.31 | 100.00% | 0.00 | -1,205.83
C0#01-27 | SINGLE LATERAL | -916.89 | -916.89 | 0.00 | 0.00 | -916.89 | 100.00% | 0.00 | -91.69
Use Column I on Contracts where variable retainage fqf line items may apply.
Invoice#:	2118-13	^Contract:  ^2118. ^Wind ^Meadows ^Ph ^1
Architecfs Project No.:

| B | C | D | E | F | G | | H | I

Item
No.

Description of Work

Scheduled Value

Work Completed

Materials Presently Stored

Total
Completed and Stored To Date

% (GI C)

Balance To Finish (C-G)

Retainage

| | | FromPrevious Application (D+E) | ThisPeriod In Place | | | | |
| | | | | (Not in D or E) | (D+E+F) | | |

CO#01-28

DOUBLE LATERAL

1,004.44

1,004.44

0.00

0.00

1,004.44

100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%

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

100.45
-3.80
-1,406.76
-3.16
-4.18
-756.15
34,694.06
418.11
60.42
140.02
36.33
30.45
96.00
4,477.80
206,003.23

CO#01-29 CO#01-30

CLEAN SANITARY LINES 8" PVC 34-36 SOR 26

-38.06
-14,067.60

-38.06
-14,067.60

0.00
0.00

0.00
0.00

-38.06
-14,067.60

CO#01-31 | TEST SANITARY LINES | -31.68 | -31.68 | 0.00 | 0.00 | -31.68 | | |
CO#01-32 | TV SANITARY LINES | -41.80 | -41.80 | 0.00 | 0.00 | -41.80 | | |
CO#01-33 | OPEN CUT SANITARY | -7,561.51 | -7,561.51 | 0.00 | 0.00 | -7,561.51 | | |
CO#01-34 | UPGRADE EX LIFT STATION | 346,940.68 | 346,940.68 | 0.00 | 0.00 | 346,940.68 | | |
CO#03-01 | 6" PVC 0-6 | 4,181.10 | 4,181.10 | 0.00 | 0.00 | 4,181.10 | | |

CO#03-02 CO#03-03

SANITARY FITTINGS 6" CLEANOUT

604.26
1,400.15

604.26
1,400.15

0.00
0.00

0.00
0.00

604.26
1,400.15

CO#03-04 | CLEAN SANITARY LINES | 363.30 | 363.30 | 0.00 | 0.00 | 363.30 | | |

CO#03-05 CO#03-06

TEST SANITARY LINES MANHOLE RISERS

304.50
960.00

304.50
960.00

0.00
0.00

0.00
0.00

304.50
960.00

CO#03-07 | GENERATOR UPGRADE | 44,778.00 | 44,778.00 | 0.00 | 0.00 | 44,778.00 | | |
| SANITARY Totals | 2,060,031.75 | 2,060,031.75 | 0.00 | 0.00 | 2,060,031.75 | | |
am Group: | 162030 MISC | | | | | | | |

CO#05-07 CO#05-09

DEMO EX DRIVEWAYS (CREWS LK RD)
DEMO EX DRIVEWAY (E.F.
GRIFFIN)

386.40

111.20

0.00

0.00

386.40

111.20

0.00

0.00

386.40

111.20

100.00%

100.00%

0.00

0.00

38.64

11.12

| MISC Totals | 497.60 | 0.00 | 497.60 | 0.00 | 497.60 | 100.00% | 0.00 | 49.76
Bill Group: | 162081 EARTHWORK | | | | | | | |
CO#05-04 | REGRADE BEHIND LOTS 92 -98 | 10,118.00 | 10,118.00 | 0.00 | 0.00 | 10,118.00 | 100.00% | 0.00 | 1,011.80
| EARTHWORK Totals | 10,118.00 | 10,118.00 | 0.00 | 0.00 | 10,118.00 | 100.00% | 0.00 | 1,011.80
am Group: | 162083 ROADWORK | | | | | | | |
CO#05-05 | ASPHALT LEVELING (CREWS LK RD) | 125,097.00 | 125,097.00 | 0.00 | 0.00 | 125,097.00 | 100.00% | 0.00 | 12,509.70
Use Column I on Contracts where variable retainage fQ?line items may apply.
Architect's Project No.:
Invoice#:	2118-13
Contract:  2118. Wind Meadows Ph 1

A | B | C | D | E | F | G | | H | I

Item
No.

Description of Work

Scheduled Value

Work Completed

Materials Presently

Total
Completed

%
(G / C)

Balance
To Finish

Retainage

| | | FromPrevious | This Period | | | | |
| | | Application {D+E) | In Place | Stored | and Stored To Date | | {C-G) |
| | | | | (Not in D or E) | (D+E+F) | | |

CO#05-06 CO#05-08 CO#05-10

1.25" MILL EXISTING (CREWS LK)
6" CONG. DRIVE (CREWS LK RD)
6" CONG. DRIVE (E.F. GRIFFIN)

-8,621.10
2,875.60
821.60

-8,621.10
0.00
0.00

0.00
2,875.60
821.60

0.00
0.00
0.00

-8,621.10
2,875.60
821.60

100.00%
100.00%
100.00%

0.00
0.00
0.00

-862.11
287.56
82.16

| ROADWORK Totals | 120,173.10 | 116,475.90 | 3,697.20 | 0.00 | 120,173.10 | 100.00% | 0.00 | 12,017.31
Bill Group: | 162086 STORM | | | | | | | |
CO#05-01 | MODIFY EX STRUCTURE (S-3) | 1,542.41 | 1,542.41 | 0.00 | 0.00 | 1,542.41 | 100.00% | 0.00 | 154.24
CO#05-02 | MODIFY EX STRUCTURE (50-33) | 1,670.81 | 1,670.81 | 0.00 | 0.00 | 1,670.81 | 100.00% | 0.00 | 167.08
| STORM Totals | 3,213.22 | 3,213.22 | 0.00 | 0.00 | 3,213.22 | 100.00% | 0.00 | 321.32
Bill Group: | 162087 WATER/REUSE | | | | | | | |
CO#05-03 | IRRIGATION SERVICE 2" | 1,772.34 | 0.00 | 1,772.34 | 0.00 | 1,772.34 | 100.00% | 0.00 | 177.23
| WATER/REUSE Totals | 1,772.34 | 0.00 | 1,772.34 | 0.00 | 1,772.34 | 100.00% | 0.00 | 177.23
am Group: | 200 STORM | | | | | | | |
202 | 15" RCP | 118,161.12 | 118,161.12 | 0.00 | 0.00 | 118,161.12 | 100.00% | 0.00 | 11,816.11
204 | 18" RCP | 218,800.32 | 218,800.32 | 0.00 | 0.00 | 218,800.32 | 100.00% | 0.00 | 21,880.04
206 | 24" RCP | 207,743.36 | 207,743.36 | 0.00 | 0.00 | 207,743.36 | 100.00% | 0.00 | 20,774.34
208 | 30" RCP | 150,855.68 | 150,855.68 | 0.00 | 0.00 | 150,855.68 | 100.00% | 0.00 | 15,085.57
210 | 36" RCP | 187,326.32 | 187,326.32 | 0.00 | 0.00 | 187,326.32 | 100.00% | 0.00 | 18,732.63
212 | 42" RCP | 4,876.00 | 4,876.00 | 0.00 | 0.00 | 4,876.00 | 100.00% | 0.00 | 487.60
214 | 48" RCP | 53,254.64 | 53,254.64 | 0.00 | 0.00 | 53,254.64 | 100.00% | 0.00 | 5,325.46
216 | STORM MANHOLE | 50,674.60 | 50,674.60 | 0.00 | 0.00 | 50,674.60 | 100.00% | 0.00 | 5,067.46
218 | J MANHOLE | 25,528.65 | 25,528.65 | 0.00 | 0.00 | 25,528.65 | 100.00% | 0.00 | 2,552.87
220 | 15" MES | 4,223.40 | 4,223.40 | 0.00 | 0.00 | 4,223.40 | 100.00% | 0.00 | 422.34
222 | 18" MES | 1,557.26 | 1,557.26 | 0.00 | 0.00 | 1,557.26 | 100.00% | 0.00 | 155.73
224 | 24" MES | 3,974.80 | 3,974.80 | 0.00 | 0.00 | 3,974.80 | 100.00% | 0.00 | 397.49
226 | 30" MES | 1,922.68 | 1,922.68 | 0.00 | 0.00 | 1,922.68 | 100.00% | 0.00 | 192.26
228 | 36" MES | 11,687.05 | 11,687.05 | 0.00 | 0.00 | 11,687.05 | 100.00% | 0.00 | 1,168.70
Use Column I on Contracts where variable retainage fqr,line items may apply.
^Invoice#:	^2118-13	Contract:   2118. Wind Meadows Ph 1
Architecfs Project No.:

A | B | C | D | E | F | G | | H | I

Item
No.

Description of Work

Scheduled
Value

Work Completed

Materials Presently Stored

Total Completed and Stored
To Date

%
.(GI C)

Balance To Finish (C-G)

Retainage

| | | FromPrevious Application (D+E) | This Period In Place | | | | |
| | | | | (Not in D or E) | (D+E+F) | | |
230 | 42" MES | 2,853.97 | 2,853.97 | 0.00 | 0.00 | 2,853.97 | 100.00% | 0.00 | 285.40
232 | 48" MES | 3,459.37 | 3,459.37 | 0.00 | 0.00 | 3,459.37 | 100.00% | 0.00 | 34594
234 | P-5 INLET | 247,698.16 | 247,698.16 | 0.00 | 0.00 | 247,698.16 | 100.00% | 0.00 | 24,769.81
236 | P-6 INLET | 85,959.51 | 85,959.51 | 0.00 | 0.00 | 85,959.51 | 100.00% | 0.00 | 8,595.96
238 | J-5 INLET | 58,651.30 | 58,651.30 | 0.00 | 0.00 | 58,651.30 | 100.00% | 0.00 | 5,865.13
240 | J-6 INLET | 80,054.38 | 80,054.38 | 0.00 | 0.00 | 80,054.38 | 100.00% | 0.00 | 8,005.44
242 | TYPE VINLET | 7,011.44 | 7,011.44 | 0.00 | 0.00 | 7,011.44 | 100.00% | 0.00 | 701.15
244 | V INLET W/ J BOTTOM | 12,825.26 | 12,825.26 | 0.00 | 0.00 | 12,825.26 | 100.00% | 0.00 | 1,282.53
246 | C CONTROL STRUCTURE | 27,300.56 | 27,300.56 | 0.00 | 0.00 | 27,300.56 | 100.00% | 0.00 | 2,730.06
248 | UNDERDRAIN FILTER | 9,485.28 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00% | 9,485.28 | 0.00
250 | SPLASH PAD | 9,365.49 | 9,365.49 | 0.00 | 0.00 | 9,365.49 | 100.00% | 0.00 | 936.56
252 | CLEAN STORM | 47,297.20 | 47,297.20 | 0.00 | 0.00 | 47,297.20 | 100.00% | 0.00 | 4,729.72
254 | STORM INSPECTION | 38,016.24 | 38,016.24 | 0.00 | 0.00 | 38,016.24 | 100.00% | 0.00 | 3,801.62
256 | RIP RAP | 49,888.50 | 49,888.50 | 0.00 | 0.00 | 49,888.50 | 100.00% | 0.00 | 4,988.85
CO#01-35 | 15" RCP | 11,214.72 | 11,214.72 | 0.00 | 0.00 | 11,214.72 | 100.00% | 0.00 | 1,121.47
CO#01-36 | 18" RCP | -16,003.52 | -16,003.52 | 0.00 | 0.00 | -16,003.52 | 100.00% | 0.00 | -1,600.36
CO#01-37 | 24" RCP | 15,214.40 | 15,214.40 | 0.00 | 0.00 | 15,214.40 | 100.00% | 0.00 | 1,521.44
CO#01-38 | STORM MANHOLE | 2,533.73 | 2,533.73 | 0.00 | 0.00 | 2,533.73 | 100.00% | 0.00 | 253.37
CO#01-39 | J MANHOLE | 3,688.04 | 3,688.04 | 0.00 | 0.00 | 3,688.04 | 100.00% | 0.00 | 368.80
CO#01-40 | 15" MES | -1,407.80 | -1,407.80 | 0.00 | 0.00 | -1,407.80 | 100.00% | 0.00 | -140.78
CO#01-41 | P-5 INLET | 18,213.10 | 18,213.10 | 0.00 | 0.00 | 18,213.10 | 100.00% | 0.00 | 1,821.31
CO#01-42 | P-6 INLET | -4,093.31 | -4,093.31 | 0.00 | 0.00 | -4,093.31 | 100.00% | 0.00 | -409.33
CO#01-43 | J-5 INLET | 5,901.64 | 5,901.64 | 0.00 | 0.00 | 5,901.64 | 100.00% | 0.00 | 590.16
CO#01-44 | J-6 INLET | 5,716.56 | 5,716.56 | 0.00 | 0.00 | 5,716.56 | 100.00% | 0.00 | 571.66
CO#01-45 | TYPE E INLET | 3,211.04 | 3,211.04 | 0.00 | 0.00 | 3,211.04 | 100.00% | 0.00 | 321.11
CO#01-46 | OVERFLOW WEIR | 6,174.92 | 6,174.92 | 0.00 | 0.00 | 6,174.92 | 100.00% | 0.00 | 617.49
CO#01-47 | SPLASH PAD | -3,121.50 | -3,121.50 | 0.00 | 0.00 | -3,121.50 | 100.00% | 0.00 | -312.16
CO#01-48 | CLEAN STORM | 614.80 | 614.80 | 0.00 | 0.00 | 614.80 | 100.00% | 0.00 | 61.48
CO#01-49 | STROM INSPECTION | 494.16 | 494.16 | 0.00 | 0.00 | 494.16 | 100.00% | 0.00 | 49.42
CO#03-08 | 18" RCP | 17,615.28 | 17,615.28 | 0.00 | 0.00 | 17,615.28 | 100.00% | 0.00 | 1,761.53
CO#03-09 | 24" RCP | 6,657.28 | 6,657.28 | 0.00 | 0.00 | 6,657.28 | 100.00% | 0.00 | 665.73
CO#03-10 | STORM MANHOLE | 2,533.73 | 2,533.73 | 0.00 | 0.00 | 2,533.73 | 100.00% | 0.00 | 253.37
Use Column I on Contracts where variable retainage foriline items may apply.
Architect's Project No.:
^Invoice#:	^2118-13	Contract:	2118. Wind Meadows Ph 1

A | B | C | D | E | F | G | | H | I
Item | Description of Work | Scheduled | Work Completed | Materials | Total | % | Balance | Retainage |
No. | | Value | FromPrevious | This Period | Presently | Completed | (GI C) | To Finish |
| | | Application (D+E) | In Place | Stored | and Stored To Date | | (C-G) |
| | | | | (Not in D or E) | (D+E+F) | | |
CO#03-11 | 24" MES | 993.70 | 993.70 | 0.00 | 0.00 | 993.70 | 100.00% | 0.00 | 99.37
CO#03-12 | TYPE F INLET | 17,660.20 | 17,660.20 | 0.00 | 0.00 | 17,660.20 | 100.00% | 0.00 | 1,766.02
CO#03-13 | TIE TO EXISTING STR | 1,421.24 | 1,421.24 | 0.00 | 0.00 | 1,421.24 | 100.00% | 0.00 | 142.12
CO#03-14 | SPLASH PAD | 1,040.19 | 1,040.19 | 0.00 | 0.00 | 1,040.19 | 100.00% | 0.00 | 104.02
CO#03-15 | CLEAN STORM | 1,547.60 | 1,547.60 | 0.00 | 0.00 | 1,547.60 | 100.00% | 0.00 | 154.76
CO#03-16 | STORM INSPECTION | 1,243.92 | 1,243.92 | 0.00 | 0.00 | 1,243.92 | 100.00% | 0.00 | 124.39
CO#03-17 | WATER SERVICE | 7,133.85 | 7,133.85 | 0.00 | 0.00 | 7,133.85 | 100.00% | 0.00 | 713.39
| STORM Totals | 1,826,650.51 | 1,817,165.23 | 0.00 | 0.00 | 1,817,165.23 | 99.48% | 9,485.28 | 181,716.55
l;Jill Group: | 300 WATER | | | | | | | |
302 | 4" PVC | 8,843.00 | 8,843.00 | 0.00 | 0.00 | 8,843.00 | 100.00% | 0.00 | 884.31
304 | 6" PVC | 4,331.60 | 4,331.60 | 0.00 | 0.00 | 4,331.60 | 100.00% | 0.00 | 433.15
306 | 8" PVC | 449,692.80 | 449,692.80 | 0.00 | 0.00 | 449,692.80 | 100.00% | 0.00 | 44,969.28
308 | 12" PVC | 88,533.60 | 88,533.60 | 0.00 | 0.00 | 88,533.60 | 100.00% | 0.00 | 8,853.36
310 | WM SINGLE SERVICE | 50,916.01 | 50,916.01 | 0.00 | 0.00 | 50,916.01 | 100.00% | 0.00 | 5,091.60
312 | WM DOUBLE SERVICE | 200,333.28 | 200,333.28 | 0.00 | 0.00 | 200,333.28 | 100.00% | 0.00 | 20,033.33
314 | WATER FITTINGS | 51,848.16 | 51,848.16 | 0.00 | 0.00 | 51,848.16 | 100.00% | 0.00 | 5,184.81
316 | 4" GATE VALVE | 1,918.08 | 1,918.08 | 0.00 | 0.00 | 1,918.08 | 100.00% | 0.00 | 191.80
318 | 8" GATE VALVE | 63,950.25 | 63,950.25 | 0.00 | 0.00 | 63,950.25 | 100.00% | 0.00 | 6,395.03
320 | 12" GATE VALVE | 14,491.30 | 14,491.30 | 0.00 | 0.00 | 14,491.30 | 100.00% | 0.00 | 1,449.14
322 | FIRE HYDRANT | 122,464.75 | 122,464.75 | 0.00 | 0.00 | 122,464.75 | 100.00% | 0.00 | 12,246.49
324 | FIRE HYDRANT DIRECT TAP | 13,527.46 | 13,527.46 | 0.00 | 0.00 | 13,527.46 | 100.00% | 0.00 | 1,352.75
326 | 2" BLOW OFF | 9,570.33 | 9,570.33 | 0.00 | 0.00 | 9,570.33 | 100.00% | 0.00 | 957.04
328 | 2" JUMPER | 2,468.82 | 2,468.82 | 0.00 | 0.00 | 2,468.82 | 100.00% | 0.00 | 246.88
330 | 12"WET TAP | 7,927.23 | 7,927.23 | 0.00 | 0.00 | 7,927.23 | 100.00% | 0.00 | 792.72
332 | TEST WATER LINES | 42,426.40 | 42,426.40 | 0.00 | 0.00 | 42,426.40 | 10000% | 0.00 | 4,242.64
334 | TIE TO EXISTING WATER | 1,381.91 | 1,381.91 | 0.00 | 0.00 | 1,381.91 | 100.00% | 0.00 | 138.20
336 | SAMPLE POINTS | 8,766.73 | 8,766.73 | 0.00 | 0.00 | 8,766.73 | 100.00% | 0.00 | 876.67
CO#01-50 | 4" PVC | 5,497.00 | 5,497.00 | 0.00 | 0.00 | 5,497.00 | 100.00% | 0.00 | 549.70
CO#01-51 | WATTER FITTINGS | 2,698.97 | 2,698.97 | 0.00 | 0.00 | 2,698.97 | 100.00% | 0.00 | 269.90
CO#01-52 | 8" GATE VALVE | 3,279.50 | 3,279.50 | 0.00 | 0.00 | 3,279.50 | 100.00% | 0.00 | 327.95
CO#01-53 | 2" BLOW OFF | -2,734.38 | -2,734.38 | 0.00 | 0.00 | -2,734.38 | 100.00% | 0.00 | -273.44
Use Column I on Contracts where variable retainage fq(,line items may apply.
^Invoice#:	^2118-13	Contract:  2118. Wind Meadows Ph 1
Architecfs Project No.:

A | 8 | C | D | E | F | G | | H | I
Item | Description of Work | Scheduled | Work Completed | Materials | Total | % | Balance | Retainage |
No. | | Value | FromPrevious | This Period | Presently | Completed | (G / C) | To Finish |
| | | Application (D+E) | In Place | Stored | and Stored To Date | | (C-G) |
| | | | | (Not in D or E) | (D+E+F) | | |
CO#01-54 | TEST WATER LINES | 868.80 | 868.80 | 0.00 | 0.00 | 868.80 | 100.00% | 0.00 | 86.88
CO#01-55 | SAMPLE POINTS | 1,031.38 | 1,031.38 | 0.00 | 0.00 | 1,031.38 | 100.00% | 0.00 | 103.14
CO#03-18 | 2" BACKFLOW PREVENTER | 5,075.84 | 5,075.84 | 0.00 | 0.00 | 5,075.84 | 100.00% | 0.00 | 507.58
| WATER Totals | 1,159,108.82 | 1,159,108.82 | 0.00 | 0.00 | 1,159,108.82 | 100.00% | 0.00 | 115,910.91
?ill Group: | 400 PAVING | | | | | | | |
402 | ASPHALT 1.5" | 395,970.30 | 395,970.30 | 0.00 | 0.00 | 395,970.30 | 100.00% | 0.00 | 39,597.04
404 | ASPHALT 2" | 208,741.10 | 208,741.10 | 0.00 | 0.00 | 208,741.10 | 100.00% | 0.00 | 20,874.11
406 | LIMEROCK6" | 517,878.90 | 517,878.90 | 0.00 | 0.00 | 517,878.90 | 100.00% | 0.00 | 51,787.90
408 | LIMEROCK8" | 282,698.40 | 282,698.40 | 0.00 | 0.00 | 282,698.40 | 100.00% | 0.00 | 28,269.84
410 | STABILIZER 12" | 386,555.00 | 386,555.00 | 0.00 | 0.00 | 386,555.00 | 100.00% | 0.00 | 38,655.50
412 | DROP CURB | 660,445.20 | 660,445.20 | 0.00 | 0.00 | 660,445.20 | 100.00% | 0.00 | 66,044.52
414 | DCURB | 10,259.20 | 10,259.20 | 0.00 | 0.00 | 10,259.20 | 100.00% | 0.00 | 1,025.92
416 | VALLEY GUTTER | 20,160.80 | 20,160.80 | 0.00 | 0.00 | 20,160.80 | 100.00% | 0.00 | 2,016.08
418 | 5' SIDEWALK 6" THICK | 5,377.15 | 5,377.15 | 0.00 | 0.00 | 5,377.15 | 100.00% | 0.00 | 537.72
420 | 5' SIDEWALK 4" THICK | 357,874.65 | 357,874.65 | 0.00 | 0.00 | 357,874.65 | 100.00% | 0.00 | 35,787.47
422 | 5' WHEEL CHAIR RAMP | 84,457.80 | 84,457.80 | 0.00 | 0.00 | 84,457.80 | 100.00% | 0.00 | 8,445.79
424 | SIGNS-PAVEMENT MARKINGS | 18,831.54 | 18,831.54 | 0.00 | 0.00 | 18,831.54 | 100.00% | 0.00 | 1,883.15
CO#01-56 | 5' SIDEWALK 6" THICK | 786.90 | 786.90 | 0.00 | 0.00 | 786.90 | 100.00% | 0.00 | 78.70
CO#01-57 | 5' SIDEWALK 4" THICK | 1,254.60 | 1,254.60 | 0.00 | 0.00 | 1,254.60 | 100.00% | 0.00 | 125.46
CO#01-78 | 6" CONCRETE PAVING | 2,012.50 | 2,012.50 | 0.00 | 0.00 | 2,012.50 | 100.00% | 0.00 | 201.25
CO#01-79 | LIMEROCK 14" (FULL DEPTH} | 27,636.00 | 27,636.00 | 0.00 | 0.00 | 27,636.00 | 100.00% | 0.00 | 2,763.60
CO#01-80 | STABILIZED SHOULDER | 17,311.80 | 17,311.80 | 0.00 | 0.00 | 17,311.80 | 100.00% | 0.00 | 1,731.19
CO#01-81 | TYPE F CURB | 3,258.50 | 3,258.50 | 0.00 | 0.00 | 3,258.50 | 100.00% | 0.00 | 325.85
CO#03-19 | ASPHALT 1.5" | 32,848.60 | 32,848.60 | 0.00 | 0.00 | 32,848.60 | 100.00% | 0.00 | 3,284.86
CO#03-20 | LIMEROCK6" | 42,961.80 | 42,961.80 | 0.00 | 0.00 | 42,961.80 | 100.00% | 0.00 | 4,296.18
CO#03-21 | STABILIZER 12" | 18,335.00 | 18,335.00 | 0.00 | 0.00 | 18,335.00 | 100.00% | 0.00 | 1,833.50
CO#03-22 | DCURB | 18,995.55 | 18,995.55 | 0.00 | 0.00 | 18,995.55 | 100.00% | 0.00 | 1,899.56
CO#03-23 | VALLEY GUTTER | 4,518.80 | 4,518.80 | 0.00 | 0.00 | 4,518.80 | 100.00% | 0.00 | 451.88
CO#03-24 | 5' SIDEWALK 4" THICK | 4,184.00 | 1,673.60 | 2,510.40 | 0.00 | 4,184.00 | 100.00% | 0.00 | 418.40
CO#03-25 | 5' SIDEWALK THICKENED EDGE | 17,640.00 | 8,820.00 | 8,820.00 | 0.00 | 17,640.00 | 100.00% | 0.00 | 1,764.00
CO#03-26 | 7' SIDEWALK 4" THICKENED | 368.10 | 73.62 | 294.48 | 0.00 | 368.10 | 100.00% | 0.00 | 36.81

A | B | C | D | E | F | G | | H | I

Item No.

Description of Work

Scheduled Value

Work Completed

Materials Presently

Total
Completed

%
;(GI C)

Balance To Finish

Retainage

| | | From Previous | This Period | | | | |
| | | Application (D+E) | In Place | Stored | and Stored To Date | | (C-G) |
| | | | | (Not in Dor E) | (D+E+F) | | |

CO#03-27 CO#03-28 CO#03-29 CO#04-01

7' SIDEWALK THICKENED EDGE
10' SIDEWALK 4" THICK
5' WHEEL CHAIR RAMP SIGNS - MARKINGS

3,471.30
321.70
8,043.60
-6,755.79

694.26
0.00
1,608.72
-6,755.79

2,777.04
321.70
6,434.88
0.00

0.00
0.00
0.00
0.00

3,471.30
321.70
8,043.60
-6,755.79

100.00%
100.00%
100.00%
100.00%

0.00
0.00
0.00
0.00

347.13
32.17
804.36
-675.58

| PAVING Totals | 3,146,443.00 | 3,125,284.50 | 21,158.50 | 0.00 | 3,146,443.00 | 100.00% | 0.00 | 314,644.36
Bill Group: | 500 EARTHWORK | | | | | | | |
502 | INLET PROTECTION | 14,883.57 | 14,883.57 | 0.00 | 0.00 | 14,883.57 | 100.00% | 0.00 | 1,488.37
504 | SILT FENCE | 22,193.20 | 22,193.20 | 0.00 | 0.00 | 22,193.20 | 100.00% | 0.00 | 2,219.32
506 | CLEARING - BURN ON SITE | 1,566.54 | 1,566.54 | 0.00 | 0.00 | 1,566.54 | 100.00% | 0.00 | 156.65
508 | MOWAND DISK | 40,639.20 | 40,639.20 | 0.00 | 0.00 | 40,639.20 | 100.00% | 0.00 | 4,063.92
510 | EXCAVATION | 535,498.60 | 535,498.60 | 0.00 | 0.00 | 535,498.60 | 100.00% | 0.00 | 53,549.87
512 | EMBANKMENT | 170,653.40 | 170,653.40 | 0.00 | 0.00 | 170,653.40 | 100.00% | 0.00 | 17,065.35
514 | POND GRADING | 21,167.00 | 21,167.00 | 0.00 | 0.00 | 21,167.00 | 100.00% | 0.00 | 2,116.70
516 | PAD GRADING | 70,715.84 | 70,715.84 | 0.00 | 0.00 | 70,715.84 | 100.00% | 0.00 | 7,071.59
518 | R/WGRADING | 32,934.20 | 32,934.20 | 0.00 | 0.00 | 32,934.20 | 100.00% | 0.00 | 3,293.42
520 | SLOPE GRADING | 29,081.10 | 29,081.10 | 0.00 | 0.00 | 29,081.10 | 100.00% | 0.00 | 2,908.12
522 | POND SOD | 71,829.00 | 71,829.00 | 0.00 | 0.00 | 71,829.00 | 100.00% | 0.00 | 7,182.90
524 | R/WSOD | 46,481.85 | 46,481.85 | 0.00 | 0.00 | 46,481.85 | 100.00% | 0.00 | 4,648.19
526 | SEED & MULCH | 95,220.00 | 95,220.00 | 0.00 | 0.00 | 95,220.00 | 100.00% | 0.00 | 9,522.00
528 | STRIP SOD | 17,760.60 | 17,760.60 | 0.00 | 0.00 | 17,760.60 | 100.00% | 0.00 | 1,776.06
530 | SLOPE SOD | 113,580.90 | 113,580.90 | 0.00 | 0.00 | 113,580.90 | 100.00% | 0.00 | 11,358.10
532 | DEMO CONG. OW | 415.20 | 415.20 | 0.00 | 0.00 | 415.20 | 100.00% | 0.00 | 41.52
534 | DEMO FENCE | 8,664.00 | 8,664.00 | 0.00 | 0.00 | 8,664.00 | 100.00% | 0.00 | 866.40
536 | DEMO EX PAVING | 5,906.40 | 5,906.40 | 0.00 | 0.00 | 5,906.40 | 100.00% | 0.00 | 590.64
CO#01-58 | INLET PROTECTION | 763.26 | 763.26 | 0.00 | 0.00 | 763.26 | 100.00% | 0.00 | 76.32
CO#01-59 | EXCAVATION | 37,714.04 | 37,714.04 | 0.00 | 0.00 | 37,714.04 | 100.00% | 0.00 | 3,771.40
CO#01-60 | EMBANKMENT | 12,018.76 | 12,018.76 | 0.00 | 0.00 | 12,018.76 | 100.00% | 0.00 | 1,201.88
CO#01-61 | POND OVER EXCAVATION | 101,725.00 | 101,725.00 | 0.00 | 0.00 | 101,725.00 | 100.00% | 0.00 | 10,172.50
CO#01-62 | EXCAVATE/DISPOSE UNSUITABLE | 2,581.53 | 2,581.53 | 0.00 | 0.00 | 2,581.53 | 100.00% | 0.00 | 258.15
CO#01-63 | R/WGRADING | 1,118.30 | 1,118.30 | 0.00 | 0.00 | 1,118.30 | 100.00% | 0.00 | 111.83
CO#01-64 | SLOPE GRADING | -6,598.50 | -6,598.50 | 0.00 | 0.00 | -6,598.50 | 100.00% | 0.00 | -659.85

A | B | C | D | E | F | G | | H | I

Item No.

Description of Work

Scheduled Value

Work Completed

Materials Presently Stored

Total
Completed and Stored To Date

%
;(G / C)

Balance To Finish (C-G)

Retainage

| | | From Previous Application (D+E) | This Period In Place | | | | |
| | | | | (Not in Dor E) | (D+E+F) | | |
CO#01-65 | BERM GRADING | 9,634.95 | 9,634.95 | 0.00 | 0.00 | 9,634.95 | 100.00% | 0.00 | 963.49
CO#01-66 | R/WSOD | 1,956.15 | 1,956.15 | 0.00 | 0.00 | 1,956.15 | 100.00% | 0.00 | 195.61
CO#01-67 | SEED & MULCH | -3,105.00 | -3,105.00 | 0.00 | 0.00 | -3,105.00 | 100.00% | 0.00 | -310.50
CO#01-68 | SLOPE SOD | -25,771.50 | -25,771.50 | 0.00 | 0.00 | -25,771.50 | 100.00% | 0.00 | -2,577.16
CO#01-69 | BERM SOD | 32,695.65 | 19,617.39 | 0.00 | 0.00 | 19,617.39 | 60.00% | 13,078.26 | 1,961.74
CO#01-82 | REMOVE-REPLACE PAVERS | 5,822.25 | 5,822.25 | 0.00 | 0.00 | 5,822.25 | 100.00% | 0.00 | 582.23
CO#01-83 | DEMO EX PAVING | 1,766.40 | 1,766.40 | 0.00 | 0.00 | 1,766.40 | 100.00% | 0.00 | 176.64
CO#03-30 | MAIL KIOSK 4" THICK | 5,057.80 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00% | 5,057.80 | 0.00
CO#03-31 | BIKE PAD 4" THICK | 1,254.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00% | 1,254.00 | 0.00
CO#03-32 | INLET PROTECTION | 636.05 | 636.05 | 0.00 | 0.00 | 636.05 | 100.00% | 0.00 | 63.60
CO#03-33 | EXCAVATION | 8,699.60 | 8,699.60 | 0.00 | 0.00 | 8,699.60 | 100.00% | 0.00 | 869.96
CO#03-34 | EMBANKMENT | 162.40 | 162.40 | 0.00 | 0.00 | 162.40 | 100.00% | 0.00 | 16.24
CO#03-35 | R/WGRADING | 1,187.20 | 296.80 | 0.00 | 0.00 | 296.80 | 25.00% | 890.40 | 29.68
CO#03-36 | SLOPE GRADING | 62.40 | 62.40 | 0.00 | 0.00 | 62.40 | 100.00% | 0.00 | 6.24
CO#03-37 | R/WSOD | 2,912.49 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00% | 2,912.49 | 0.00
CO#03-38 | SLOPE SOD | 248.40 | 0.00 | 248.40 | 0.00 | 248.40 | 100.00% | 0.00 | 24.84
CO#03-39 | SEED& MULCH | 1,552.50 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00% | 1,552.50 | 0.00
| EARTHWORK Totals | 1,493,284.73 | 1,468,290.88 | 248.40 | 0.00 | 1,468,539.28 | 98.34% | 24,745.45 | 146,853.96
Bill Group: | 700 OFFSITE | | | | | | | |
702 | EXCAVATE AND GRADE OFFSITE | 6,341.58 | 6,341.58 | 0.00 | 0.00 | 6,341.58 | 100.00% | 0.00 | 634.16
704 | ASPHALT 1" OVERLAY | 36,394.40 | 36,394.40 | 0.00 | 0.00 | 36,394.40 | 100.00% | 0.00 | 3,639.44
706 | ASPHALT 1.50" | 25,854.20 | 25,854.20 | 0.00 | 0.00 | 25,854.20 | 100.00% | 0.00 | 2,585.42
708 | 1" MILL EXISTING | 5,747.40 | 5,747.40 | 0.00 | 0.00 | 5,747.40 | 100.00% | 0.00 | 574.74
710 | LIMEROCK 14" (FULL DEPTH) | 67,642.40 | 67,642.40 | 0.00 | 0.00 | 67,642.40 | 100.00% | 0.00 | 6,764.24
712 | STABILIZED SHOULDER | 19,593.20 | 19,593.20 | 0.00 | 0.00 | 19,593.20 | 100.00% | 0.00 | 1,959.32
714 | 5' SIDEWALK 4" THICK | 41,141.30 | 41,141.30 | 0.00 | 0.00 | 41,141.30 | 100.00% | 0.00 | 4,114.14
716 | WHEEL CHAIR RAMP | 2,983.14 | 2,983.14 | 0.00 | 0.00 | 2,983.14 | 100.00% | 0.00 | 298.31
718 | SIGNS-PAVEMENT MARKINGS | 14,963.23 | 14,963.23 | 0.00 | 0.00 | 14,963.23 | 100.00% | 0.00 | 1,496.32
720 | R/W GRADING - OFFSITE | 2,782.50 | 2,782.50 | 0.00 | 0.00 | 2,782.50 | 100.00% | 0.00 | 278.25
722 | R/W SOD - OFFSITE | 7,679.70 | 6,143.76 | 1,535.94 | 0.00 | 7,679.70 | 100.00% | 0.00 | 767.97
724 | MOT | 15,487.15 | 15,487.15 | 0.00 | 0.00 | 15,487.15 | 100.00% | 0.00 | 1,548.72
Use Column I on Contracts where variable retainage fqt line items may apply. ^Invoice#:	^2118-13	Contract: 2118. Wind Meadows Ph 1
Architect's Project No.:
Use Column I on Contracts where variable retainage torline items may apply.
^Invoice#:	^2118-13	Contract:  2118. Wind Meadows Ph 1
Architect's Project No.:

A | B | C | D | E | F | G | | H | I
Item | Description ofWork | Scheduled | Work Completed | Materials | Total | % | Balance | Retainage |
No. | | Value | FromPrevious | This Period | Presently | Completed | (G /C) | To Finish |
| | | Application (D+E) | In Place | Stored | and Stored To Date | | (C-G) |
| | | | | (Not in D or E) | (D+E+F) | | |
CO#02-06 | SURVEY FOR CROSSINGS | 2,827.50 | 2.827.50 | 0.00 | 0.00 | 2,827.50 | 100.00% | 0.00 | 282.75
CO#02-07 | SURVEY FOR POWER LAYOUT | 5,655.00 | 5,655.00 | 0.00 | 0.00 | 5,655.00 | 100.00% | 0.00 | 565.50
| MISC Totals | 483,482.41 | 477,379.71 | 4,755.42 | 0.00 | 482,135.13 | 99.72% | 1,347.28 | 48,213.54
Grand Totals | 10,684,667.28 | 10,600,578.16 | 39,890.01 | 0.00 | 10,640,468.17 | 99.59% | 44,199.11 | 1,064,047.07 |
APPLICATION AND CERTIFICATE FOR PAYMENT	^Invoice#: ^2118-14

To Owner: Wind Meadow South, LLC
4900 Dundee Road

Winter Haven, FL 33884
From Contractor:  Blue Ox Enterprises, LLC
500 North Way
Sanford, FL 32773
ContractFor:
Project:	2118. Wind Meadows Ph 1	_Application _No.:	_14

Period To:	7/25/2022

Via Architect:
Project Nos:

Contract Date:
Distribution to: c::J Owner C=:J Architect
c:::J Contractor
CJ
c::J

CONTRACTOR'S APPLICATION FOR PAYMENT
Application is made for payment, as shown below, in connection with the Contract. Continuation Sheet is attached.
The undersigned Contractor certifies that to the best of the Contractor's knowledge, information, and belief, the work covered by this Application for Payment has been completed in accordance with the Contract Documents. That all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the Owner, and that current payment shown herein is now due.
1. Original Contract Sum ....................... . 2.NeCthange By Change Order
3. Contract Sum To Date ......................... .
4.Total Completed and Stored To Date .............. . 5.Retainage:
$9,372,430.13
$1,312,237.15
$10,684,667.28
$10,659,191.25
CONTRACTOR:	Blue Ox Enterprises, LLC
By ?-00

Date:

7/Zlt,tl'l
Countyof: Jcm 'n Ofe.,
a	10.00% of Completed Work
$1,065,919.38
Stateof:	?/	^t

b.	0.00% of Stored Material

$0.00
Subscribed	o<, 11
Notary Publi
My Commis	.	_ .	o;;J.CS-
dayof Jul_:) o'l.Oc2;).,
Total Retainage .......................... .

6T. otal Earned Less Retainage .................. .

Less Previous Certificates For Payments ......... .
Current  Payment  Due     .........................

Balance To Finish, Plus Retainage .............. .
$1,065,919.38
$9,593,271.87

$9,576,421.10
$16,850.77

$1,091,395.41

ARCHITECT'S CERTIFICATE FOR PAYMENT
Inaccordance withthe Contract Documents, based onon-sitlr,,i;,o?-?.--,u-Y"'I-"'"""--.,.,-""';,, comprising the above application, the Architect certifies to the	r a to tne est of
Architect's knowledge, information, and belief, the Workhas progressed as indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED.

AMOUNT CERTIFIED  $ 16,850.77

(Attach explanation if amount certified differs fromthe amount applied. Initial all figures on this Application and on th, Continuation Sheet that are changed to conform ?th the amount certified.)

ARCHITECT:
By: 	Date:	

This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment, and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract.

Use Column I on Contracts where variable retainage for line items may apply.
Architect's Project No.:
^Invoice#:	^2118-14	Contract:  2118. Wind Meadows Ph 1

A | B | C | D | E | F | G | | H | I

Item No.

Description of Work

Scheduled Value

Work Completed

Materials Presently Stored

Total Completed and Stored
To Date

%
(G / C)

Balance To Finish (C-G)

Retainage

| | | From Previous Application (D+E) | This Period In Place | | | | |
| | | | | (Not in D or E) | (D+E+F) | | |
Bill Group: | 100 SANITARY | | | | | | | |
102 | 8" PVC 0-6 SDR 26 | 18,593.40 | 18,593.40 | 0.00 | 0.00 | 18,593.40 | 100.00% | 0.00 | 1,859.34
104 | 8" PVC 6-8 SDR 26 | 105,518.40 | 105,518.40 | 0.00 | 0.00 | 105,518.40 | 100.00% | 0.00 | 10,551.85
106 | 8" PVC 8-10 SDR 26 | 60,364.49 | 60,364.49 | 0.00 | 0.00 | 60,364.49 | 100.00% | 0.00 | 6,036.45
108 | 8" PVC 10-12 SDR 26 | 41,739.25 | 41,739.25 | 0.00 | 0.00 | 41,739.25 | 100.00% | 0.00 | 4,173.93
110 | 8" PVC 12-14 SDR 26 | 45,064.18 | 45,064.18 | 0.00 | 0.00 | 45,064.18 | 100.00% | 0.00 | 4,506.43
112 | 8" PVC 14-16 SDR 26 | 40,785.92 | 40,785.92 | 0.00 | 0.00 | 40,785.92 | 100.00% | 0.00 | 4,078.60
114 | 8" PVC 16-18 SDR 26 | 69,172.32 | 69,172.32 | 0.00 | 0.00 | 69,172.32 | 100.00% | 0.00 | 6,917.24
116 | 8" PVC 18-20 SDR 26 | 84,993.44 | 84,993.44 | 0.00 | 0.00 | 84,993.44 | 100.00% | 0.00 | 8,499.35
118 | 8" PVC 20-22 SDR 26 | 83,908.34 | 83,908.34 | 0.00 | 0.00 | 83,908.34 | 100.00% | 0.00 | 8,390.84
120 | 8" PVC 22-24 SDR 26 | 70,870.54 | 70,870.54 | 0.00 | 0.00 | 70,870.54 | 100.00% | 0.00 | 7,087.06
122 | 8" PVC 24-26 SDR 26 | 50,992.20 | 50,992.20 | 0.00 | 0.00 | 50,992.20 | 100.00% | 0.00 | 5,099.21
124 | 8" PVC 26-28 SDR 26 | 8,821.14 | 8,821.14 | 0.00 | 0.00 | 8,821.14 | 100.00% | 0.00 | 882.12
126 | 8" PVC 28-30 SDR 26 | 10,099.36 | 10,099.36 | 0.00 | 0.00 | 10,099.36 | 100.00% | 0.00 | 1,009.93
128 | 8" PVC 30-32 SOR 26 | 11,854.74 | 11,854.74 | 0.00 | 0.00 | 11,854.74 | 100.00% | 0.00 | 1,185.47
130 | 8" PVC 32-34 SDR 26 | 13,870.76 | 13,870.76 | 0.00 | 0.00 | 13,870.76 | 100.00% | 0.00 | 1,387.08
132 | 8" PVC 34-36 SDR 26 | 14,067.60 | 14,067.60 | 0.00 | 0.00 | 14,067.60 | 100.00% | 0.00 | 1,406.75
134 | MANHOLE 0-6 | 28,070.70 | 28,070.70 | 0.00 | 0.00 | 28,070.70 | 100.00% | 0.00 | 2,807.07
136 | MANHOLE 6-8 | 94,935.50 | 94,935.50 | 0.00 | 0.00 | 94,935.50 | 100.00% | 0.00 | 9,493.55
138 | MANHOLE 8-10 | 63,036.35 | 63,036.35 | 0.00 | 0.00 | 63,036.35 | 100.00% | 0.00 | 6,303.63
140 | MANHOLE 10-12 | 16,705.17 | 16,705.17 | 0.00 | 0.00 | 16,705.17 | 100.00% | 0.00 | 1,670.52
142 | MANHOLE 12-14 | 23,271.24 | 23,271.24 | 0.00 | 0.00 | 23,271.24 | 100.00% | 0.00 | 2,327.13
144 | MANHOLE 14-16 | 72,541.81 | 72,541.81 | 0.00 | 0.00 | 72,541.81 | 100.00% | 0.00 | 7,254.18
146 | MANHOLE 16-18 | 55,736.56 | 55,736.56 | 0.00 | 0.00 | 55,736.56 | 100.00% | 0.00 | 5,573.65
148 | MANHOLE 18-20 | 44,703.48 | 44,703.48 | 0.00 | 0.00 | 44,703.48 | 100.00% | 0.00 | 4,470.36
150 | MANHOLE 20-22 | 39,410.00 | 39,410.00 | 0.00 | 0.00 | 39,410.00 | 100.00% | 0.00 | 3,941.00
152 | MANHOLE 22-24 | 34,359.56 | 34,359.56 | 0.00 | 0.00 | 34,359.56 | 100.00% | 0.00 | 3,435.96
154 | MANHOLE 24-26 | 35,438.12 | 35,438.12 | 0.00 | 0.00 | 35,438.12 | 100.00% | 0.00 | 3,543.81
156 | MANHOLE 34-36 | 12,058.31 | 12,058.31 | 0.00 | 0.00 | 12,058.31 | 100.00% | 0.00 | 1,205.83
158 | SINGLE LATERAL | 44,011.20 | 44,011.20 | 0.00 | 0.00 | 44,011.20 | 100.00% | 0.00 | 4,401.13
160 | DOUBLE LATERAL | 184,816.96 | 184,816.96 | 0.00 | 0.00 | 184,816.96 | 100.00% | 0.00 | 18,481.70
162 | CLEAN SANITARY LINES | 33,382.08 | 33,382.08 | 0.00 | 0.00 | 33,382.08 | 100.00% | 0.00 | 3,338.20

A | B | C | D | E | F | G | | H | I

Item
No.

Description of Work

Scheduled Value

Work Completed

Materials

Total

%

Balance

Retainage

| | | From Previous | This Period | Presently | Completed | (G / C) | To Finish |
| | | Application (D+E) | In Place | Stored | and Stored To Date | | (C-G) |
| | | | | (Not in D or E) | (D+E+F) | | |
164 | TEST SANITARY LINES | 27,786.24 | 27,786.24 | 0.00 | 0.00 | 27,786.24 | 100.00% | 0.00 | 2,778.62
166 | T.V. SANITARY LINES | 36,662.40 | 36,662.40 | 0.00 | 0.00 | 36,662.40 | 100.00% | 0.00 | 3,666.24
168 | TIE TO EXISTING | 9,893.40 | 9,893.40 | 0.00 | 0.00 | 9,893.40 | 100.00% | 0.00 | 989.34
170 | OPEN CUT -SANITARY | 7,561.51 | 7,561.51 | 0.00 | 0.00 | 7,561.51 | 100.00% | 0.00 | 756.15
172 | DROP CONNECTION | 20,829.20 | 20,829.20 | 0.00 | 0.00 | 20,829.20 | 100.00% | 0.00 | 2,082.92
174 | WELL POINTS | 129,065.13 | 129,065.13 | 0.00 | 0.00 | 129,065.13 | 100.00% | 0.00 | 12,906.51
CO#01-02 | 8" PVC 8-10 SDR 26 | 121.85 | 121.85 | 0.00 | 0.00 | 121.85 | 100.00% | 0.00 | 12.19
CO#01-03 | 8" PVC 10-12 SDR 26 | 684.25 | 684.25 | 0.00 | 0.00 | 684.25 | 100.00% | 0.00 | 68.43
CO#01-04 | 8" PVC 12-14 SDR 26 | 8,573.03 | 8,573.03 | 0.00 | 0.00 | 8,573.03 | 100.00% | 0.00 | 857.30
CO#01-05 | 8" PVC 14-16 SOR 26 | 35,481.60 | 35,481.60 | 0.00 | 0.00 | 35,481.60 | 100.00% | 0.00 | 3,548.16
CO#01-06 | 8" PVC 16-18 SDR 26 | 5,978.88 | 5,978.88 | 0.00 | 0.00 | 5,978.88 | 100.00% | 0.00 | 597.89
CO#01-07 | 8" PVC 18-20 SDR 26 | -3,609.76 | -3,609.76 | 0.00 | 0.00 | -3,609.76 | 100.00% | 0.00 | -360.98
CO#01-08 | 8" PVC 20-22 SDR 26 | -36,108.32 | -36,108.32 | 0.00 | 0.00 | -36,108.32 | 100.00% | 0.00 | -3,610.83
CO#01-09 | 8" PVC 22-24 SDR 26 | -39,045.10 | -39,045.10 | 0.00 | 0.00 | -39,045.10 | 100.00% | 0.00 | -3,904.51
CO#01-10 | 8" PVC 24-26 SDR 26 | -1,192.80 | -1,192.80 | 0.00 | 0.00 | -1,192.80 | 100.00% | 0.00 | -119.28
CO#01-11 | 8" PVC 26-28 SDR 26 | 6,365.76 | 6,365.76 | 0.00 | 0.00 | 6,365.76 | 100.00% | 0.00 | 636.58
CO#01-12 | 8" PVC 28-30 SDR 26 | -2,300.76 | -2,300.76 | 0.00 | 0.00 | -2,300.76 | 100.00% | 0.00 | -230.08
CO#01-13 | 8" PVC 30-32 SDR 26 | -11,854.74 | -11,854.74 | 0.00 | 0.00 | -11,854.74 | 100.00% | 0.00 | -1,185.47
CO#01-14 | 8" PVC 32-34 SDR 26 | -13,870.76 | -13,870.76 | 0.00 | 0.00 | -13,870.76 | 100.00% | 0.00 | -1,387.08
CO#01-15 | MANHOLE 0-6 | 4,010.10 | 4,010.10 | 0.00 | 0.00 | 4,010.10 | 100.00% | 0.00 | 401.01
CO#01-16 | MANHOLE 6-8 | -4,315.25 | -4,315.25 | 0.00 | 0.00 | -4,315.25 | 100.00% | 0.00 | -431.53
CO#01-17 | MANHOLE 8-10 | -4,848.95 | -4,848.95 | 0.00 | 0.00 | -4,848.95 | 100.00% | 0.00 | -484.90
CO#01-18 | MANHOLE 12-14 | 34,906.86 | 34,906.86 | 0.00 | 0.00 | 34,906.86 | 100.00% | 0.00 | 3,490.68
CO#01-19 | MANHOLE 14-16 | 13,189.42 | 13,189.42 | 0.00 | 0.00 | 13,189.42 | 100.00% | 0.00 | 1,318.94
CO#01-20 | MANHOLE 16-18 | -34,835.40 | -34,835.40 | 0.00 | 0.00 | -34,835.40 | 100.00% | 0.00 | -3,483.54
CO#01-21 | MANHOLE 18-20 | 14,901.16 | 14,901.16 | 0.00 | 0.00 | 14,901.16 | 100.00% | 0.00 | 1,490.12
CO#01-22 | MANHOLE 20-22 | -7,882.00 | -7,882.00 | 0.00 | 0.00 | -7,882.00 | 100.00% | 0.00 | -788.20
CO#01-23 | MANHOLE 22-24 | -17,179.78 | -17,179.78 | 0.00 | 0.00 | -17,179.78 | 100.00% | 0.00 | -1,717.98
CO#01-24 | MANHOLE 24-26 | -8,859.53 | -8,859.53 | 0.00 | 0.00 | -8,859.53 | 100.00% | 0.00 | -885.95
CO#01-25 | MANHOLE 28-30 | 10,910.41 | 10,910.41 | 0.00 | 0.00 | 10,910.41 | 100.00% | 0.00 | 1,091.04
CO#01-26 | MANHOLE 34-36 | -12,058.31 | -12,058.31 | 0.00 | 0.00 | -12,058.31 | 100.00% | 0.00 | -1,205.83
C0#01-27 | SINGLE LATERAL | -916.89 | -916.89 | 0.00 | 0.00 | -916.89 | 100.00% | 0.00 | -91.69

A | B | C | D | E | F | G | | H | I

Item No.

Description of Work

Scheduled Value

Work Completed

Materials Presently Stored

Total Completed and Stored
To Date

%
(G / C)

Balance To Finish (C-G)

Retainage

| | | FromPrevious Application (D+E) | ThisPeriod In Place | | | | |
| | | | | (Not in D or E) | (D+E+F) | | |
CO#01-28 | DOUBLE LATERAL | 1,004.44 | 1,004.44 | 0.00 | 0.00 | 1,004.44 | 100.00% | 0.00 | 100.45
CO#01-29 | CLEAN SANITARY LINES | -38.06 | -38.06 | 0.00 | 0.00 | -38.06 | 100.00% | 0.00 | -3.80
CO#01-30 | 8" PVC 34-36 SOR 26 | -14,067.60 | -14,067.60 | 0.00 | 0.00 | -14,067.60 | 100.00% | 0.00 | -1,406.76
CO#01-31 | TEST SANITARY LINES | -31.68 | -31.68 | 0.00 | 0.00 | -31.68 | 100.00% | 0.00 | -3.16
CO#01-32 | TV SANITARY LINES | -41.80 | -41.80 | 0.00 | 0.00 | -41.80 | 100.00% | 0.00 | -4.18
CO#01-33 | OPEN CUT SANITARY | -7,561.51 | -7,561.51 | 0.00 | 0.00 | -7,561.51 | 100.00% | 0.00 | -756.15
CO#01-34 | UPGRADE EX LIFT STATION | 346,940.68 | 346,940.68 | 0.00 | 0.00 | 346,940.68 | 100.00% | 0.00 | 34,694.06
CO#03-01 | 6" PVC 0-6 | 4,181.10 | 4,181.10 | 0.00 | 0.00 | 4,181.10 | 100.00% | 0.00 | 418.11
CO#03-02 | SANITARY FITTINGS | 604.26 | 604.26 | 0.00 | 0.00 | 604.26 | 100.00% | 0.00 | 60.42
CO#03-03 | 6" CLEANOUT | 1,400.15 | 1,400.15 | 0.00 | 0.00 | 1,400.15 | 100.00% | 0.00 | 140.02
CO#03-04 | CLEAN SANITARY LINES | 363.30 | 363.30 | 0.00 | 0.00 | 363.30 | 100.00% | 0.00 | 36.33
CO#03-05 | TEST SANITARY LINES | 304.50 | 304.50 | 0.00 | 0.00 | 304.50 | 100.00% | 0.00 | 30.45
CO#03-06 | MANHOLE RISERS | 960.00 | 960.00 | 0.00 | 0.00 | 960.00 | 100.00% | 0.00 | 96.00
CO#03-07 | GENERATOR UPGRADE | 44,778.00 | 44,778.00 | 0.00 | 0.00 | 44,778.00 | 100.00% | 0.00 | 4,477.80
| SANITARY Totals | 2,060,031.75 | 2,060,031.75 | 0.00 | 0.00 | 2,060,031.75 | 100.00% | 0.00 | 206,003.23
Bill Group: | 162030 MISC | | | | | | | |
CO#05-07 | DEMO EX DRIVEWAYS (CREWS LK | 386.40 | 386.40 | 0.00 | 0.00 | 386.40 | 100.00% | 0.00 | 38.64

CO#05-09

RD)
DEMO EX DRIVEWAY (E.F. GRIFFIN)

111.20

111.20

0.00

0.00

111.20

100.00%

0.00

11.12

| MISC Totals | 497.60 | 497.60 | 0.00 | 0.00 | 497.60 | 100.00% | 0.00 | 49.76
Bill Group: | 162081 EARTHWORK | | | | | | | |
CO#05-04 | REGRADE BEHIND LOTS 92 -98 | 10,118.00 | 10,118.00 | 0.00 | 0.00 | 10,118.00 | 100.00% | 0.00 | 1,011.80
| EARTHWORK Totals | 10,118.00 | 10,118.00 | 0.00 | 0.00 | 10,118.00 | 100.00% | 0.00 | 1,011.80
am Group: | 162083 ROADWORK | | | | | | | |
CO#05-05 | ASPHALT LEVELING (CREWS LK RD) | 125,097.00 | 125,097.00 | 0.00 | 0.00 | 125,097.00 | 100.00% | 0.00 | 12,509.70

A | B | C | D | E | F | G | | H | I

Item No.

Description of Work

Scheduled Value

Work Completed

Materials Presently Stored

Total Completed and Stored
To Date

%
(G / C)

Balance To Finish (C-G)

Retainage

| | | From Previous Applieation (D+E) | ThisPeriod In Place | | | | |
| | | | | (Not in D or E) | (D+E+F) | | |

CO#05-06 CO#05-08 CO#05-10

1.25" MILL EXISTING (CREWS LK)
6" CONC. DRIVE (CREWS LK RD)
6" CONC. DRIVE (E.F. GRIFFIN)

-8,621.10
2,875.60
821.60

-8,621.10
2,875.60
821.60

0.00
0.00
0.00

0.00
0.00
0.00

-8,621.10
2,875.60
821.60

100.00%
100.00%
100.00%

0.00
0.00
0.00

-862.11
287.56
82.16

| ROADWORK Totals | 120,173.10 | 120,173.10 | 0.00 | 0.00 | 120,173.10 | 100.00% | 0.00 | 12,017.31
Bill Group: | 162086 STORM | | | | | | | |
CO#05-01 | MODIFY EX STRUCTURE (S-3) | 1,542.41 | 1,542.41 | 0.00 | 0.00 | 1,542.41 | 100.00% | 0.00 | 154.24
CO#05-02 | MODIFY EX STRUCTURE (50-33) | 1,670.81 | 1,670.81 | 0.00 | 0.00 | 1,670.81 | 100.00% | 0.00 | 167.08
| STORM Totals | 3,213.22 | 3,213.22 | 0.00 | 0.00 | 3,213.22 | 100.00% | 0.00 | 321.32
8ill Group: | 162087 WATER/REUSE | | | | | | | |
CO#05-03 | IRRIGATION SER\11CE 2" | 1,772.34 | 1,772.34 | 0.00 | 0.00 | 1,772.34 | 100.00% | 0.00 | 177.23
| WATER/REUSE Totals | 1,n2.34 | 1,n2.34 | 0.00 | 0.00 | 1,n2.34 | 100.00% | 0.00 | 177.23
Bill Group: | 200 STORM | | | | | | | |
202 | 15" RCP | 118,161.12 | 118,161.12 | 0.00 | 0.00 | 118,161.12 | 100.00% | 0.00 | 11,816.11
204 | 18" RCP | 218,800.32 | 218,800.32 | 0.00 | 0.00 | 218,800.32 | 100.00% | 0.00 | 21,880.04
206 | 24" RCP | 207,743.36 | 207,743.36 | 0.00 | 0.00 | 207,743.36 | 100.00% | 0.00 | 20,774.34
208 | 30" RCP | 150,855.68 | 150,855.68 | 0.00 | 0.00 | 150,855.68 | 100.00% | 0.00 | 15,085.57
210 | 36" RCP | 187,326.32 | 187,326.32 | 0.00 | 0.00 | 187,326.32 | 100.00% | 0.00 | 18,732.63
212 | 42" RCP | 4,876.00 | 4,876.00 | 0.00 | 0.00 | 4,876.00 | 100.00% | 0.00 | 487.60
214 | 48" RCP | 53,254.64 | 53,254.64 | 0.00 | 0.00 | 53,254.64 | 100.00% | 0.00 | 5,325.46
216 | STORM MANHOLE | 50,674.60 | 50,674.60 | 0.00 | 0.00 | 50,674.60 | 100.00% | 0.00 | 5,067.46
218 | J MANHOLE | 25,528.65 | 25,528.65 | 0.00 | 0.00 | 25,528.65 | 100.00% | 0.00 | 2,552.87
220 | 15" MES | 4,223.40 | 4,223.40 | 0.00 | 0.00 | 4,223.40 | 100.00% | 0.00 | 422.34
222 | 18" MES | 1,557.26 | 1,557.26 | 0.00 | 0.00 | 1,557.26 | 100.00% | 0.00 | 155.73
224 | 24" MES | 3,974.80 | 3,974.80 | 0.00 | 0.00 | 3,974.80 | 100.00% | 0.00 | 397.49
226 | 30" MES | 1,922.68 | 1,922.68 | 0.00 | 0.00 | 1,922.68 | 100.00% | 0.00 | 192.26
228 | 36" MES | 11,687.05 | 11,687.05 | 0.00 | 0.00 | 11,687.05 | 100.00% | 0.00 | 1,168.70

A | B | C | D | E | F | G | | H | I

Item
No.

Description of Work

Scheduled
Value

Work Completed

Materials Presently Stored

Total Completed and Stored
To Date

% (G / C)

Balance To Finish (C-G)

Retainage

| | | From Previous Application (D+E) | This Period In Place | | | | |
| | | | | (Not in D or E) | (D+E+F) | | |
230 | 42" MES | 2,853.97 | 2,853.97 | 0.00 | 0.00 | 2,853.97 | 100.00% | 0.00 | 285.40
232 | 48" MES | 3,459.37 | 3,459.37 | 0.00 | 0.00 | 3,459.37 | 100.00% | 0.00 | 345.94
234 | P-5 INLET | 247,698.16 | 247,698.16 | 0.00 | 0.00 | 247,698.16 | 100.00% | 0.00 | 24,769.81
236 | P-6 INLET | 85,959.51 | 85,959.51 | 0.00 | 0.00 | 85,959.51 | 100.00% | 0.00 | 8,595.96
238 | J-5 INLET | 58,651.30 | 58,651.30 | 0.00 | 0.00 | 58,651.30 | 100.00% | 0.00 | 5,865.13
240 | J-6 INLET | 80,054.38 | 80,054.38 | 0.00 | 0.00 | 80,054.38 | 100.00% | 0.00 | 8,005.44
242 | TYPE VINLET | 7,011.44 | 7,011.44 | 0.00 | 0.00 | 7,011.44 | 100.00% | 0.00 | 701.15
244 | V INLET W/ J BOTTOM | 12,825.26 | 12,825.26 | 0.00 | 0.00 | 12,825.26 | 100.00% | 0.00 | 1,282.53
246 | C CONTROL STRUCTURE | 27,300.56 | 27,300.56 | 0.00 | 0.00 | 27,300.56 | 100.00% | 0.00 | 2,730.06
248 | UNDERDRAIN FILTER | 9,485.28 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00% | 9,485.28 | 0.00
250 | SPLASH PAD | 9,365.49 | 9,365.49 | 0.00 | 0.00 | 9,365.49 | 100.00% | 0.00 | 936.56
252 | CLEAN STORM | 47,297.20 | 47,297.20 | 0.00 | 0.00 | 47,297.20 | 100.00% | 0.00 | 4,729.72
254 | STORM INSPECTION | 38,016.24 | 38,016.24 | 0.00 | 0.00 | 38,016.24 | 100.00% | 0.00 | 3,801.62
256 | RIP RAP | 49,888.50 | 49,888.50 | 0.00 | 0.00 | 49,888.50 | 100.00% | 0.00 | 4,988.85
CO#01-35 | 15" RCP | 11,214.72 | 11,214.72 | 0.00 | 0.00 | 11,214.72 | 100.00% | 0.00 | 1,121.47
CO#01-36 | 18" RCP | -16,003.52 | -16,003.52 | 0.00 | 0.00 | -16,003.52 | 100.00% | 0.00 | -1,600.36
CO#01-37 | 24" RCP | 15,214.40 | 15,214.40 | 0.00 | 0.00 | 15,214.40 | 100.00% | 0.00 | 1,521.44
CO#01-38 | STORM MANHOLE | 2,533.73 | 2,533.73 | 0.00 | 0.00 | 2,533.73 | 100.00% | 0.00 | 253.37
CO#01-39 | J MANHOLE | 3,688.04 | 3,688.04 | 0.00 | 0.00 | 3,688.04 | 100.00% | 0.00 | 368.80
CO#01-40 | 15" MES | -1,407.80 | -1,407.80 | 0.00 | 0.00 | -1,407.80 | 100.00% | 0.00 | -140.78
CO#01-41 | P-5 INLET | 18,213.10 | 18,213.10 | 0.00 | 0.00 | 18,213.10 | 100.00% | 0.00 | 1,821.31
CO#01-42 | P-6 INLET | -4,093.31 | -4,093.31 | 0.00 | 0.00 | -4,093.31 | 100.00% | 0.00 | -409.33
CO#01-43 | J-5 INLET | 5,901.64 | 5,901.64 | 0.00 | 0.00 | 5,901.64 | 100.00% | 0.00 | 590.16
CO#01-44 | J-6 INLET | 5,716.56 | 5,716.56 | 0.00 | 0.00 | 5,716.56 | 100.00% | 0.00 | 571.66
CO#01-45 | TYPE E INLET | 3,211.04 | 3,211.04 | 0.00 | 0.00 | 3,211.04 | 100.00% | 0.00 | 321.11
CO#01-46 | OVERFLOW WEIR | 6,174.92 | 6,174.92 | 0.00 | 0.00 | 6,174.92 | 100.00% | 0.00 | 617.49
CO#01-47 | SPLASH PAD | -3,121.50 | -3, 121.50 | 0.00 | 0.00 | -3,121.50 | 100.00% | 0.00 | -312.16
CO#01-48 | CLEAN STORM | 614.80 | 614.80 | 0.00 | 0.00 | 614.80 | 100.00% | 0.00 | 61.48
CO#01-49 | STROM INSPECTION | 494.16 | 494.16 | 0.00 | 0.00 | 494.16 | 100.00% | 0.00 | 49.42
CO#03-08 | 18" RCP | 17,615.28 | 17,615.28 | 0.00 | 0.00 | 17,615.28 | 100.00% | 0.00 | 1,761.53
CO#03-09 | 24" RCP | 6,657.28 | 6,657.28 | 0.00 | 0.00 | 6,657.28 | 100.00% | 0.00 | 665.73
CO#03-10 | STORM MANHOLE | 2,533.73 | 2,533.73 | 0.00 | 0.00 | 2,533.73 | 100.00% | 0.00 | 253.37

A | B | C | D | E | F | G | | H | I
Item | Description of Work | Scheduled | Work Completed | Materials | Total | % | Balance | Retainage |
No. | | Value | From Previous | ThisPeriod | Presently | Completed | (G / C) | To Finish |
| | | Application (D+E) | In Place | Stored | and Stored To Date | | (C-G) |
| | | | | (Not in D or E) | (D+E+F) | | |
CO#03-11 | 24" MES | 993.70 | 993.70 | 0.00 | 0.00 | 993.70 | 100.00% | 0.00 | 99.37
CO#03-12 | TYPE F INLET | 17,660.20 | 17,660.20 | 0.00 | 0.00 | 17,660.20 | 100.00% | 0.00 | 1,766.02
CO#03-13 | TIE TO EXISTING STR | 1,421.24 | 1,421.24 | 0.00 | 0.00 | 1,421.24 | 100.00% | 0.00 | 142.12
CO#03-14 | SPLASH PAD | 1,040.19 | 1,040.19 | 0.00 | 0.00 | 1,040.19 | 100.00% | 0.00 | 104.02
CO#03-15 | CLEAN STORM | 1,547.60 | 1,547.60 | 0.00 | 0.00 | 1,547.60 | 100.00% | 0.00 | 154.76
CO#03-16 | STORM INSPECTION | 1,243.92 | 1,243.92 | 0.00 | 0.00 | 1,243.92 | 100.00% | 0.00 | 124.39
CO#03-17 | WATER SERVICE | 7,133.85 | 7,133.85 | 0.00 | 0.00 | 7,133.85 | 100.00% | 0.00 | 713.39
| STORM Totals | 1,826,650.51 | 1,817,165.23 | 0.00 | 0.00 | 1,817,165.23 | 99.48% | 9,485.28 | 181,716.55
13ill Group: | 300 WATER | | | | | | | |
302 | 4" PVC | 8,843.00 | 8,843.00 | 0.00 | 0.00 | 8,843.00 | 100.00% | 0.00 | 884.31
304 | 6"PVC | 4,331.60 | 4,331.60 | 0.00 | 0.00 | 4,331.60 | 100.00% | 0.00 | 433.15
306 | 8" PVC | 449,692.80 | 449,692.80 | 0.00 | 0.00 | 449,692.80 | 100.00% | 0.00 | 44,969.28
308 | 12" PVC | 88,533.60 | 88,533.60 | 0.00 | 0.00 | 88,533.60 | 100.00% | 0.00 | 8,853.36
310 | WM SINGLE SERVICE | 50,916.01 | 50,916.01 | 0.00 | 0.00 | 50,916.01 | 100.00% | 0.00 | 5,091.60
312 | WM DOUBLE SERVICE | 200,333.28 | 200,333.28 | 0.00 | 0.00 | 200,333.28 | 100.00% | 0.00 | 20,033.33
314 | WATER FITTINGS | 51,848.16 | 51,848.16 | 0.00 | 0.00 | 51,848.16 | 100.00% | 0.00 | 5,184.81
316 | 4" GATE VALVE | 1,918.08 | 1,918.08 | 0.00 | 0.00 | 1,918.08 | 100.00% | 0.00 | 191.80
318 | 8" GATE VALVE | 63,950.25 | 63,950.25 | 0.00 | 0.00 | 63,950.25 | 100.00% | 0.00 | 6,395.03
320 | 12" GATE VALVE | 14,491.30 | 14,491.30 | 0.00 | 0.00 | 14,491.30 | 100.00% | 0.00 | 1,449.14
322 | FIRE HYDRANT | 122,464.75 | 122,464.75 | 0.00 | 0.00 | 122,464.75 | 100.00% | 0.00 | 12,246.49
324 | FIRE HYDRANT DIRECT TAP | 13,527.46 | 13,527.46 | 0.00 | 0.00 | 13,527.46 | 100.00% | 0.00 | 1,352.75
326 | 2" BLOW OFF | 9,570.33 | 9,570.33 | 0.00 | 0.00 | 9,570.33 | 100.00% | 0.00 | 957.04
328 | 2" JUMPER | 2,468.82 | 2,468.82 | 0.00 | 0.00 | 2,468.82 | 100.00% | 0.00 | 246.88
330 | 12" WET TAP | 7,927.23 | 7,927.23 | 0.00 | 0.00 | 7,927.23 | 100.00% | 0.00 | 792.72
332 | TEST WATER LINES | 42,426.40 | 42,426.40 | 0.00 | 0.00 | 42,426.40 | 100.00% | 0.00 | 4,242.64
334 | TIE TO EXISTING WATER | 1,381.91 | 1,381.91 | 0.00 | 0.00 | 1,381.91 | 100.00% | 0.00 | 138.20
336 | SAMPLE POINTS | 8,766.73 | 8,766.73 | 0.00 | 0.00 | 8,766.73 | 100.00% | 0.00 | 876.67
CO#01-50 | 4" PVC | 5,497.00 | 5,497.00 | 0.00 | 0.00 | 5,497.00 | 100.00% | 0.00 | 549.70
CO#01-51 | WATTER FITTINGS | 2,698.97 | 2,698.97 | 0.00 | 0.00 | 2,698.97 | 100.00% | 0.00 | 269.90
CO#01-52 | 8" GATE VALVE | 3,279.50 | 3,279.50 | 0.00 | 0.00 | 3,279.50 | 100.00% | 0.00 | 327.95
CO#01-53 | 2" BLOW OFF | -2,734.38 | -2,734.38 | 0.00 | 0.00 | -2,734.38 | 100.00% | 0.00 | -273.44

A | B | C | D | E | F | G | | H | I

Item No.

Description of Work

Scheduled Value

Work Completed

Materials Presently Stored

Total Completed and Stored
To Date

%
(G /C)

Balance To Finish (C-G)

Retainage

| | | From Previous Application (D+E) | This Period In Place | | | | |
| | | | | (Not in D or E) | (D+E+F) | | |
CO#01-54 | TEST WATER LINES | 868.80 | 868.80 | 0.00 | 0.00 | 868.80 | 100.00% | 0.00 | 86.88
CO#01-55 | SAMPLE POINTS | 1,031.38 | 1,031.38 | 0.00 | 0.00 | 1,031.38 | 100.00% | 0.00 | 103.14
CO#03-18 | 2" BACKFLOW PREVENTER | 5,075.84 | 5,075.84 | 0.00 | 0.00 | 5,075.84 | 100.00% | 0.00 | 507.58
| WATER Totals | 1,159,108.82 | 1,159,108.82 | 0.00 | 0.00 | 1,159,108.82 | 100.00% | 0.00 | 115,910.91
Bill Group: | 400 PAVING | | | | | | | |
402 | ASPHALT 1.5" | 395,970.30 | 395,970.30 | 0.00 | 0.00 | 395,970.30 | 100.00% | 0.00 | 39,597.04
404 | ASPHALT 2" | 208,741.10 | 208,741.10 | 0.00 | 0.00 | 208,741.10 | 100.00% | 0.00 | 20,874.11
406 | LIMEROCK6" | 517,878.90 | 517,878.90 | 0.00 | 0.00 | 517,878.90 | 100.00% | 0.00 | 51,787.90
408 | LIMEROCK8" | 282,698.40 | 282,698.40 | 0.00 | 0.00 | 282,698.40 | 100.00% | 0.00 | 28,269.84
410 | STABILIZER 12" | 386,555.00 | 386,555.00 | 0.00 | 0.00 | 386,555.00 | 100.00% | 0.00 | 38,655.50
412 | DROP CURB | 660,445.20 | 660,445.20 | 0.00 | 0.00 | 660,445.20 | 100.00% | 0.00 | 66,044.52
414 | D CURB | 10,259.20 | 10,259.20 | 0.00 | 0.00 | 10,259.20 | 100.00% | 0.00 | 1,025.92
416 | VALLEY GUTTER | 20,160.80 | 20,160.80 | 0.00 | 0.00 | 20,160.80 | 100.00% | 0.00 | 2,016.08
418 | 5' SIDEWALK 6" THICK | 5,377.15 | 5,377.15 | 0.00 | 0.00 | 5,377.15 | 100.00% | 0.00 | 537.72
420 | 5' SIDEWALK 4" THICK | 357,874.65 | 357,874.65 | 0.00 | 0.00 | 357,874.65 | 100.00% | 0.00 | 35,787.47
422 | 5' WHEEL CHAIR RAMP | 84,457.80 | 84,457.80 | 0.00 | 0.00 | 84,457.80 | 100.00% | 0.00 | 8,445.79
424 | SIGNS-PAVEMENT MARKINGS | 18,831.54 | 18,831.54 | 0.00 | 0.00 | 18,831.54 | 100.00% | 0.00 | 1,883.15
CO#01-56 | 5' SIDEWALK 6" THICK | 786.90 | 786.90 | 0.00 | 0.00 | 786.90 | 100.00% | 0.00 | 78.70
CO#01-57 | 5' SIDEWALK 4" THICK | 1,254.60 | 1,254.60 | 0.00 | 0.00 | 1,254.60 | 100.00% | 0.00 | 125.46
CO#01-78 | 6" CONCRETE PAVING | 2,012.50 | 2,012.50 | 0.00 | 0.00 | 2,012.50 | 100.00% | 0.00 | 201.25
CO#01-79 | LIMEROCK 14" (FULL DEPTH) | 27,636.00 | 27,636.00 | 0.00 | 0.00 | 27,636.00 | 100.00% | 0.00 | 2,763.60
CO#01-80 | STABILIZED SHOULDER | 17,311.80 | 17,311.80 | 0.00 | 0.00 | 17,311.80 | 100.00% | 0.00 | 1,731.19
CO#01-81 | TYPE F CURB | 3,258.50 | 3,258.50 | 0.00 | 0.00 | 3,258.50 | 100.00% | 0.00 | 325.85
CO#03-19 | ASPHALT 1.5" | 32,848.60 | 32,848.60 | 0.00 | 0.00 | 32,848.60 | 100.00% | 0.00 | 3,284.86
CO#03-20 | LIMEROCK6" | 42,961.80 | 42,961.80 | 0.00 | 0.00 | 42,961.80 | 100.00% | 0.00 | 4,296.18
CO#03-21 | STABILIZER 12" | 18,335.00 | 18,335.00 | 0.00 | 0.00 | 18,335.00 | 100.00% | 0.00 | 1,833.50
CO#03-22 | D CURB | 18,995.55 | 18,995.55 | 0.00 | 0.00 | 18,995.55 | 100.00% | 0.00 | 1,899.56
CO#03-23 | VALLEY GUTTER | 4,518.80 | 4,518.80 | 0.00 | 0.00 | 4,518.80 | 100.00% | 0.00 | 451.88
CO#03-24 | 5' SIDEWALK 4" THICK | 4,184.00 | 4,184.00 | 0.00 | 0.00 | 4,184.00 | 100.00% | 0.00 | 418.40
CO#03-25 | 5' SIDEWALK THICKENED EDGE | 17,640.00 | 17,640.00 | 0.00 | 0.00 | 17,640.00 | 100.00% | 0.00 | 1,764.00
CO#03-26 | 7' SIDEWALK 4" THICKENED | 368.10 | 368.10 | 0.00 | 0.00 | 368.10 | 100.00% | 0.00 | 36.81

Use Column I on Contracts where variable retainage for line items may apply. | | | | | Architect's Project No.: | | | | | | |
Invoice#: | 2118-14 | Contract: | 2118. Wind Meadows Ph 1 | | | | | | | | |
A | B | C | D | E | | F | | G | | H | | I
Item | Description of Work | Scheduled | Work Completed | | | Materials | | Total | % | Balance | Retainage |
No. | | Value | FromPrevious | This Period | Presently | Completed | (GI C) | To Finish | | | |
| | | Application | In Place | Stored | | and Stored | | (C-G) | | |
| | | (D+E) | | | | | To Date | | | |
| | | | | | (Not in D or E) | (D+E+F) | | | | |
CO#03-27 | 7' SIDEWALK THICKENED EDGE | 3,471.30 | 3,471.30 | | 0.00 | | 0.00 | 3,471.30 | 100.00% | | 0.00 | 347.13
CO#03-28 | 10' SIDEWALK4" THICK | 321.70 | 321.70 | | 0.00 | | 0.00 | 321.70 | 100.00% | | 0.00 | 32.17
CO#03-29 | 5' WHEEL CHAIR RAMP | 8,043.60 | 8,043.60 | | 0.00 | | 0.00 | 8,043.60 | 100.00% | | 0.00 | 804.36
CO#04-01 | SIGNS - MARKINGS | -6,755.79 | -6,755.79 | | 0.00 | | 0.00 | -6,755.79 | 100.00% | | 0.00 | -675.58
| PAVING Totals | 3,146,443.00 | 3,146,443.00 | | 0.00 | | 0.00 | 3,146,443.00 | 100.00% | | 0.00 | 314,644.36
am Group: | 500 EARTHWORK | | | | | | | | | | |
502 | INLET PROTECTION | 14,883.57 | 14,883.57 | | 0.00 | | 0.00 | 14,883.57 | 100.00% | | 0.00 | 1,488.37
504 | SILT FENCE | 22,193.20 | 22,193.20 | | 0.00 | | 0.00 | 22,193.20 | 100.00% | | 0.00 | 2,219.32
506 | CLEARING - BURN ON SITE | 1,566.54 | 1,566.54 | | 0.00 | | 0.00 | 1,566.54 | 100.00% | | 0.00 | 156.65
508 | MOWANDDISK | 40,639.20 | 40,639.20 | | 0.00 | | 0.00 | 40,639.20 | 100.00% | | 0.00 | 4,063.92
510 | EXCAVATION | 535,498.60 | 535,498.60 | | 0.00 | | 0.00 | 535,498.60 | 100.00% | | 0.00 | 53,549.87
512 | EMBANKMENT | 170,653.40 | 170,653.40 | | 0.00 | | 0.00 | 170,653.40 | 100.00% | | 0.00 | 17,065.35
514 | POND GRADING | 21,167.00 | 21,167.00 | | 0.00 | | 0.00 | 21,167.00 | 100.00% | | 0.00 | 2,116.70
516 | PAD GRADING | 70,715.84 | 70,715.84 | | 0.00 | | 0.00 | 70,715.84 | 100.00% | | 0.00 | 7,071.59
518 | R/WGRADING | 32,934.20 | 32,934.20 | | 0.00 | | 0.00 | 32,934.20 | 100.00% | | 0.00 | 3,293.42
520 | SLOPE GRADING | 29,081.10 | 29,081.10 | | 0.00 | | 0.00 | 29,081.10 | 100.00% | | 0.00 | 2,908.12
522 | POND SOD | 71,829.00 | 71,829.00 | | 0.00 | | 0.00 | 71,829.00 | 100.00% | | 0.00 | 7,182.90
524 | R/WSOD | 46,481.85 | 46,481.85 | | 0.00 | | 0.00 | 46,481.85 | 100.00% | | 0.00 | 4,648.19
526 | SEED& MULCH | 95,220.00 | 95,220.00 | | 0.00 | | 0.00 | 95,220.00 | 100.00% | | 0.00 | 9,522.00
528 | STRIP SOD | 17,760.60 | 17,760.60 | | 0.00 | | 0.00 | 17,760.60 | 100.00% | | 0.00 | 1,776.06
530 | SLOPE SOD | 113,580.90 | 113,580.90 | | 0.00 | | 0.00 | 113,580.90 | 100.00% | | 0.00 | 11,358.10
532 | DEMO CONG. DW | 415.20 | 415.20 | | 0.00 | | 0.00 | 415.20 | 100.00% | | 0.00 | 41.52
534 | DEMO FENCE | 8,664.00 | 8,664.00 | | 0.00 | | 0.00 | 8,664.00 | 100.00% | | 0.00 | 866.40
536 | DEMO EX PAVING | 5,906.40 | 5,906.40 | | 0.00 | | 0.00 | 5,906.40 | 100.00% | | 0.00 | 590.64
CO#01-58 | INLET PROTECTION | 763.26 | 763.26 | | 0.00 | | 0.00 | 763.26 | 100.00% | | 0.00 | 76.32
CO#01-59 | EXCAVATION | 37,714.04 | 37,714.04 | | 0.00 | | 0.00 | 37,714.04 | 100.00% | | 0.00 | 3,771.40
CO#01-60 | EMBANKMENT | 12,018.76 | 12,018.76 | | 0.00 | | 0.00 | 12,018.76 | 100.00% | | 0.00 | 1,201.88
CO#01-61 | POND OVER EXCAVATION | 101,725.00 | 101,725.00 | | 0.00 | | 0.00 | 101,725.00 | 100.00% | | 0.00 | 10,172.50
CO#01-62 | EXCAVATE/DISPOSE UNSUITABLE | 2,581.53 | 2,581.53 | | 0.00 | | 0.00 | 2,581.53 | 100.00% | | 0.00 | 258.15
CO#01-63 | R/WGRADING | 1,118.30 | 1,118.30 | | 0.00 | | 0.00 | 1,118.30 | 100.00% | | 0.00 | 111.83
CO#01-64 | SLOPE GRADING | -6,598.50 | -6,598.50 | | 0.00 | | 0.00 | -6,598.50 | 100.00% | | 0.00 | -659.85

A | B | C | D | E | F | G | | H | I

Item
No.

Description of Work

Scheduled
Value

Work Completed

Materials

Total

%

Balance

Retainage

| | | FromPrevious | ThisPeriod | Presently | Completed | (G / C) | To Finish |
| | | Application (D+E) | In Place | Stored | and Stored To Date | | (C-G) |
| | | | | (Not in D or E) | (O+E+F) | | |
CO#01-65 | BERM GRADING | 9,634.95 | 9,634.95 | 0.00 | 0.00 | 9,634.95 | 100.00% | 0.00 | 963.49
CO#01-66 | R/WSOD | 1,956.15 | 1,956.15 | 0.00 | 0.00 | 1,956.15 | 100.00% | 0.00 | 195.61
CO#01-67 | SEED & MULCH | -3,105.00 | -3,105.00 | 0.00 | 0.00 | -3,105.00 | 100.00% | 0.00 | -310.50
CO#01-68 | SLOPE SOD | -25,771.50 | -25,771.50 | 0.00 | 0.00 | -25,771.50 | 100.00% | 0.00 | -2,577.16
CO#01-69 | BERM SOD | 32,695.65 | 19,617.39 | 0.00 | 0.00 | 19,617.39 | 60.00% | 13,078.26 | 1,961.74
CO#01-82 | REMOVE-REPLACE PAVERS | 5,822.25 | 5,822.25 | 0.00 | 0.00 | 5,822.25 | 100.00% | 0.00 | 582.23
CO#01-83 | DEMO EX PAVING | 1,766.40 | 1,766.40 | 0.00 | 0.00 | 1,766.40 | 100.00% | 0.00 | 176.64
CO#03-30 | MAIL KIOSK 4" THICK | 5,057.80 | 0.00 | 5,057.80 | 0.00 | 5,057.80 | 100.00% | 0.00 | 505.78
CO#03-31 | BIKE PAD 4" THICK | 1,254.00 | 0.00 | 1,254.00 | 0.00 | 1,254.00 | 100.00% | 0.00 | 125.40
CO#03-32 | INLET PROTECTION | 636.05 | 636.05 | 0.00 | 0.00 | 636.05 | 100.00% | 0.00 | 63.60
CO#03-33 | EXCAVATION | 8,699.60 | 8,699.60 | 0.00 | 0.00 | 8,699.60 | 100.00% | 0.00 | 869.96
CO#03-34 | EMBANKMENT | 162.40 | 162.40 | 0.00 | 0.00 | 162.40 | 100.00% | 0.00 | 16.24
CO#03-35 | R/WGRADING | 1,187.20 | 296.80 | 890.40 | 0.00 | 1,187.20 | 100.00% | 0.00 | 118.72
CO#03-36 | SLOPE GRADING | 62.40 | 62.40 | 0.00 | 0.00 | 62.40 | 100.00% | 0.00 | 6.24
CO#03-37 | R/WSOD | 2,912.49 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00% | 2,912.49 | 0.00
CO#03-38 | SLOPE SOD | 248.40 | 248.40 | 0.00 | 0.00 | 248.40 | 100.00% | 0.00 | 24.84
CO#03-39 | SEED & MULCH | 1,552.50 | 0.00 | 1,552.50 | 0.00 | 1,552.50 | 100.00% | 0.00 | 155.25
| EARTHWORK Totals | 1,493,284.73 | 1,468,539.28 | 8,754.70 | o.oo | 1,477,293.98 | 98.93% | 15,990.75 | 147,729.43
Bill Group: | 700 OFFSITE | | | | | | | |
702 | EXCAVATE AND GRADE OFFSITE | 6,341.58 | 6,341.58 | 0.00 | 0.00 | 6,341.58 | 100.00% | 0.00 | 634.16
704 | ASPHALT 1" OVERLAY | 36,394.40 | 36,394.40 | 0.00 | 0.00 | 36,394.40 | 100.00% | 0.00 | 3,639.44
706 | ASPHALT 1.50" | 25,854.20 | 25,854.20 | 0.00 | 0.00 | 25,854.20 | 100.00% | 0.00 | 2,585.42

708
710

1" MILL EXISTING
LIMEROCK 14" (FULL DEPTH)

5,747.40
67,642.40

5,747.40
67,642.40

0.00
0.00

0.00
0.00

5,747.40
67,642.40

100.00%
100.00%

0.00
0.00

574.74
6,764.24

712 | STABILIZED SHOULDER | 19,593.20 | 19,593.20 | 0.00 | 0.00 | 19,593.20 | 100.00% | 0.00 | 1,959.32
714 | 5' SIDEWALK 4" THICK | 41,141.30 | 41,141.30 | 0.00 | 0.00 | 41,141.30 | 100.00% | 0.00 | 4,114.14
716 | WHEEL CHAIR RAMP | 2,983.14 | 2,983.14 | 0.00 | 0.00 | 2,983.14 | 100.00% | 0.00 | 298.31
718 | SIGNS-PAVEMENT MARKINGS | 14,963.23 | 14,963.23 | 0.00 | 0.00 | 14,963.23 | 100.00% | 0.00 | 1,496.32
720 | R/W GRADING - OFFSITE | 2,782.50 | 2,782.50 | 0.00 | 0.00 | 2,782.50 | 100.00% | 0.00 | 278.25

722
724

R/W SOD - OFFSITE MOT

7,679.70
15,487.15

7,679.70
15,487.15

0.00
0.00

0.00
0.00

7,679.70
15,487.15

100.00%
100.00%

0.00
0.00

767.97
1,548.72

A | B | C | D | E | F | G | | H | I
Item | Description of Work | Scheduled | Work Completed | Materials | Total | % | Balance | Retainage |
No. | | Value | FromPrevious | This Period | Presently | Completed | (G /C) | To Finish |
| | | Application (D+E) | In Place | Stored | and Stored To Date | | (C-G) |
| | | | | (Not in D or E) | (D+E+F) | | |
CO#01-70 | ASPHALT 1" OVERLAY | -36,394.40 | -36,394.40 | 0.00 | 0.00 | -36,394.40 | 100.00% | 0.00 | -3,639.44
CO#01-71 | ASPHALT 1.25" OVERLAY | 49,955.20 | 49,955.20 | 0.00 | 0.00 | 49,955.20 | 100.00% | 0.00 | 4,995.52
CO#01-72 | SIGNS-PAVEMENT MARKINGS | 476.10 | 476.10 | 0.00 | 0.00 | 476.10 | 100.00% | 0.00 | 47.60
CO#01-73 | SILT FENCE | 4,350.50 | 4,350.50 | 0.00 | 0.00 | 4,350.50 | 100.00% | 0.00 | 435.05
CO#01-74 | EXCAVATE AND GRADE | 4,228.10 | 4,228.10 | 0.00 | 0.00 | 4,228.10 | 100.00% | 0.00 | 422.82
CO#01-75 | ASPHALT 1.25" OVERLAY | 48,790.20 | 48,790.20 | 0.00 | 0.00 | 48,790.20 | 100.00% | 0.00 | 4,879.02
CO#01-76 | ASPHALT 1.50" | 10,563.00 | 10,563.00 | 0.00 | 0.00 | 10,563.00 | 100.00% | 0.00 | 1,056.30
CO#01-77 | 1.25" MILL EXISTING | 8,621.10 | 0.00 | 8,621.10 | 0.00 | 8,621.10 | 100.00% | 0.00 | 862.11
CO#01-84 | SIGNS-PAVEMENT MARKINGS | 11,031.95 | 11,031.95 | 0.00 | 0.00 | 11,031.95 | 100.00% | 0.00 | 1,103.20
CO#01-85 | R/WGRADING | 4,301.25 | 4,301.25 | 0.00 | 0.00 | 4,301.25 | 100.00% | 0.00 | 430.14
CO#01-86 | R/WSOD | 11,871.45 | 11,871.45 | 0.00 | 0.00 | 11,871.45 | 100.00% | 0.00 | 1,187.15
CO#01-87 | MOT | 15,487.15 | 15,487.15 | 0.00 | 0.00 | 15,487.15 | 100.00% | 0.00 | 1,548.71
| OFFSITE Totals | 379,891.80 | 371,270.70 | 8,621.10 | 0.00 | 379,891.80 | 100.00% | 0.00 | 37,989.21
Bill Group: | 800 MISC | | | | | | | |
802 | SURVEY | 58,812.00 | 58,812.00 | 0.00 | 0.00 | 58,812.00 | 100.00% | 0.00 | 5,881.20
804 | ASBUILTS | 24,446.50 | 23,224.18 | 1,222.32 | 0.00 | 24,446.50 | 100.00% | 0.00 | 2,444.65
806 | MOBILIZATION | 16,966.81 | 16,966.81 | 0.00 | 0.00 | 16,966.81 | 100.00% | 0.00 | 1,696.68
808 | ENVIRONMENTAL | 2,800.45 | 2,800.45 | 0.00 | 0.00 | 2,800.45 | 100.00% | 0.00 | 280.05
810 | GEOTECH TESTING | 96,600.00 | 96,600.00 | 0.00 | 0.00 | 96,600.00 | 100.00% | 0.00 | 9,660.00
812 | 79 G LOT TESTING | 59,800.00 | 59,800.00 | 0.00 | 0.00 | 59,800.00 | 100.00% | 0.00 | 5,980.00
814 | S.WP.P.P. | 3,450.00 | 3,450.00 | 0.00 | 0.00 | 3,450.00 | 100.00% | 0.00 | 345.00
816 | R/WPERMIT | 5,668.28 | 5,668.28 | 0.00 | 0.00 | 5,668.28 | 100.00% | 0.00 | 566.83
CO#01-01 | 8" PVC 6-8 SOR 26 | 85.44 | 85.44 | 0.00 | 0.00 | 85.44 | 100.00% | 0.00 | 8.54
CO#01-88 | SURVEY | 2,450.50 | 2,450.50 | 0.00 | 0.00 | 2,450.50 | 100.00% | 0.00 | 245.06
CO#01-89 | ASBUILTS | 2,499.30 | 2,374.34 | 124.96 | 0.00 | 2,499.30 | 100.00% | 0.00 | 249.95
CO#01-90 | R/WPERMIT | 4,447.83 | 4,447.83 | 0.00 | 0.00 | 4,447.83 | 100.00% | 0.00 | 444.78
CO#02-01 | 1" SINGLE POWER CROSSING | 14,937.60 | 14,937.60 | 0.00 | 0.00 | 14,937.60 | 100.00% | 0.00 | 1,493.76
CO#02-02 | 2.5" SINGLE POWER CROSSINGS | 87,584.00 | 87,584.00 | 0.00 | 0.00 | 87,584.00 | 100.00% | 0.00 | 8,758.40
CO#02-03 | 3" SINGLE POWER CROSSINGS | 11,315.20 | 11,315.20 | 0.00 | 0.00 | 11,315.20 | 100.00% | 0.00 | 1,131.52
CO#02-04 | 2" DOUBLE POWER CROSSINGS | 75,168.00 | 75,168.00 | 0.00 | 0.00 | 75,168.00 | 100.00% | 0.00 | 7,516.80
CO#02-05 | 4" IRRIGATION CROSSINGS | 7,968.00 | 7,968.00 | 0.00 | 0.00 | 7,968.00 | 100.00% | 0.00 | 796.80
Use Column I on Contracts where variable retainage for line items may apply.
^Invoice#:	^2118-14	Contract:  2118. Wind Meadows Ph 1
Architect's Project No.:

A | B | C | D | E | F | G | | H | I

Item No.

Description of Work

Scheduled Value

Work Completed

Materials Presently Stored

Total Completed
and Stored To Date

%
(G / C)

Balance To Finish (C-G)

Retainage

| | | FromPrevious Application (D+E) | This Period In Place | | | | |
| | | | | (Not in D or E) | (D+E+F) | | |
CO#02-06 | SURVEY FOR CROSSINGS | 2,827.50 | 2,827.50 | 0.00 | 0.00 | 2,827.50 | 100.00% | 0.00 | 282.75
C0#02-07 | SURVEY FOR POWER LAYOUT | 5,655.00 | 5,655.00 | 0.00 | 0.00 | 5,655.00 | 100.00% | 0.00 | 565.50
| MISC Totals | 483,482.41 | 482,135.13 | 1,347.28 | 0.00 | 483,482.41 | 100.00% | 0.00 | 48,348.27
Grand Totals | 10,684,667.28 | 10,640,468.17 | 18,723.08 | 0.00 | 10,659,191.25 | 99.76% | 25,476.03 | 1,065,919.38 |
APPLICATION AND CERTIFICATE FOR PAYMENT	Invoice#:  2118?15
TO Owne,: Wind Meadow South, LLC 4900 Dundee Road
Project:	2118. Wind Meadows Ph1	_Application _No.:	_15

Distribution to:
Owner
CJ	Architeot
Winter Haven, FL 33884
From Contractor:	Blue Ox Enterprises, LLC
500 North way
Sanford, FL 32773
Contract For:

Via Arohitect
Period To:	8125/2022

ProjectNos; Contract Date:
c::::J Contractor

CONTRACTOR'S APPLICATION FOR PAYMENT
Application is made 1or payment, as shown below, in connection v.-ith the Contract.
Continuation Sheet is attached.
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. That alt 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 ls now due.
Original Contract Sum , .
Net Change By Change Order
Contract Sum To Date ....
Total Completed and Stored To Date ..
Retainage:
10.00% of Completed Work
b.		0.00% of Stored Material Total Retainage
6, Total Earned Less Retainage

$1,066,331.73
$0.00
$9,372,430.13
$1,290,884.56
$10,663,314,69
$10,663,314.69

$1,066,331.73
$9,596,982.96

CONTRA(JCTO:R/q?f· \Enterpnses, LLC

By:	'--	-- 	Date: 

State of: FlovJGf,(J...,
Subscribed an_p's,Om to b9"1?r•,th..js .	1 ,;){,;f'h
Notary Pubflc/ /t,_,;-;l:.,efi,, '	/,cw,L
My Ccmmiss'tone$(JffeS:	J

ARCHITECT'S CERTIFICATE FOR PAYMENT
In accordance with the Contract Documents, based on o
comprising the aboW! application, the Architect certifies to lhe Owner that to the best of the
Arctiitect's knowledge, information, and belief, the Work has progressed as indicated,
the quality of the Work is in accordance with the Contract Doet..ments, and the Contractor
is entitled to payment of the AMOUNT CERTIFIED.

AMOUNTCERTIFIED $3,711.09

(Attach expfanation if amount certified differs from the amount applied. Initial 11// figures on this Application and on fht Cominuafion Sheet that are changed to conform with the amount certified.)

ARCHITECT:
By:.	?Date:	
This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment, and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract.

Contractor's signed certification is attached.
In tabulations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage for line items may apply.
Application Date :	08/25/22
To:	08/25/22
Architect's Project No.:
Invoice#:	2118-15
Contract:  2118. Wind Meadows Ph 1

A | B | C | D | E | F | G | | H | I |

Item No.

Description of Work

I
'

Scheduled Value

Work Completed

Materials Presently Stored

Total Completed
and Stored To Date

%
(G/C)

Balance Ta Finish
{C-G)

Retainage

| | | | FromPravious Application (O+E) | This Period In Place | | | | |
| | | | | (Not in D or E} | (O+E+F) | | | |
Bill Group: | 100 SANITARY | | | | | | | | |
102 | 8" PVC 0-6 SDR 26 | 18.593.40 | 18,593.40 | 0.00 | 0.00 | 18,593.40 | | 100.00% | 0.00 | 1,859.34
104 | 8" PVC 6-8 SDR 26 | 105,518.40 | 105,518.40 | 0.00 | 0.00 | 105,518.40 | | 100.00% | 0.00 | 10,551.85
106 | 8" PVC 8-10 SDR 26 | 60,364.49 | 60,364.49 | 0.00 | 0.00 | 60,364.49 | | 100.00% | 0.00 | 6,036.45
"I08 | 8" PVC 10-12 SOR 26 | 41,739.25 | 41,739.25 | 0.00 | 0.00 | 41,739.25 | | 100.00% | 0.00 | 4,173.93
110 | 8" PVC 12-14 SDR 26 | 45,064.18 | 45,064.18 | 0.00 | 0.00 | 45,064.18 | | 100.00% | 0.00 | 4,506.43
112 | 8" PVC 14-16 SDR 26 | 40,785.92 | 40,785.92 | 0.00 | 0.00 | 40,785.92 | | 100.00% | 0.00 | 4,078.60
114 | 8" PVC 16-18 SDR 26 | 69,172.32 | 69,172.32 | 0.00 | 0.00 | 69,172.32 | | 100.00% | 0.00 | 6,917.24
116 | 8" PVC 18-20 SDR 26 | 84,993.44 | 84,993.44 | 0.00 | 0.00 | 84,993.44 | | 100.00% | 0.00 | 8,499.35
118 | 8" PVC 20-22 SDR 26 | 83,908.34 | 83,908.34 | 0.00 | 0.00 | 83,908.34 | | 100.00% | 0.00 | 8,390.84
120 | 8" PVC 22-24 SDR 26 | 70,870.54 | 70,870.54 | 0.00 | 0.00 | 70,870.54 | | 100.00% | 0.00 | 7,087.06
122 | 8" PVC 24-26 SDR 26 | 50,992.20 | 50,992.20 | 0.00 | 0.00 | 50,992.20 | | 100.00% | 0.00 | 5,099.21
124 | 8" PVC 26-28 SDR 26 | 8,821.14 | 8,821.14 | 0.00 | 0.00 | 8,821.14 | | 100.00% | 0.00 | 882.12
126 | 8" PVC 28-30 SDR 26 | 10,099.36 | 10,099.36 | 0.00 | 0.00 | 10,099.36 | | 100.00% | 0.00 | 1,009.93
128 | 8" PVC 30-32 SDR 26 | 11,854.74 | 11,854.74 | 0.00 | 0.00 | 11,854.74 | | 100.00% | 0.00 | 1.185.47
130 | 8" PVC 32-34 SDR 26 | 13,870.76 | 13,870.76 | 0.00 | 0.00 | 13,870.76 | | 100.00% | 0.00 | 1,387.08
132 | 8" PVC 34-36 SDR 26 | 14,067.60 | 14,067.60 | 0.00 | 0.00 | 14,067.60 | | 100.00% | 0.00 | 1,406.75
134 | MANHOLE 0-6 | ^28,070.70 ^i	28,070.70 | 0.00 | 0.00 | 28,070.70 | | 100.00% | 0.00 | 2,807.07 |
136 | MANHOLE 6-8 | ^94,935.50	94,935.50 | 0.00 | 0.00 | 94,935.50 | | 100.00% | 0.00 | 9,493.55 |
138 | MANHOLE 8-10 | 63,036.35 I	63,036.35 | 0.00 | 0.00 | 63,036.35 | | 100.00% | 0.00 | 6,303.63 |
140 | MANHOLE 10-12 | 16,705.17 | 16,705.17 | 0.00 | 0.00 | 16,705.17 | | 100.00% | 0.00 | 1,670.52
142 | MANHOLE 12-14 | 23,271.24 | 23,271.24 | 0.00 | 0.00 | 23,271.24 | | 100.00% | 0.00 | 2,327.13
144 | MANHOLE 14-16 | 72,541.81 | 72,541.81 | 0.00 | 0.00 | 72,541.81 | | 100.00% | 0.00 | 7,254.18
146 | MANHOLE 16-18 | 55,736.56 | 55,736.56 | 0.00 | 0.00 | 55,736.56 | | 100.00% | 0.00 | 5,573.65
148 | MANHOLE 18-20 | 44,703.48 | 44,703.48 | 0.00 | 0.00 | 44,703.48 | ' | 100.00% | 0.00 | 4,470.36
150 | MANHOLE 20-22 | 39,410.00 | 39,410.00 | 0.00 | 0.00 | 39,410.00 | | 100.00% | 0.00 | 3,941.00
152 | MANHOLE 22-24 | 34,359.56 | 34,359.56 | 0.00 | 0.00 | 34,359.56 | | 100.00% | 0.00 | 3,435.96
154 | MANHOLE 24-26 | 35,438.12 | 35,438.12 | 0.00 | 0.00 | 35,438.12 | | 100.00% | 0.00 | 3,543.81
156 | MANHOLE 34-36 | 12,058.31 | 12,058.31 | 0.00 | 0.00 | 12,058.31 | | 100.00% | 0.00 | 1,205.83
158 | SINGLE LATERAL | 44,011.20 | 44,011.20 | 0.00 | 0.00 | 44,011.20 | | 100.00% | 0.00 | 4,401.13
160 | DOUBLE LATERAL | 184,816.96 | 184,816.96 | 0.00 | 0.00 | 184,816.96 | | 100.00% | 0.00 | 18,481.70
162 | CLEAN SANITARY LINES | 33,382.08 | 33,382.08 | 0.00 | 0.00 | 33,382.08 | | 100.00% | 0.00 | 3,338.20
Contractor's signed certification is attached.
In tabulations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage for line items may apply.
Application Date :	08125122
To:  08/25/22
Architect's Project No.:
Invoice# :	2118-15
Contract :  2118. Wind Meadows Ph 1

A | B | C | D | E | F | G | | H | I

llem No.

Description ofWork

Scheduled
Value

Work Completed

Materials Presently Stored

Total Completed and Stored
To Date

%

i

Balance

Retainage

| | | From Previous Appllcatlon (O+E) | This Period In Place | | | (G IC) | To Finish (C-G) |
| | | | | (Not in D or E) | (D+E+F) | | |
164 | TEST SANITARY LINES | 27,786.24 | 27,786.24 | 0.00 | 0.00 | 27,786.24 | 100.00% | 0.00 | 2,778.62
166 | T.\l SANITARY LINES | 36,662.40 | 36,662.40 | 0.00 | 0.00 | 36,662.40 | 100.00% | 0.00 | 3,666.24
168 | TIE TO EXISTING | 9,893.40 | 9,893.40 | 0.00 | 0.00 | 9,893.40 | 100.00% | 0.00 | 989.34
170 | OPEN CUT -SANITARY | 7,561.51 | 7,561.51 | 0.00 | 0.00 | 7,561.51 | 100.00% | 0.00 | 756.15
172 | DROP CONNECTION | 20,829.20 | 20,829.20 | 0.00 | 0.00 | 20,829.20 | 100.00% | 0.00 | 2,082.92
174 | WELL POINTS | 129,065.13 | 129,065.13 | 0.00 | 0.00 | 129,065.13 | 100.00% | 0.00 | 12,906.51
C0#01-02 | 8" PVC 8-10 SOR 26 | 121.85 | 121.85 | 0.00 | 0.00 | 121.85 | 100.00% | 0.00 | 12.19
C0#01-03 | 8" PVC 10.12 SOR 26 | 684.25 | 684.25 | 0.00 | 0.00 | 684.25 | 100.00% | 0.00 | 68.43
C0#01-04 | 8" PVC 12-14 SOR 26 | 8,573.03 | 8,573.03 | 0.00 | 0.00 | 8,573.03 | 100.00% | 0.00 | 857.30
C0#01-05 | 8" PVC 14-16 SOR 26 | 35,481.60 | 35,481.60 | 0.00 | 0.00 | 35,481.60 | 100.00% | 0.00 | 3,548.16
C0#01-06 | 8" PVC 16-18 SOR 26 | 5,978.88 | 5,978.88 | 0.00 | 0.00 | 5,978.88 | 100.00% | 0.00 | 597.89
C0#01-07 | 8" PVC 18-20 SOR 26 | -3,609.76 | -3,609.76 | 0.00 | 0.00 | -3,609.76 | 100.00% | 0.00 | -360.98
C0#01-08 | 8" PVC 20.22 SDR 26 | -36,108.32 | -36,108.32 | 0.00 | 0.00 | -36,108.32 | 100.00% | 0.00 | -3,610.83
C0#01-09 | 8" PVC 22-24 SOR 26 | -39,045.10 | -39,045.10 | 0.00 | 0.00 | -39,045.10 | 100.00% | 0.00 | -3,904.51
C0#01-10 | 8" PVC 24-26 SOR 26 | -1,192.80 | -1,192.80 | 0.00 | 0.00 | -1,192.80 | 100.00% | 0.00 | -119.28
C0#01-11 | 8" PVC 26-28 SOR 26 | 6,365.76 | 6,365.76 | 0.00 | 0.00 | 6,365.76 | 100.00% | 0.00 | 636,58
C0#01-12 | 8" PVC 28-30 SOR 26 | -2,300.76 | -2,300.76 | 0.00 | 0.00 | -2,300.76 | 100.00% | 0.00 | -230.08
C0#01-13 | 8" PVC 30.32 SOR 26 | -11,854.74 | -11,854.74 | 0.00 | 0.00 | -11,854.74 | 100.00% | 0.00 | -1,185.47
C0#01-14 | 8" PVC 32-34 SOR 26 | -13,870.76 | -13,870.76 | 0.00 | 0.00 | -13,870.76 | 100.00% | 0.00 | -1,387.08
C0#01-15 | MANHOLE 0-6 | 4.010.10 | 4,010.10 | 0.00 | 0.00 | 4,010.10 | 100.00% | 0.00 | 401.01
C0#01-16 | MANHOLE 6-8 | -4,315.25 | -4,315.25 | 0.00 | 0.00 | -4,315.25 | 100.00% | 0.00 | -431.53
C0#01-17 | MANHOLE 8-10 | -4,848.95 | -4,848.95 | 0.00 | 0.00 | -4,848.95 | 100.00% | 0.00 | -484.90
C0#01-18 | MANHOLE 12-14 | 34,906.86 | 34,906.86 | 0.00 | 0.00 | 34,906.86 | 100.00% | 0.00 | 3,490.68
C0#01-19 | MANHOLE 14-16 | 13,189.42 | 13,189.42 | 0.00 | 0.00 | 13,189.42 | 100.00% | 0.00 | 1,318.94
C0#01-20 | MANHOLE 16-18 | -34,835.40 | -34,835.40 | 0.00 | 0.00 | -34,835.40 | 100.00% | 0.00 | -3,483.54
C0#01-21 | MANHOLE 18-20 | 14,901.16 | 14,901.16 | 0.00 | 0.00 | 14,901.16 | 100.00% | 0.00 | 1,490.12
C0#01-22 | MANHOLE 20-22 | -7,882.00 | -7,882.00 | 0.00 | 0.00 | -7,882.00 | 100.00% | 0.00 | -788.20
C0#01-23 | MANHOLE 22-24 | -17,179.78 | -17, 179.76 | 0.00 | 0.00 | -17,179.78 | 100.00% | 0.00 | -1,717.98
C0#01-24 | MANHOLE 24-26 | -8,859,53 | -8,859.53 | 0.00 | 0.00 | -8,859.53 | 100.00% | 0.00 | -885.95
C0#01-25 | MANHOLE 28-30 | 10,910.41 | 10,910.41 | 0.00 | 0.00 | 10,910.41 | 100.00% | 0.00 | 1,091.04
C0#01-26 | MANHOLE 34-36 | -12,058.31 | -12,058.31 | 0.00 | 0.00 | -12,058.31 | 100.00% | 0.00 | -1,205.83
C0#01-27 | SINGLE LATERAL | -916.89 | -916.89 | 0.00 | 0.00 | -916.89 | 100.00% | 0.00 | -91.69
Contractor's signed certification is attached.
In tabulations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage for line items may atply.
^Invoice#:	^2118-15	Contract: 2118. Wind Meadows Ph 1
Application Date :	08125/22
To:	08/25/22
Architects Project No.:

A ··-?· Item No. | B | C | D | E | F | G | | H | I
| Description of Work | Scheduled Value | Work Completed | Materials Presently Stored (Not in D or E) | Total Completed and Stored To Date (D+E+F) | % (G /CJ | Balance To Finish {C-G) | Retainage |
| | | From Previous Application (D+E) | This Period In Place | | | | |
CO#01-28 | DOUBLE LATERAL | 1.004.44 | 1.004.44 | 0.00 | 0.00 | 1.004.44 | 100.00% | 0.00 | 100.45
CO#01-29 | CLEAN SANITARY LINES | -38.06 | -38 06 | 0.00 | 0.00 | -38.06 | 100.00% | 0.00 | -3.80
CO#01-30 | 8"' PVC 34-36 SDR 26 | -14,067.60 | -14,067.60 | 0.00 | 0.00 | -14,067.60 | 100.00% | 0.00 | -1.406.76
C0#01-31 | TEST SANITARY LINES | -31.68 | -31.68 | 0.00 | 0.00 | -31.68 | 100.00% | 0.00 | -3.16
CO#01-32 | TV SANITARY LINES | -41.80 | -41.80 | 0.00 | 0.00 | -41.80 | 100.00% | 0.00 | -4.18
CO#01-33 | OPEN CUT SANITARY | -7.561.51 | -7.561.51 | 0.00 | 0.00 | -7.561.51 | 100.00% | 0.00 | -756.15
CO#01-34 | UPGRADE EX LIFT STATION | 346.940.68 | 346,940.68 | 0.00 | 0.00 | 346,940.68 | 100.00% | 0.00 | 34.694.06
CO#03-01 | 6" PVC 0-6 | 4,181.10 | 4,181.10 | 0.00 | 0.00 | 4,181.10 | 100.00% | 0.00 | 418.11
C0#03-02 | SANITARY FITTINGS | 604.26 | 604.26 | 0.00 | 0.00 | 604.26 | 100.00% | 0.00 | 60.42
CO#03-03 | 6" CLEANOUT | 1,400.15 | 1,400.15 | 0.00 | 0.00 | 1,400.15 | 100.00% | 0.00 | 140.02
C0#03-04 | CLEAN SANITARY LINES | 363.30 | 363.30 | 0.00 | 0.00 | 363.30 | 100.00% | 0.00 | 36.33
CO#03-05 | TEST SANITARY LINES | 304.50 | 304.50 | 0.00 | 0.00 | 304.50 | 100.00% | 0.00 | 30.45
C0#03-06 | MANHOLE RISERS | 960.00 | 960.00 | 0.00 | 0.00 | 960.00 | 100.00% | 0.00 | 96.00
C0#03-07 | GENERATOR UPGRADE | 44,778.00 | 44,778.00 | 0.00 | 0.00 | 44,778.00 | 100.00% | 0.00 | 4,477.80
| SANITARY Totals | 2,060,031."15 | 2,060,031.75 | 0.00 | 0.00 | 2,060,031.75 | 100.00% | 0.00 | 206,003.23
Bill Group: | 162030 MISC | | | | | | | |
C0#05-07 | DEMO EX DRIVEWAYS (CREWS LK RD) | 386.40 | 386.40 | 0.00 | 0.00 | 386.40 | 100.00% | 0.00 | 38.64
C0#05-09 | DEMO EX DRIVEWAY (E.F. GRIFFIN) | 111.20 | 111.20 | 0.00 | 0.00 | 111.20 | 100.00% | 0.00 | 11.12
| MISC Totals | 497.60 | 497.60 | 0.00 | 0.00 | 497.60 | 100.00% | 0.00 | 49.76
.Bill Group: | ^162081 EARTHWORK | | | | | | | |
C0#05-04 | REGRADE BEHIND LOTS 92 -98 | 10,118.00 | 10,118.00 | 0.00 | 0.00 | 10,118.00 | 100.00% | 0.00 | 1,011.80
C0#06-01 | SLOPE SOD | -11,867.31 | 0.00 | -11,867.31 | 0.00 | -11,867.31 | 100.00% | 0.00 | -1,186.73
| EARTHWORK Totals | -1,749.31 | 10,118.00 | -11,867.31 | 0.00 | -1,749.31 | 100.00% | 0.00 | -174.93
Bill Group: | 162083 ROADWORK | | | | | | | |
Application and Certification for Payment, containing
contractor's signed certification is attached.
In tabulations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage for line items may apply.
^Invoice# ^:	^2118-15	Contract:  2118. Wind Meadows Ph 1
Application No. :	15
Application Date :	08125122
To:	08125122
Architect's Project No.:
^A	^B	-^C------·----	^0	^E	^F	^G	^H	^I
Item
Description of Work	^I Scheduled
Work Completed
Materials
Total
%	^Balance
Retalnage
No.

C0#05-05

ASPHALT LEVELING (CREWS LK RD)
Value

125,097.00
From Previous Application (O+E)

125,097.00
This Period In Place

0.00
Presently Stored

(Not in D or E)
0.00
Completed and Stored To Date
(D+E+F)
125,097.00
(G /C)

100.00%
To Finish
{C-G)

0.00

12,509.70
C0#05-06
1.25" MILL EXISTING (CREWS LK)
-8,621.10
-8,621.10
0.00	^0.00
-8,621.10
100.00% ,	^0.00
-862.11
C0#05-08
6'" CONC. DRIVE (CREWS LK RD)	2,875.60
2,875.60
0.00
0.00
2,875.60
100.00%
0.00
287.56
C0#05-10 ^6" ^CONC. ^DRIVE ^(E.F. ^GRIFFIN)	^821.60
821.60
0.00
0.00
821.60
100.00%
0.00
82.16

-·-
I
ili!t Group:
ROADWORK Totals
_--·· .?----?--	^---
162086 STORM
120,173.10
120,173.10
o.oo
0.00	^120,173.10
100.00%
0.00
12,017_-._-3_71

C0#05-01
MODIFY EX STRUCTURE (S-3)
1,542.41
1,542.41
0.00
0.00
1,542.41
100.00%
o_oo
154.24
C0#05-02 ^MODIFY ^EX ^STRUCTURE ^(50-33)
1,670.81
1,670.81
0.00
0.00
1,670.81
100.00%
0.00
167.08
C0#06-02
UNDERDRAIN FILTER
-9,485.28
0.00
-9,485.28
0.00
-9,485.28
100.00%
0.00
-948.53

'3ill Group:

C0#05-03
STORM Totals

162087 WATER/REUSE

IRRIGATION SERVICE 2"
WATER/REUSE Totals
-6,272.06

1,772.34
1,772.34
3,213.22

1,772.34
1,772.34
-9,485.28

0.00
0.00
o.ool	^-6,272.06
'

0.00	^1,772.34
o.ooj	1,772.34
100.00%

100.00%
100.00%
0.00

0.00
0.00
-627.21

!

177.23
177.23

l:lill Group:	^200 ^STORM

202
204
15" RCP
18" RCP
118,161.12
218,800.32
118,161.12
218.800.32
0.00
0.00
0.00	^118,161.12
0.00	^218,800.32
100.00%
100.00%
0.00
0.00
11,816.11
21,880.04
206 24" RCP
207,743.36
207,743.36
0.00
0.00	^207,743.36
100.00%
0.00
20,774.34
208
30" RCP
150,855.68
150,855.68
0.00
0.00	^150,855.68
100.00%
0.00
15,085.57
210
36" RCP
187,326.32
187,326.32
0.00
0.00	^187,326.32
100.00%	0.00
18,732.63
^212 42" RCP
214 48" RCP
4,876.00
53,254.64
4,876.00
53,254.64
0.00
0.00
0.00	^4,876.00
0.00	^53,254.64
100.00%	^0.00 ^I	^487.60
100.00%	0.00	5,325.46
216 ^STORM ^MANHOLE
218 ^J ^MANHOLE
220 ^15" ^MES
222 18" MES
224 24" MES
50,674.60
25,528.65
4,223.40
1,557.26
3,974.80
50,674.60
25,528.65
4,223.40
1,557.26
3,974.80
0.00
0.00
0.00
0.00
0.00
0.00	^50,674.60
0.00	^25,528.65
0.00	^4,223.40
0.00	^1,557.26
0.00	^3,974.80
100.00%	^□.Oil	^5,067.46
100.00%	^0.00	^2,552.87
100.00%	0.00	^422.34
100.00%	0.00	^155.73
100.00%	0.00	^397.49
Application and Certification for Payment containing
Contractor's signed certification is attached.
In tabulations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage for fine items may apply.
Application lllo. :	15
Application Date :	08125122
To:	08125/22
Architecfs Project No.:
Invoice#:	2118-15
Contract :  2118. Wind Meadows Ph 1

A

B

C

D

E

F

G

--------
%
(G/C)

H

I

Item No. | Description of Work | Scheduled Value | Work Completed | Materials Presently Stored (Not in Dor E) | Total Completed and Stored To Date (D+E+F) | | Balance To Finish ,IC-G) | Retainage |
| | | From Previous Application (D+E) | This Period In Place | | | | |
226 | 30" MES | 1,922.68 | 1,922.68 | 0.00 | 0.00 | 1,922.68 | 100.00% | 0.00 | 192.26
228 | 36" MES | 11,687.05 | 11,687.05 | 0.00 | 0.00 | 11,687.05 | 100.00% | 0.00 | 1,168.70
230 | 42" MES | 2,853.97 | 2,853.97 | 0.00 | 0.00 | 2,853.97 | 100.00% | 0.00 | 285.40
232 | 48" MES | 3,459.37 | 3,459.37 | 0.00 | 0.00 | 3,459.37 | 100.00% | 0.00 | 345.94
234 | P-5 INLET | 247,698.16 | 247,698.16 | 0.00 | 0.00 | 247,698.16 | 100.00% | 0.00 | 24,769.81
236 | P-6 INLET | 85,959.51 | 85,959.51 | 0.00 | 0.00 | 85,959.51 | 100.00% | 0.00 | 8,595.96
238 | J-5 INLET | 58,651.30 | 58,651.30 | 0.00 | 0.00 | 58,651.30 | 100.00% | 0.00 | 5,865.13
240 | J-6 INLET | 80,054.38 | 80,054.38 | 0.00 | 0.00 | 80,054.38 | 100.00% | 0.00 | 8,005.44
242 | TYPEVINLET | 7,011.44 | 7,011.44 | 0.00 | ^0.00 | 7,011.44 | 100.00% | 0.00 | 701.15
244 | V INLET W/ J BOTTOM | 12,825.26 | 12,825.26 | 0.00 | 0.00 | 12,825.26 | 100.00% | 0.00 | 1,282.53
246 | C CONTROL STRUCTURE | 27,300.56 | 27,300.56 | 0.00 | 0.00 | 27,300.56 | 100.00% | 0.00 | 2,730.06
248 | UNDERDRAIN FILTER | 9,485.28 | 0.00 | 9,485.28 | 0.00 | 9,485.28 | 100.00% | 0.00 | 948.53
250 | SPLASH PAD | 9,365.49 | 9,365.49 | 0.00 | 0.00 | 9,365.49 | 100.00% | 0.00 | 936.56
252 | CLEAN STORM | 47,297.20 | 47,297.20 | 0.00 | 0.00 | 47,297.20 | 100.00% | 0.00 | 4,729.72
254 | STORM INSPECTION | 38,016.24 | 38,016.24 | 0.00 | 0.00 | 38,016.24 | 100.00% | 0.00 | 3,801.62
256 | RIP RAP | 49,888.50 | 49,888.50 | 0.00 | 0.00 | 49,888.50 | 100.00% | 0.00 | 4,988.85
C0#01-35 | 15" RCP | 11,214.72 | 11,214.72 | 0.00 | 0.00 | 11,214.72 | 100.00% | 0.00 | 1,121.47
C0#01·36 | 18" RCP | -16, 003.52 | -16,003.52 | 0.00 | 0.00 | -16,003.52 | 100.00% | 0.00 | -1,600.36
C0#01-37 | 24" RCP | 15,214.40 | 15,214.40 | 0.00 | 0.00 | 15,214.40 | 100.00% | ^0.00,	1,521.44 |
C0#01-38 | STORM MANHOLE | 2,533.73 | 2,533.73 | 0.00 | 0.00 | 2,533.73 | 100.00% | ^0.00.	253.37 |
C0#01-39 | JMANHOLE | 3,688.04 | 3,688.04 | 0.00 | 0.00 | 3,688.04 | 100.00% | 0.00	368.80 |
C0#01-40 | 15" MES | -1,407.80 | -1,407.80 | 0 00 | 0.00 | -1,407.80 | 100.00% | 0.00	^-140. ^78 |
C0#01-41 | P-5 INLET | 18,213.10 | 18,213.10 | 0.00 | 0.00 | 18,213.10 | 100.00% | 0.00	1,821.31 |
C0#01-42 | P-6 INLET | -4,093.31 | -4,093.31 | 0.00 | 0.00 | -4,093.31 | 100.00% | 0.00	-409.33 |
C0#01-43 | J-5 INLET | 5,901.64 | 5,901.64 | 0.00 | 0.00 | 5,901.64 | 100.00% | 0.00	590.16 |
C0#01-44 | J-6 INLET | 5,716.56 | 5,716.56 | 0.00 | 0.00 | 5,716.56 | 100.00% | 0.00	571.66 |
C0#01-45 | TYPE E INLET | 3,211.04 | 3,211.04 | 0.00 | 0.00 | 3,211.04 | 100.00% | 0.00	321.11 |
C0#01-46 | OVERFLOW WEIR | 6,174.92 | 6,174.92 | 0.00 | 0.00 | 6,174 92 | 100.00% | o.oo	^617.49 |
C0#01-47 | SPLASH PAD | -3,121.50 | -3,121.50 | 0.00 | 0.00 | -3,121.50 | 100.00% | 0.00	-312.16 |
C0#01-48 | CLEAN STORM | 614.80 | 614.80 | 0.00 | 0.00 | 614.80 | 100.00% | 0.00	61.48 |
C0#01-49 | STROM INSPECTION | 494.16 | 494.16 | 0.00 | 0.00 | 494.16 | 100.00% | 0.00	49.42 |
C0#03-08 | 18" RCP | 17,615.28 | 17,615.28 | 0.00 | 0.00 | 17,615.28 | 100.00% | 0.00	^1,761.53 |
Application and Certification for Paymen? containing
Contractor's signed certification is attached.
In tabulations below, amounts are stated to the nearest dollar
Use Column I on Contracts where variable retainage for line items may apply.
^Invoice#:	^2118-15	Contract:  2118. Wind Meadows Ph 1
Application No. :	15
Application Date:	08/25/22
To:	08/25/22
Architect's Project No.:

A | B | C | D | E | F | G | | H | I

Item
No.

Description of Work

Scheduled
Valu&

Work Completed

Materials Presently
Stored

Total
Completed and Stored
To Date
(D+E+F)

% (G / C)

Balance To Finish
(C,G)

Retainage

| | | From Previous | This Period In Place | | | | |
| | Application | | | | | | |
| | | (D+E) | | | | | |
| | | | | (Not in D or E) | | | |
CO#03-09 | 24" RCP | 6,657.28 | 6,657.28 | 0.00 | 0.00 | 6,657.28 | 100.00% | 0.00 | 665.73
CO#03-10 | STORM MANHOLE | 2,533.73 | 2,533.73 | 0.00 | 0.00 | 2,533.73 | 100.00% | 0.00 | 253.37
CO#03-11 | 24" MES | 993.70 | 993.70 | 0.00 | 0.00 | 993.70 | 100.00% | 0.00 | 99.37
C0#03-12 | TYPE F INLET | 17,660.20 | 17,660.20 | 0.00 | 0.00 | 17,660.20 | 100.00% | 0.00 | 1,766.02
C0#03-13 | TIE TO EXISTING STR | 1,421.24 | 1,421.24 | 0.00 | 0.00 | 1,421.24 | 100.00% | 0.00 | 142.12
C0#03-14 | SPLASH PAO | 1,040.19 | 1,040.19 | 0.00 | 0.00 | 1,040.19 | 100.00% | 0.00 | 104.02
C0#03-15 | CLEAN STORM | 1,547.60 | 1,547.60 | 0.00 | 0.00 | 1,547.60 | 100.00% | 0.00 | 154.76
00#03-16 | STORM INSPECTION | 1,243.92 | 1,243.92 | 0.00 | 0.00 | 1,243.92 | 100.00% | 0.00 | 124.39
C0#03-17 | WATER SERVICE | 7,133.85 | 7,133.85 | 0.00 | 0.00 | 7,133.85 | 100.00% | 0.00 | 713.39
| STORM Totals | 1,826,650.51 | 1,817,165.23 | 9,485.28 | 0.00 | 1,826,650.51 | 100.00% | 0.00 | 182,665.08
Bill Group: | 300 WATER | | | | | | | |
302 | 4" PVC | 8,843.00 | 8,843.00 | 0.00 | 0.00 | 8,843.00 | 100.00% | 0.00 | 884.31
304 | 6"PVC | 4,331.60 | 4,331.60 | 0.00 | 0.00 | 4,331.60 | 100.00% | 0.00 | 433.15
306 | 8" PVC | 449,692.80 | 449,692.80 | 0.00 | 0.00 | 449,692.80 | 100.00% | 0.00 | 44,969.28
308 | 12" PVC | 88,533.60 | 88,533.60 | 0.00 | 0.00 | 88,533.60 | 100.00% | 0.00 | 8,853.36
310 | WM SINGLE SERVICE | 50,916.01 | 50,916.01 | 0.00 | 0.00 | 50,916.01 | 10000% | 0.00 | 5,091.60
312 | WM DOUBLE SERVICE | 200,333.28 | 200,333.28 | 0.00 | 0.00 | 200,333.28 | 100.00% | 0.00 | 20,033.33
314 | WATER FITTINGS | 51,848.16 | 51,848.16 | 0.00 | 0.00 | 51,848.16 | 100.00% | 0.00 | 5,184.81
316 | 4" GATE \h\LVE | 1,918.08 | 1,918.08 | 0.00 | 0.00 | 1,918.08 | 100.00% | 0.00 | 191.80
318 | 8" GATE VALVE | 63,950.25 | 63,950.25 | 0.00 | 0.00 | 63,950.25 | 100.00% | 0.00 | 6,395.03
320 | 12" GATE VALVE | 14,491.30 | 14,491.30 | 0.00 | 0.00 | 14,491.30 | 100.00% | 0.00 | 1,449.14
322 | FIRE HYDRANT | 122,464.75 | 122,464.75 | 0.00 | 0.00 | 122,464.75 | 100.00% | 0.00 | 12,246.49
324 | FIRE HYDRANT DIRECT TAP | 13,527.46 | 13,527.46 | 0.00 | 0.00 | 13,527.46 | 100.00% | 0.00 | 1,352.75
326 | 2" BLOWOFF | 9,570.33 | 9,570.33 | 0.00 | 0.00 | 9,570.33 | 100.00% | 0.00 | 957.04
328 | 2" JUMPER | 2,468.82	2,468.82 | 0.00 | 0.00 | 2,468.82 | 100.00% | 0.00 | 246.88 |
330 | 12"WETTAP | 7,927.23	7,927.23 | 0.00 | 0.00 | 7,927.23 | 100.00% | 0.00 | 792.72 |
332 | TEST WATER LINES | 42,426.40	42,426.40 | 0.00 | o.oo l | 42,426.40 | 100.00% | 0.00 | 4,242.64 |
334 | TIE TO EXISTING WATER | ^1,381.91	1,381.91 | 0.00 | 0.00 | 1,381.91 | 100.00% | 0.00 | 138.20 |
336 | SAMPLE POINTS | 8,766.73	8,766.73 | 0.00 | 0.00 | 8,766.73 | 100.00% | 0.00 | 876.67 |
C0#01-50 | 4" PVC | 5,497.00	^5,497.00 | 0.00 | 0.00 | 5,497.00 | 100.00% | 0.00 | 549.70 |
00#01-51 | WATTER FITTINGS | 2,698.97,	2,698.97 | 0.00 | 0.00 | 2,698.97 | 100.00% | 0.00 | 269.90 |
CONTINUATION SHEET
Application and Certification for Paymen? containing
Contractor's signed certification is attached.
ln tabulations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage for line items may apply.
^ln\folce ^#:	^2118-15	Contract:  2118. Wind Meadows Ph 1

Page 8 of 12
AppIi cation No. :	15
Application Date :	08/25/22
To:	08/25/22
Architects Project No.:

A | B | C | D | E | F | G | | H | I | |

Item No.

Description ofWork

Scheduled
Value

Work Completed

Materials Presently Stored

Total Completed
and Stored To Date

%
(G / C}

Balance To Finjsh
{C-G)

Retalnage

| | | From Previous Application (D+E} | This Period In PJace | | | | | | |
| | | | | (Not in D or E) | (D+E+F) | | | | |
C0#01-52 | 8"GATE\A'.LVE | 3.279.50 | 3,279.50 | 0.00 | 0.00 | 3,279.50 | 100.00% | 0.00 | 327.95 | |
C0#01-53 | 2" BLOW OFF | -2,734.38 | -2,734.38 | 0.00 | 0.00 | -2,734.38 | 100.00% | 0.00 | -273.44 | |
C0#01-54 | TEST WATER LINES | 868.80 | 868.80 | 0.00 | 0.00 | 868.80 | 100.00% | 0.00 | 86.88 | |

CO#01-55 CO#03-18

SAMPLE POINTS
2" BACKFLOW PREVENTER

1,031.38
5,075.84

1,031.38
5,075.84

0.00
o.oo

0.00
0.00

1,031.38
5,075.84

100.00%
100.00%

0.00
0.00

103.14
507.58

| WATER Totals | 1,159,108.82 | 1,159,108.82 | 0.00 | 0.00 | 1,159,108.82 | 100.00% | 0.00 | 115,910.91 | |

?ill Group:

400 PAVING

I

0.00
0.00
o.oo
0.00
0.00
0.00
0.00
0.00
0.00
0.00
o.oo
0.00
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00

39,597.04
20,874.11
51,787.90
28,269.84
38,655.50
66,044.52
1,CQ5.92
2,016.08
537.72
35,787.47
8,445,79
1,883.15
78.70
125.46
201.25
2,763.60
1,731.19
325.85
3,284.86
4,296.18
1,833.50
1,899.56
451.88
418.40

' | | | | | | | | | | |
402 | ASPHALT 1.5" | 395,970.30 | 395,970.30 | 0.00 | | 0.00 | 395,970.30 | 100.00% | | |
404 | ASPHALT 2" | 208,741.10 | 208,741.10 | 0.00 | | 0.00 | 208,741.10 | 100.00% | | |
406 | LIMEROCK6" | 517,878.90 | 517,878.90 | 0.00 | | 0.00 | 517,878.90 | 100.00% | | |
408 | LIMEROCK8" | 282,698.40 | 282,698.40 | 0.00 | | 0.00 | 282,698.40 | 100.00% | | |
410 | STABILIZER 12" | 386,555.00 | 386,555.00 | 0.00 | | 0.00 | 386,555.00 | 100.00% | | |
412 | DROP CURB | 660,445.20 | 660,445.20 | 0.00 | | 0.00 | 660,445.20 | 100.00% | | |
414 | D CURB | 10,259.20 | 10,259.20 | 0.00 | | 0.00 | 10,259.20 | 100.00% | | |
416 | VALLEY GUTTER | 20,160.80 | 20,160.80 | 0.00 | | 0.00 | 20,160.80 | 100.00% | | |
418 | 5' SIDEWALK 6" THICK | 5,377.15 | 5,377.15 | 0.00 | | 0.00 | 5,377.15 | 100.00% | | |
420 | 5' SIDEWALK 4!' THICK | 357,874.65 | 357,874.65 | 0.00 | | 0.00 | 357,874.65 | 100.00% | | |
422 | 5' WHEEL CHAIR RAMP | 84,457.80 | 84,457.80 | 0.00 | | 0.00 | 84,457.80 | 100.00% | | |
424 | SIGNS-PAVEMENT MARKINGS | 18,831.54 | 18,831.54 | 0.00 | | 0.00 | 18,831.54 | 100.00% | | |
CO#01-56 | 5' SIDEWALK 6' THICK | 786.90 | 786.90 | 0.00 | | 0.00 | 786.90 | 100.00% | | |
CO#01-57 | 5' SIDEWALK 4" THICK | 1,254.60 | 1,254.60 | 0.00 | | 0.00 | 1,254.60 | 100.00% | | |
CO#01-78 | 6" CONCRETE PAVING | 2,012.50 | 2,012.50 | 0.00 | | 0.00 | 2,012.50 | 100.00% | | |
CO#01-79 | LIMEROCK 14" (FULL DEPTH) | 27,636,00 | 27,636.00 | 0.00 | | 0.00 | 27,636.00 | 100.00% | | |
CO#01-80 | STABILIZED SHOULDER | 17,311.80 | 17,311.80 | 0.00 | | 0.00 | 17,311.80 | 100.00% | | |

CO#01-81
CO#03-19

TYPEFCURB
ASPHALT 1.5"

3,258.50
32,848.60

3,258.50
32,848.60

o.oo

I

0.00

3,258.50
32,848.60

100.00%
100.00%

| | | | 0.00 | | 0.00 | | | | |
CO#03-20 | LIMEROCK6" | 42,961.80 | 42,961.80 | 0.00 | ^I	0.00 | 42,961.80 | 100.00% | | | |
CO#03-21 | STABILIZER 12" | 18,335.00 | 18,335.00 | 0.00 | 0.00 | 18,335.00 | 100.00% | | | |
CO#03-22 | DCURB | 18,995.55 | 18,995.55 | 0.00 | 0.00 | 18,995.55 | 100.00% | | | |
CO#03-23 | VALLEY GUTTER | 4,518.80 | 4,518.80 | 0.00 | 0.00 | 4,518.80 | 100.00% | | | |
C0#03-24 | 5' SIDEWALK4" THICK | 4,184.00 | 4,184.00 | 0.00 | 0.00 | 4,184.00 | 100.00% | | | |
Application and Certification for Payment containing Contracto(s signed certification is attached.
In tabulations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage for line items may apply.
^Invoice#:	^2118-15	Contract:  2118. Wind Meadows Ph 1
Application No. :	15
Application Date :	08125122
To:	08/25122
Architect's Project No.:

A | B | C | D | E | F | G | | H | I
Item | Description of Work | Scheduled | Work. Completed | | Materials | Total | % | Balance | Retainage
No.

C0#03-25 C0#03-26 C0#03-27 C0#03-28 C0#03-29 C0#04-01

5' SIDEWALK THICKENED EDGE
7' SIDEWALK 4" THICKENED
7' SIDEWALK THICKENED EDGE
10' SIDEWALK 4" THICK
5' WHEEL CHAIR RAMP SIGNS - MARKINGS
Value

17,640.00
368.10
3,471.30
321.70
8,043.60
-6,755.79
From Previous Application (D+E)

17,640.00
368.10
3,471.30
321.70
8,043.60
-6,755.79
This Period In Place

0.00
0.00
0.00
0.00
0.00
0.00
Presently
Stored

(Not in D or E)
0.00
0.00
0.00
0.00
0.00
0.00
Completed
and Stored To Date
(D+E+F)
17,640.00
368.10
3,471.30
321.70
8,043.60
-6,755.79
(G /C)

100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
To Finish
{C-GJ

0.00
0.00
0.00
0.00
0.00
0.00

1,764.00
36.81
347.13
32.17
804.36
-675.58

Bill Group:
PAVING Totals

500 EARTHWORK
3, 146,443.00
3, 146,443.00
'
'
0.00
0.00	3,146,443.00
100.00%
0.1)()
314,644.36

I

'
Application and Certification for Payment, containing
C0ntractor's signed certification is attached.
In tabulations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage for line items may apply.
Application No.:	15
Application Date:  08/25/22
To:  08/25/22
Architect's Project No.:
^l•voice ^#:	^2118-15	Contract:  2118. Wind Meadows Ph 1

A | B | C | D | E | F | G | | I | H | I |

Item
No.

Description of Work

Scheduled
Value

Work Completed

Materials Presently Stored

Total Completed
and Stored To Date

%
(G /C)

I

I

Balance To Finish
·(C-GJ

Retainage

| | | FromPrevious Application (D+E) | This Period In Place | | | | | | |
| | | | | (Not in Dor E) | (D+E+F) | | | | |
C0#01-63 | R/WGRADING | 1,118.30 | 1,118.30 | 0.00 | 0.00 | 1,118.30 | 100.00% | | 0.00 | 111.83 |
C0#01-64 | SLOPE GRADING | -6,598.50 | -6,598.50 | 0.00 | 0.00 | -6,598.50 | 100.00% | 0.00 | -659.85 | |
C0#01-65 | BERM GRADING | 9,634.95 | 9,634.95 | 0.00 | 0.00 | 9,634.95 | 100.00% | 0.00 | 963.49 | |
C0#01-66 | RJWSOD | 1,956.15 | 1,956.15 | 0.00 | 0.00 | 1,956.15 | 100.00% | 0.00 | 195.61 | |
C0#01-67 | SEED& MULCH | -3, 105.00 | -3,105.00 | 0.00 | 0.00 | -3,105.00 | 100.00% | 0.00 | -310.50 | |
C0#01-68 | SLOPE SOD | -25,771.50 | -25,771.50 | 0.00 | 0.00 | -25,771.50 | 100.00% | 0.00 | -2,577.16 | |
C0#01-69 | BERM SOD | 32,695.65 | 19,617.39 | 13,078.26 | 0.00 | 32,695.65 | 100.00% | 0.00 | 3,269.57 | |
C0#01-82 | REMOVE-REPLACE PA\IERS | 5,822.25 | 5,822.25 | 0.00 | 0.00 | 5,822.25 | 100.00% | 0.00 | 582.23 | |
C0#01-83 | DEMO EX PAVING | 1,766.40 | 1,766.40 | 0.00 | 0.00 | 1,766.40 | 100.00% | 0.00 | 176.64 | |
C0#03-30 | MAIL iqosK 4" THICK | 5,057.80 | 5,057.80 | 0.00 | 0.00 | 5,057.80 | 100.00% | 0.00 | 505.78 | |
C0#03-31 | BIKE PAD 4" THICK | 1,254.00 | 1,254.00 | 0.00 | 0.00 | 1,254.00 | 100.00% | 0.00 | 125.40 | |
C0#03-32 | INLET PROTECTION | 638.05 | 636.05 | 0.00 | 0.00 | 636.05 | 100.00% | 0.00 | 63.60 | |
C0#03-33 | EXCAVATION | 8,699.60 | 8,699.60 | 0.00 | 0.00 | 8,699.60 | 100.00% | 0.00 | 869.96 | |
C0#03-34 | EMBANKMENT | 162.40 | 162.40 | 0.00 | 0.00 | 162.40 | 100.00% | 0.00 | 16.24 | |
C0#03-35 | RJWGRADING | 1,187.20 | 1,187.20 | 0.00 | 0.00 | 1,187.20 | 100.00% | 0.00 | 118.72 | |
C0#03-36 | SLOPE GRADING | 62.40 | 62.40 | 0.00 | 0.00 | 62.40 | 100.00% | 0.00 | 6.24 | |
C0#03-37 | R/WSOD | 2,912.49 | 0.00 | 2,912.49 | 0.00 | 2,912.49 | 100.00% | 0.00 | 291.25 | |
C0#03-38 | SLOPE SOD | 248.40 | 248.40 | 0.00 | 0.00 | 248.40 | 100.00% | 0.00 | 24.84 | |
C0#03-39 | SEED& MULCH | 1,552.50 | 1,552.50 | 0.00 | 0.00 | 1,552.50 | 100.00% | 0.00 | 155.25 | |
| EARTHWORK Totals | 1,493,284.73 | 1,477,293.98 | 15,990.75 | 0.00 | 1,493,284.73 | 100.00% | 0.00 | 149,328.51 | |
13ill Group: | 700 OFFSITE | | | | | | | | | |
702 | EXCAVATE AND GRADE OFFSITE | 6,341.58 | 6,341.58 | 0.00 | 0.00 | 6,341.58 | 100.00% | 0.00 | 634.16 | |
704 | ASPHALT 1" OVERLAY | 36,394.40 | 36,394.40 | 0.00 | 0.00 | 36,394.40 | 100.00% | 0.00 | 3,639.44 | |
706 | ASPHALT 1.50" | 25,854.20 | 25,854.20 | 0.00 | 0.00 | 25,854.20 | 100.00% | 0.00 | 2,585.42 | |
708 | 1" MILL EXISTING | 5,747.40 | 5,747.40 | o.oo | 0.00 | 5,747.40 | 100.00% | 0.00 | 574.74 | |
710 | LIMEROCK 14" (FULL DEPTH) | 67,642.40 | 67,642.40 | 0.00 | 0.00 | 67,642.40 | 100.00% | 0.00 | 6,764.24 | |
712 | STABILIZED SHOULDER | 19,593.20 | 19,593.20 | 0.00 | 0.00 | 19,593.20 | 100.00% | 0. (I() | 1,959.32 | |
714 | 5' SIDEWALK 4" THICK | 41,141.30 | 41,141,30 | 0.00 | 0.00 | 41,141.30 | 100.00% | 0.00 | 4,114.14 | |
716 | WHEEL CHAIR RAMP | 2,983.14 | 2,983.14 | 0.00 | 0.00 | 2,983.14 | 100.00% | 0.00 | 298.31 | |
718 | SIGNS-PAVEMENT MARKINGS | 14,963.23 | 14,963.23 | 0.00 | 0.00 | 14,963.23 | 100.00% | 0.00 | 1,496.32 | |
720 | RJW GRADING - OFFSl'fE | 2,782.50 | 2,782.50 | 0.00 | 0.00 | 2,782.50 | 100.00% | 0.00 | 278.25 | |

CONTINUATION SHEET	_Page _II _of _12
Application and Certification for Paymen? containing Contractor's signed certification is attached.
In tabulations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage for line items may apply.
^Invoice#:	^2118-15	Contract:  2118. Wind Meadows Ph 1
Application No. :	15
Application Date :	08125/22
To:	08/25/22
Architect's Project No.:

A | B | C | D | E | F | G | | H | I
Item | Description of Work | Scheduled | Work Completed | | Materials | Total | % | Balance | R:etainage
No.

722 ^R/W ^SOD ^- ^OFFSITE
724 ^MOT
Value

7,679.70
15,487.15
From Previous Application (D+E)

7,679.70
15,487.15
This Period In Place

0.00
0.00
Presently
Stored

(Not in D or E)
0.00
0.00
Completed
and Stored To Date
(D+E+F)
7,679.70
15,487.15
(G IC)

100.00%
100.00%
To Finish
iC-G)

0.00
0.00

767.97
1,548.72
CO/101-70 COl/01-71 CO#01-72 CO#01-73 C0/101-74 CO#01-75 CO#01-76 CO#01-77
ASPHALT 1" OVERLAY
ASPHALT 1.25" OVERLAY SIGNS-PAVEMENT MARKINGS SILT FENCE
EXCAVATE AND GRADE ASPHALT 1. 25" OVERLAY
ASPHALT 1.50"
1.25" MILL EXISTING
-36,394.40
49,955.20
476.10
4,350.50
4,228.10
48,790.20
10,563.00
8,621.10
-36,394.40
49,955.20
476.10
4,350.50
4,228.10
48,790.20
10,563.00
8,621.10
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-36,394.40
49,955.20
476.10
4,350.50
4,228.10
48,790.20
10,563.00
8,621.10
100.00%
100.00%
100.00%
100.00%
100.00% •
100.00%I
100.00%I
100.00%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-3,639.44
4,995.52
47.60
435.05
422.82
4,879.02
1,056.30
862.11
CO#01-84 ^SIGNS-PAVEMENT ^MARKINGS
11,031.95
11,031.95
0.00
0 00
11,031.95
100.00%
0 00
1,103.20
CO#01-85
R/WGRADING	4,301.25
4,301.25
0.00
0.00
4,301.25
100.00%
0.00
430.14
C0/101-86 C0/101-87
R/WSOD MOT
_I	11.871.45
15,487.15
11,871.45
15.487.15.
0.00
0.00
0.00
0.00
11,871.45
15,487.15
100.00%
100.00%
0.00
0.00
1,187.15
1,548.71

•1ill Group:
OFFSITE Totals

^BOO MISC
379,891.80
379,891.80 '.
!
0.00
0.00	379,891.80
100.00"/o
0.00
37,989.21

I

802 | SURVEY | 58,812.00 | 58,812.00 | 0.00 | 0.00 | 58,812.00 | 100.00% | 0.00 | 5,881.20
804 | AS8UILTS | 24,446.50 | 24,446.50 | 0.00 | 0.00 | 24,446.50 | 100.00% | 0.00 | 2,444.65
_I	806 | MOBILIZATION | 16,966.81 | 16,966.81 | 0.00 | 0.00 | 16,966.81 | 100.00% | 0.00 | 1,696.68
808 | ENVIRONMENTAL | 2,800.45 | 2,800.45 | 0.00 | 0.00 | 2,800.45 | 100.00% | 0.00 | 280.05
810 | GEOTECH TESTING | 96,600.00 | 96,600.00 | 0.00 | 0.00 | 96,600.00 | 100.00% | 0.00 | 9,660.00
812 | 79 G LOT TESTING | 59,800.00 | 59,800.00 | 0.00 | 0 00 | 59,800.00 | 100.00% | 0.00 | 5,980.00
814 | S.WP.P.P. | 3,450.00 | 3,450.00 | 0.00 | 0.00 | 3,450.00 | 100.00% | 0.00 | 345.00
816 | R/WPERMIT | 5,668.28 | 5,668.28 | 0.00 | 0.00 | 5,668.28 | 100.00% | 0.00 | 566.83
C0/101-01 | 8" PVC 6-8 SDR 26 | 85.44 | 85.44 | 0 00 | 0.00 | 85.44 | 100.00% | 0.00 | 8.54
C0#01-88 | SURVEY | 2,450.50 | 2,450.50 | 0.00 | 0.00 | 2,450.50 | 100.00"/4 | 0.00 | 245.06
CO#01-89 | ASBUILTS | 2,499.30 | 2,499.30 | 0.00 | 0.00 | 2,499.30 | 100.00% | 0.00 | 249.95
CO#01-90 | RIWPERMIT | 4,447.83 | 4,447.83 | 0.00 | 0.00 | 4,447.83 | 100.00% | 0.00 | 444.78
CO#02-01 | 1" SINGLE POWER CROSSING | 14,937.60 | 14,937.60 | 0.00 | 0.00 | 14,937.60 | 100.00% | 0.00 | 1,493.76
COl/02-02 | 2.5' SINGLE POWER CROSSINGS | 87,584.00 | 87,584.00 | 0.00 | 0.00 | 87,584.00 | 100.00% | 0.00 | 8,758.40
C0#02-03 | 3" SINGLE POWER CROSSINGS | 11,315.20 | 11,315.20 | 0.00 | 0.00 | 11,315.20 | 100.00% | 0.00 | 1,131.52
CONTINUATION SHEET	_Page _12 _of _12
Application and Certification for Payment, containing
Contractofs signed certification is attached.
In tabulations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage for line items may apply.
^Invoice#:	^2118-15	Contract:  2118. Wind Meadows Ph 1
Application No. :	15
App Ii cation Date :	08/25/22
To:  08/25122
Architect's Project No.:

A | B | | -- | C ^-----------··-- --- Scheduled Value | D | E | F | G | | H | I
Item No. | Description of Work | | | | --- -- Work Completed | Materials Presently Stored {Not in Dor E) | Total Completed and Stored To Date (D+E+F) | % (GI C) | Balance To Finish IC-G) | Retainage |
| | | | | From Previous Application (D+E) | This Period In Place | | | | |
CO#02-04 | 2" DOUBLE POWER CROSSINGS | | | 75.168.00 | 75,168.00 | 0.00 | 0.00 | 75,168.00 | 100.00% | 0.00 | 7,516.80
CO#02-05 | 4" IRRIGATION CROSSINGS | | | 7,968.00 | 7,968.00 | 0.00 | 0.00 | 7,968.00 | 100.00% | 0.00 | 796.80
C0#02-06 | SURVEY FOR CROSSINGS | | | 2,827.50 | 2,827.50 | 0.00 | 0.00 | 2,827.60 | 100.00% | 0.00 | 282.75
CO#02-07 | SURVEY FOR POWER LAYOUT | | | 5,655.00 | 5,655.00 | 0.00 | 0.00 | 5,655.00 | 100.00% | 0.00 | 565.50
| MISC Totals | | | 483,482.41 | 483,482A1 | 0.00 | 0.00 | 483,482.41 | 100.00% | 0.00 | 48,348.27
| | | | | | | | | I | |
| | | ! | | | | | | | |
| | | | | | | | | | I |
Grand Totals | 110,663,314.69 | 10,659,191.25	^4,123.44 | 0.00 I | 10,663,314.69 | 100.00% | 0.00 | 1,066,331.73 | | | |
APPLICATION AND CERTIFICATE FOR PAYMENT	Invoice#:  2118--16
To owner: Wind Meadow South, LLC 4900 Dundee Road
Winter Haven, FL 33884
From co11tractor. Blue Ox Enterprises, LLC
500 North Way
Sanford, FL 32773
CentractFor:

Project:	2118. Wind Meadows Ph 1	_Application _No. _;	_16

Period To:	8/25/2022

Via Architect:
Project Nos;

Contract Date:

Distribution to: c:::J Owner c:::J Architect c:::J Contractor c:::J
c:::J

CONTRACTOR'S APPLICATION FOR PAYMENT
Application is made for payment, as shown below, in connection with the Contract. Continuation Sheet is attached.
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. That all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the Owner, and that current payment shown herein is now due.
Original Contract Sum
Net Change By Change Order
Contract Sum To Date ...
Total Completed and Stored To Date ..
Retainage;
0.00% of Completed Work

,.		0.00% of Stored Material Total Retainage
Total Earned Less Retainage

$0.00
$0.00
$9,372,430.13
$1,290,884.56
$10,663,314.69
$10,663,314.69

$0.00
$10.663,314.69
CONTRACTOR-	Blue Ox Enterprises, LLC

By:?----"?=·-ffi"'--('='--==·J	,Date;

2/Vo/U..
In accordance with the Contract Docurrents, tiased on on4.?dlw!Moftlol'lll!'""'lrlw'III!,...,,._,.,,,..,..,..?
comprising the above application, the Architect certifies to the Owner that ta the bHst of the Architect's knowledge, informati en, and belief, the Work has progressed as indicated,
the quality of the WOrk is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED.

AMOUNTCERTIFIEO $ 1,066,331,73
{Attach explanation it amount certified differs rrom the amount applied. lnitlar all figures on this Application and on th< Continuation Sheet that are changed to conform v.ith the amount certified.)

ARCHITECT:
By;	,Date;	
This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment, and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract.

Application and Certification for Payment, containing
Contractor's signed certification is attached,
In tabulations below. amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage for Hne items may apply.
Application No. :	16
Application Date :	08125122
To:	08125122
Architecfs Project No.:
Invoice#:	2118-16
Contract:  2118. Wind Meadows Ph 1
A
Item
B
Description ofWork
C
Scheduled
D	E
Work Completed

^-- ---
F
Materials

G
Total
H
%	^I	Balance
I
Retainage
No.
Valle
From Previous
This Period
Presently
Completed
^(G ^/ ^C)	'	^To ^Finish

I
Bill Group:

100 SANITARY
Application
(D+E)
In Place
Stored (Not in D or e)
and Stored To Date
(D+E+F)
^'	(C-G)
'

^102 8" PVC 0-6 SDR 26
18,593.40
18,593.40
0.00
0.00
18,593.40
100.00%
0.00
0.00
104
106
108
110
8" PVC 6-8 SDR 26
8'' PVC 8-10 SDR 26
8" PVC 10-12 SDR 26
8" PVC 12-14 SDR 26
105,518.40
60,364.49
41,739.25
45,064.18
105,518.40
60,364.49
41,739.25
45,064.18
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
105,518.40
80,364.49
41,739.25
45,064.18
100.00%
100.00%
100.00%
100,00%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
112 8" PVC 14-16 SDR 26
114 8" PVC 16-18 $DR 26
40,785.92
69,172.32
40,785.92
69,172.32
0.00
0.00
0.00
0.00
40,785.92
69.172.32
100.00%
100.00%
0.00
0.00
0.00
0.00
^116 8" PVC 18-20 SDR 26
84,993.44
84,993.44
0.00
0.00
84,993.44	100,00%
0.00
0.00
118
120
122
124
126
128
8" PVC 20-22 SDR 26
8" PVC 22-24 SDR 26
8" PVC 24-26 $DR 26
8" PVC 26-28 SDR 26
8" PVC 28-30 SDR 26
8" PVC 30-32 SDR 26
83,908.34
70,870.54
50,992.20
8,821.14
10,099.36
11,854.74
83,908.34
70,870.54
50,992.20
8,821.14
10,099.36
11,854.74
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
83,908.34
70,870.54
50,992.20
8,821.14
10,099.36
11,854.74
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
^130 8" PVC 32-34 SDR 26
13,870.76
13,870.76
0.00
0.00
13,870.76
100.00%
0.00
0.00 ,
132
8" PVC 34-36 SDR 26
14,067.60
14,067.60
0.00
0.00
14,067.60
100.00%
0.00
0,00
^134 MANHOLE 0-6
^136 MANHOLE 6-8
^138  MANHOLE 8-10
^140  MANHOLE 10-12
28,070.70
94,935.50
63,036.35
16,705.17
28,070.70
94,935.50
63,036.35
16,705.17
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
28,070.70
94,935.50
63,036.35
16,705.17
100.00%
100,00%
100.00%
100.00%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
142
MANHOLE 12-14
23,271.24
23,271.24
0.00
0.00
23,271.24
100.00%
0.00
0.00
144 MANHOLE 14-16
72,541.81
72,541.81
0.00
0.00
72,541.81
100.00%
0.00
0.00
146
148
150
152
154
156
158
MANHOLE 16-18
MANHOLE 18-20
MANHOLE 20-22
MANHOLE 22-24
MANHOLE 24-26
MANHOLE 34-36 SINGLE LATERAL
55,736.56
44,703.48
39,410.00
34,359.56
35,438.12
12,058.31
44,011.20
55,736.56
44,703.48
39,410.00
34,359.56
35,438.12
12,058.31
44,011.20
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.00
0.00
0.00
55,736.56
44,703.48
39,410.00
34,359.56
35,438.12
12,058.31
44,011.20
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
0.00,
0.00,
i
0.00
0.00
0.00
0.00
0,00
0.00
0,00
0.00
0.00
0.00
0.00
^160 DOUBLE LATERAL
^162 CLEAN SANITARY LINES
184,816.96
33,382.08
184,816.96
33,382.08
0.00
0.00
0.00
0.00
184,816.96
33,382.08
100.00%
100.00%
0.(1()
0.00
0.00
0.00
Application and Certification for Paymen? containing
Contractor's signed certification is attached.
In tabt1lations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage for line items may apply.
Application No.:	16
Application Date:  08/25/22
To:  08/25/22
Architect's Project No.:
Invoice#:	2118-16
Contract:  2118. Wind Meadows Ph 1

A | B | C | D | E | F | G | | H | I

Item
No.

Description of Work

Scheduled Value

Work Completed

Materials Presently

Total Completed

%
(GI C)

Balance To Finish

Retainage

| | | From Previous | This Period | | | | |
| | | Application (D+E) | In Place | Stored | and Stored To Date | | (C-G) |
| | | | | (Not in OorE) | (D+E+F) | | |
164 | TEST SANITARY LINES | 27,786.24 | 27,786.24 | 0.00 | 0.00' | 27,786.24 | 100.00% | 0.00 | 0.00
166 | T. V SANITARY LINES | 36,662.40 | 36,662.40 | 0.00 | 0.00 | 36,662.40 | 100.00% | 0.00 | 0.00
168 | TIE TO EXISTING | 9,893.40 | 9,893.40 | 0.00 | 0.00 | 9,893.40 | 100.00% | 0.00 | 0.00
170 | OPEN CUT -SANITARY | 7,561.51 | 7,561.51 | 0.00 | 0.00 | 7,561.51 | 100.00% | 0.00 | 0.00
172 | DROP CONNECTION | 20,829.20 | 20,829.20 | 0.00 | 0.00' | 20,829.20 | 10000% | 0.00 | 0.00
174 | WELL POINTS | 129,065.13 | 129,065.13 | 0.00 | 0.00 | 129,065.13 | 100.00% | 0.00 | 0.00
C0#01-02 | 8" PVC 8-10 SDR 26 | 121.85 | 121.85 | 0.00 | 0.00 | 121.85 | 100.00% | 0.00 | 0.00
C0#01-03 | 8" PVC 10-12 SDR 26 | 684.25 | 684.25 | 0.00 | 0 00 | 684.25 | 100.00% | 0.00 | 0.00
C0#01-04 | 8" PVC 12-14 SDR 26 | 8,573.03 | 8.573.03 | 0.00 | 0.00 | 8,573.03 | 100.00% | 0.00 | 0.00
C0#01-05 | 8" PVC 14-16 SDR 26 | 35,481.60 | 35,481.60 | 0.00 | 0.00 | 35,481.60 | 100.00% | 0.00 | 0.00
C0#01-06 | 8" PVC 16-18 SDR 26 | 5,978.881 | 5,978.88, | 0.00 | 0.00 | 5,978.88 | 100.00% | 0.00 | 0.00
C0#01-07 | 8" PVC 18-20 SDR 26 | -3,609.76^1 | -3,609.76 | 0.00 | 0.00 | -3,609.76 | 100.00% | 0.00 | 0.00
C0#01-08 | 8" PVC 20-22 SDR 26 | -36,108.32 | -36,108.32 | 0.00 | 0.00 | -36,108.32 | 100.00% | 0.00 | 0.00
C0#01-09 | 8" PVC 22-24 SDR 26 | -39,045.10 | -39,045.10 | 0.00 | 0.00 | -39,045.10 | 100.00% | 0.00 | 0.00
C0#01-10 | 8" PVC 24-26 SDR 26 | -1,192.80 | -1, 192.80 | 0.00 | 0.00 | -1,192.80 | 100.00% | 0.00 | 0.00
C0#01-11 | 8" PVC 26-28 SDR 26 | 6,365.76 | 6,365.76 | 0.00 | 0.00 | 6,365.76 | 100.00% | 0.00 | 0.00
C0#01-12 | 8" PVC 26-30 SDR 26 | -2,300.76 | -2,300.76 | 0.00 | 0.00 | -2,300.76 | 100.00% | 0.00 | 0.00
C0#01-13 | 8" PVC 30-32 SDR 26 | -11,854.74 | -11,854.74 | 0.00 | 0.00 | -11,854.74 | 100.00% | 0.00 | 0.00
C0#01-14 | 8" PVC 32-34 SDR 26 | -13,870.76 | -13,870.76 | 0.00 | 0.00 | -13,870.76 | 100.00% | 0.00 | 0.00
C0#01-15 | MANHOLE 0-6 | 4,010.10 | 4,010.10 | 0.00 | 0.00 | 4,010.10 | 100.00% | 0.00 | 0.00
C0#01-16 | MANHOLE 6-8 | -4,315.25 | -4,315.25 | 0.00 | 0.00 | -4,315.25 | 100.00% | 0.00 | 0.00
C0#01-17 | MANHOLE 8-10 | -4,848.95 | -4,848.95 | 0.00 | 0.00 | -4,848.95 | 100.00% | 0.00 | 0.00
C0#01-18 | MANHOLE 12-14 | 34,906.86 | 34,906.86 | 0.00 | 0.00 | 34,906.86 | 100.00% | 0.00 | 0.00
C0#01-19 | MANHOLE 14-16 | 13,189.42 | 13,189.42 | 0.00 | 0.00 | 13,189.42 | 100.00% | 0.00 | 0.00
C0#01-20 | MANHOLE 16-18 | -34,835.40 | -34,835.40 I | 0.00 | 0.00 | -34,835.40 | 100.00% | 0.00 | 0.00
C0#01-21 | MANHOLE 18-20 | 14,901.16 | 14,901.16 | 0.00 | 0.00 | 14,901.16 | 100.00% | 0.00 | 0.00
C0#01-22 | MANHOLE 20-22 | -7,882.00 | -7,882.00 | 0.00 | 0.00 | -7,882.00 | 100.00% | 0.00 | 0.00
C0#01-23 | MANHOLE 22-24 | -17,179.78 | -17,179.76 | 0.00 | 0.00 I | -17,179.78 | 100.00% | 0.00 | 0.00
C0#01-24 | MANHOLE 24-26 | -8,859.53 | -8,859.53 | 0.00 | 0.00 | -6,859.53 | 100.00% | O.CXJ | 0.00
C0#01-25 | MJ>NHOLE 28-30 | 10,910.41 | 10,910.41 | 0.00 | 0.00 | 10,910.41 | 100.00% | 0.0() | 0.00
C0#01-26 | MANHOLE 34-36 | -12,058.31 | -12,058.31 | 0.00 | 0.00 | -12,058.31 | 100.00% I	^0,0() | 0.00 |
C0#01-27 | SINGLE LATERAL | -916.89 | -916.89 | 0.00 | 0.00 | -916.89 | 100.00% I	^0.00 | 0.00 |
Contractor's signed certification is attached,
In tabulations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where varjable retainage for line items may apply.
AppIication Date :	08125122
To:	08125122
Architecrs Project No.:
Invoice#:	2118-16
^A	B
Contract:  2118. Wind Meadows Ph 1
^C	D	^E	^F	^G	^H	^I
Item
Description of Work
Scheduled	'	Work Completed
Materials
Total
%	^Balance
Retainage
No.

C0#01-28 C0#01-29 C0#01-30 C0#01-31 C0#01-32 C0#01-33 C0#01-34 C0#03-01 C0#03-02 C0#03-03 C0#03-04 C0#03-05 C0#03-06 C0#03-07

Bill Group:

DOUBLE LATERAL CLEAN SANITARY LINES 8" PVC 34-36 SDR 26 TEST SANITARY LINES TV SANITARY LINES OPEN CUT S<\NITARY
UPGRADE EX LIFT STATION 6" PVC 0-6
SANITARY FITTINGS 6" CLEANOUT
CLEAN SANITARY LINES TEST SANITARY LINES MANHOLE RISERS GENERATOR UPGRADE
SANITARY Totals

162030 MISC
Value

1,004.44
-38.06
-14,067.60
-31.68
-41.80
-7,561.51
346,940.68
4,181.10
604.26
1,400.15
363.30
304.50
960.00
44,778.00
2,060,031.75
FromPrevious Application (D+E)

1,004.44
-38.06
-14,067.60
-31.68
-41.80
-7,561.51
346,940.68
4,181.10
604.26
1,400.15
363.30
304.50
960.00
44,778.00
2,060,031.75
This Period
In Place

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Presently Stored

(Not in D or E)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Completed and Stored TO Date
(D+E+F)
1,004.44
-38 06
-14,067.60
-31.68
-41.80
-7,561.51
346,940.68
4,181.10
604.26
1,400.15
363.30
304.50
960.00
44,778.00
2,060,031.75
'
(G /C)

100.00%
100.00%
100.00%
100.00%
100.00% ,
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
To Finish (C·G)

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

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
000
0.00
0.00
0.00
0.00
0.00
0.00

C0#05-07
DEMO EX DRIVEWAYS (CREWS LK RD)
386.40	386.40
0.00
0.00
386.40
100.00%
0.00
0.00
C0#05-09
DEMO EX. DRIVEWAY (E.F. GRIFFIN)
^111.20	111.20
0.00
I
_o _oo _I	111.20
100.00%
0.00
0.00
MISC Totals
^497.60	497.60
0.00
0.00
497.60
100.00%
o.oo
0.00
Bill Group:	162081 EARTHWORK
CO#OS-04
REGRADE BEHIND LOTS 92 -98
10,118.00	10,118.00
0.00	^0.00
10,118.00
100.00%
0.00
0.00
C0#06-01 SLOPE SOD
-11,867.31
-11,867.31
0.00
0.00
-11,867.31
100.00%
0.00
0.00
EARTHWORK Totals
-1,749,31	-1,749.31
0.00
0.00
-1,749.31
100.00%
0.00
0.00
Bill Group:	162083 ROADWORK
Contractor's signed certification is attached.
In tablllations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage for line items may apply.
Application Date :	08/25/22
To:  08/25/22
Architect's Project No.:
Invoice#:	2118-16
Contract:  2118. Wind Meadows Ph 1
A
Item
B
Desctiption of Work
C
Scheduled

^D	E
Work Completed
F
Materials
G
^Total	^I	%
H
Balance
I
Retainage
No.
Value
From Previous Apptieation (D+E)
This Period In Place
Presently Stored

(Not in Dor E)
Completed
and Stored To Date
(D+E+f)
(G / CJ
To Finish
,(C-G)
C0#05-05

CO#OS-06
ASPHALT LEVELING (CREWS LK RD)
1.25" MILL EXISTING (CREWS LK)
125,097.00

-8,621.10
125.□97.□0I	^0.00
^-8,621.10	0.00
0.00

0.00
125,097.00

-8,621.10
100.00%

100.00%
0.00

0.00
0.00

0.00
CO#OS-08 CO#OS-10
6" CONG. DRIVE (CREWS LK RD)
6" CONG. DRIVE (E.F. GRIFFIN)
2,875.60
821.60
2,875.60
821.60
0.00
0.00
0.00
0.00
2,875.60
821.60
100.00%
100.00%
0.00
0.00
0.00
0.00

Bill Group:
ROADWORK Totals

162086 STORM
120,173.10 _- 	120,173.10
_.. 	0.00 _--?--
0.00
120,173.10
100.00%
0.00,	0.00

C0#05-01 MODIFY EX. STRUCTURE (S-3)
1,542.41
1,542.41
0.00
a.DO
1,542.41	100.00%
0.00
0.00
C0#05-02
MODIFY EX STRUCTURE (50-33)
1,670.81
1,670.81
0.00
0.00
1,670.81	100.00%
0.00
0.00
C0#06-02

Bill Group:
UNDERDRAIN FILTER
STORM Totals

162087 WATER/REUSE
-9,485.28
-6,272.06
!
-9,485.28
-6,272.06
0.00
0.00
0.00
0.00
-9,485.28
-6,272.06
100.00%
100.00%
0,00
0.00
0.00
0.00

C0#05-03
IRRIGATION SERVICE 2"
WATER/REUSE Totals
1,772.34
1,n2.34
1,772.34
1,n2.34
0.00
0.00
0.00
0.00
1,772.34	100.00%
1,772.34	100.00%
0.00
0.00
0.00
0.00

l3ill Group: | 200 STORM | | | | | | | | | | '
202 | 15" RCP | 118,161.12 | 118,161.12 | 0.00 | 0.00 | 118,161.12 | | 100.00% | 0.00 | 0.00 |
204 | 18" RCP | 218,800.32 | 218,800.32 | 0.00 | 0.00 | 218,800.32 | | 100.00% | 0.00 | 0.00 |
206 | 24" RCP | 207,743.36 | 207,743.36 | 0.00 | 0.00 | 207,743.36 | | 100.00% | 0.00 | 0.00 |
208 | 30" RCP | 150,855.68 | 150,855.68 | 0.00 | 0.00 | 150,855.68 | | 100.00% | 0.00 | 0.00 |
210 | 36" RCP | 187,326.32 | 187,326.32 | 0.00 | 0.00 | 187,326.32 | | 100.00% | 0.00 | 0.00 |
212 | 42" RCP | 4,876.00 | 4,876.00 | 0.00 | 0.00 | 4,876.00 | | 100.00% | 0.00 | 0.00 |
214 | 48" RCP | 53,254.64 | 53,254.64 | 0.00 | 0.00 | 53,254.64 | | 100.00% | 0.00 | 0.00 |
216 | STORM MANHOLE | 50,674.60 | 50,674.60 | 0.00 | 0.00 | 50,674.60 | | 100.00% | 0.00 | 0.00 |
218 | J MANHOLE | 25,528.65 | 25,528.65 | 0.00 | 0.00 | 25,528.65 | | 100.00% | 0.00 | 0.00 |
220 | 15" MES | 4,223.40 | 4,223.40 | 0.00 | 0.00 | 4,223.40 | 100.00% | 0.00 | 0.00 | |
222 | 18" MES | 1,557.26 | 1,557.26 | 0.00 | 0.00 | 1,557.26 | 100.00% | 0.00 | 0.00 | |
224 | 24" MES | 3,974.80 | 3,974.80 | 0.00 | 0.00 | 3,974.80 | 100.00% | 0.00 | 0.00 | |
CONTINUATION SHEET	_Page _6 _ofl2:
Application and Certification for Payment, containing
Contractor's signed certification is attached.
In tabulations below, amounts are stated to the nearest dollar.
Use Column ton Contracts where variable retainage for line items may apply.
AppIi cation No. :	16
Application Dale :	08125122
To:	08125/22
Architects Project No.:
Invoice#:	2118-16
Contract: 2118. Wind Meadows Ph 1

A | B | C | D | E | F | G | | H | I
Item | Description of Work | ScheduJed | Work Completed | Materials | Total | % | Balance | Retainage |
No. | | Value | From Previous | This Period | Presently | Completed | (G / C) | To Finish |
| | | Application (D+E) | In Place | Stored | and Stored To Date | | (C·G) |
| | | | | (Not in D orE) | (D+E+F) | | |
226 | 30" MES | 1,922.68 | 1,922.68 | 0.00 | 0.00 | 1,922.68 | 100.00% | 0.00 | 0.00
228 | 36" MES | 11,687.05 | 11,687.05 | 0.00 | 0.00 | 11,687.05 | 100.00% | 0.00 | 0.00
230 | 42" MES | 2,853.97 | 2,853.97 | 0.00 | 0.00 | 2,853.97 | 100.00% | 0.00 | 0.00
232 | 48" MES | 3,459.37 | 3,459.37 | 0.00 | 0.00 | 3,459.37 | 100.00% | 0.00 | 0.00
234 | P-5 INLET | 247,698.16 | 247,698.16 | 0.00 | 0.00 | 247,698.16 | 100.00% | 0.00 | 0.00
236 | P-6 INLET | 85,959.51 | 85,959.51 | 0.00 | 0.00 | 85,959.51 | 100.00% | 0.00 | 0.00
238 | J-5 INLET | 56,651.30 | 58,651.30 | 0.00 | 0.00 | 58,651.30 | 100.00% | 0.00 | 0.00
240 | J-6 INLET | 80,054.38 | 80,054.38 | 0.00 | 0.00 | 80,054.38 | 100.00% | 0.00 | 0.00
242 | TYPEVINLET | 7,011.44 | 7,011.44 | 0.00 | 0.00 | 7,011.44 | 100.00% | 0.00 | 0.00
244 | V INLET W/ J BOTTOM | 12,825.26 | 12,625.26 | 0.00 | 0 (X) | 12,825.26 | 100.00% | 0.00 | 0.00
246 | C CONTROL STRUCTURE | 27,300.56 | 27,300.56 | 0.00 | 0.00 | 27,300.56 | 100.00% | 0.00 | 0.00
248 | UNOERDRAIN FILTER | 9,485.28 | 9,485.28 | 0.00 | 0.00 | 9,485.28 | 100.00% | 0.00 | 0.00
250 | SPLASH PAD | 9,365.49 | 9,365.49 | 0.00 | 0.00 | 9,365.49 | 100.00% | 0.00 | 0.00
252 | CLEAN STORM | 47,297.20 | 47,297.20 | 0.00 | 0.00 | 47,297.20 | 100.00% | 0.00 | 0.00
254 | STORM INSPECTION | 36,016,24 | 38,016.24 | 0.00 | 0.00 | 38,016.24 | 100.00% | 0.00 | 0.00
256 | RIP RAP | 49,888.50 | 49,888.50 | 0.00 | 0.00 | 49,888.50 | 100.00% | 0.00	0.00 |
C0#01-35 | 15" RCP | 11,214.72 | 11,214.72 | 0.00 | 0.00 | 11,214.72 | 100.00% | 0.00	0.00 |
C0#01-36 | 18" RCP | -16,003.52 | -16,003.52 | 0.00 | 0.00 | -16,003.52 | 100.00% | 0.00	0.00 |
C0#01-37 | 24" RCP | 15,214.40 | 15,214.40 | 0.00 | 0.00 | 15,214.40 | 100.00% | 0.00	0.00 |
C0#01-38 | STORM MANHOLE | 2,533.73 | 2,533.73 | 0.00 | 0.00 | 2,533.73 | 100.00% | 0.00	^0.00 |
C0#01-39 | J MANHOLE | 3,688.04 | 3,688.04 | 0.00 | 0.00' | 3,688.04 | 100.00% | 0.00	0.00 |
C0#01-40 | 15" MES | -1,407.80 | -1,407.80 | 0.00 | 0.00 | -1,407.80 | 100.00% | 0.00	0.00 |
C0#01-41 | P-5 INLET | 18,213,10 | 16,213.10 | 0.00 | 0.00 | 18,213.10 | 100.00% | 0.00	0.00 |
C0#01-42 | P-6 INLET | -4,093.31 | -4,093.31 | 0.00 | 0.00 | -4,093.31 | 100.00% | 0.00	0.00 |
C0#01-43 | J-5 INLET | 5,901.64 | 5,901.64 | 0.00 | 0.00 | 5,901.64 | 100.00% | 0.00	0.00 |
C0#01-44 | J-6 INLET | 5,716.56 | 5,716,56 | 0.00 | 0.00 | 5,716.56 | 100.00% | 0.00	^0.00 |
C0#01-45 | TYPE E INLET | 3,211.04 | 3,211.04 | 0.00 | 0.00 | 3,211.04 | 100.00% | 0.00	0.00 |
C0#01-46 | OVERFLOW WEIR | 6,174.92 | 6,174.92 | 0.00 | 0.00 | 6,174.92 | 100.00% | 0.00	^0.00 |
C0#01-47 | SPLASH PAD | -3,121.50 | -3,121.50 | 0.00 | 0.00 | -3,121.50 | 100,00% | 0.00	^0.00 |
C0#01-48 | CLEAN STORM | 614.80 | 614,80 | 0.00 | 0.00 | 614.80 | 100.00% | 0.00	0.00 |
C0#01-49 | STROM INSPECTION | 494.16 | 494.16 | 0.00 | 0.00 | 494.16 | 100.00% | 0.00	^0.00 |
C0#03-08 | 18" RCP | 17,615.28 | 17,615.28 | 0.00 | 0.00 | 17,615.28 | 100.00% | 000	^0.00 |

08/25/22

08/25122

'

08125122
Appli<ation and Certification for Paymen? containing
Contractor's signed certification is attached.
In tatJulations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage for line items may apply.
App Ii cation No. :	16
Application Date :	08125122
To:	08125122
Architect's Project No.:
Invoice#:	2118-16
Contract:  2118. Wind Meadows Ph 1

A | B | C | D | E | F | G | | H | I

Item No.

Description of Work

Scheduled Value

Work Completed

Materials Presently Stored

Total Completed and Stored To Date

%
(G IC)

Balance To Finish
{C-G)

Retainage

| | | From Previous Application (D+E) | This Period 1n Place | | | | |
| | | | | (Not in D or E) | (D+E+F) | | |
C0#01-63 | RIWGRADING | 1,118.30 | 1, 118.30 | 0.00 | 0.00 | 1,118.30 | 100.00% | o.oo | 0.00
C0#01-64 | SLOPE GRADING | -6,598.50 | -6,596.50 | 0.00 | 0.00 | -6,598.50 | 100.00% | 0.00 | 0.00
C0#01-65 | BERM GRADING | 9,634.95 | 9,634.95 | 0.00 | 0.00 | 9,634.95 | 100.00% | 0.00 | a.co
C0#01-66 | R/WSOD | 1,956.15 | 1,956.15 | 0.00 | 0.00 | 1,956.15 | 100.00% | 0.00 | 0.00
C0#01-67 | SEED& MULCH | -3,105.DD | -3, 105.00 | 0.00 | 0.00 | -3,105.DD | 100.00% | 0.00 | 0.00
C0#01-68 | SLOPE SOD | -25,771.50 | -25,771.50 | 0.00 | 0.00 | -25,771.50 | 100.00% | 0.00 | 0.00
C0#01-69 | BERM SOD | 32,695.65 | 32,695.65 | 0.00 | 0.00 | 32,695.65 | 100.00% | 0.00 | 0.00
C0#01-82 | REMOVE-REPLACE PAVERS | 5,822.25 | 5,822.25 | 0.00 | 0.00 | 5,822.25 | 100.00% | 0.00 | 0.00
00#01-83 | DEMO EX PAVING | 1,766.40 | 1,766.40 | 0.00 | 0.00 | 1,766.40 | 100.00% | 0.00 | 0.00
C0#03-30 | MAIL KIOSK 4" THICK | 5,057.80 | 5,057.80 | 0.00 | 0.00 | 5,057.80 | 100.00% | 0.00 | 0.00
C0#03-31 | BIKE PAD 4'' THICK | 1,254.00 | 1,254.00 | 0.00 | 0.00 | 1,254.00 | 100.00% | 0.00 | 0.00
C0#03-32 | INLET PROTECTION | 636.05 | 636.05 | 0.00 | 0.00 | 636.05 | 10000% | 0.00 | 0.00
C0#03-33 | EXCAVATION | 8,699.60 | 8,699.60 | 0.00 | 0.00 | 8,699.60 | 100.00% | 0.00 | 0.00
C0#03-34 | EMBANKMENT | 162.40 | 162.40 | 0.00 | 0.00 | 162.40 | 100.00% | 0.00.	0.00 |
C0#03-35 | R/WGRADING | 1,187.20 | 1,187.20 | 0.00 | 0.00 | 1,187.20 | 100.00% | ^0.00	0.00 |
CO#D3-36 | SLOPE GRADING | 62.40 | 62.40 | 0.00 | 0.00 | 62.40 | 100.00% | 0.00.	0.00 |
CO#03-37 | R/WSOD | 2,912.49 | 2,912.49 | 0.00 | 0.00 | 2,912.49 | 100.00% | 0.00 •	^0.00 |
C0#03-38 | SLOPE SOD | 248.40 | 248.40 | 0.00 | 0.00 | 248.40 | 100.00% | 0.00 •	0.00 |
CO#Q3-39 | SEED& MULCH | 1,552.50 | 1,552.50 | 0.00 | 0.00 | 1,552.50 | 100.00% | D 00 | 0.00
| EARTHWORK Totals | 1,493,284.73 | 1,493,284.73 | 0.00 | 0,00 | 1,493,284.73 | 100.00% | 0.00 | 0.00
Bill Group: | 700 OFFSITE | | | | | | | |
702 | EXCAVATE AND GRADE OFFSITE | 6,341.58 | 6,341.58 | 0.00 | 0.00 | 6,341.58 | 100.00% | 0.00 | 0.00
704 | ASPHALT 1" OVERLAY | 36,394.40 | 36,394.40 | 0.00 | 0.00 | 36,394.40 | 100.00% | 0.00 | 0.00
706 | ASPHALT 1. 50" | 25,854.20 | 25,854.20 | 0.00 | 0.00 | 25,854.20 | 100.00% | 0.00 | 0.00
708 | 1" MILL EXISTING | 5,747.40 | 5,747.40 | D.00 | 0.00 | 5,747.40 | 100.00% | 0.00 | 0.00
710 | LIM EROCK 14" (FULL DEPTH) | 67,642.40 | 67,642.40 | 0.00 | 0.00 | 67,642.40 | 100.00% | 0.00 | 0.00
712 | STABILIZED SHOULDER | 19,593.20 | 19,593.20 | 0.00 | 0.00 | 19,593.20 | 100.00% | 0.00 | 0.00
714 | 5' SIDEWALK 4" THICK | 41,141.30 | 41,141.30 | 0.00 | 0.00 | 41,141.30 | 100.00% | 0.00 | 0.00
716 | WHEELCHAIR RAMP | 2,983.14 | 2,963.14 | 0.00 | 0.00 | 2,963.14 | 100.00% | 0.00 | 0.00
718 | SIGNS-PAVEMENT MARKINGS | 14,963.23 | 14,963.23 | 0.00 | 0.00 | 14,963.23 | 100.00% | 0.00 | 0.00
720 | RIW GRADING - OFFSITE | 2,782.50 | 2,782.50 | 0.00 | 0.00 | 2,782.50 | 100.00% | 0.00 | 0.00
Application and Certification for Payment, containing Contractor's signed certification is attached.
In tabulations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage for line items may apply. ^Invoice#:	^2118-16	Contract :  2118. Wind Meadows Ph 1
Application No. :	16
AppIi cation Date :	08/25/22
To:	08/25/22
Archltecrs Project No.:
^A	^B	^C	^D	E
^F	G	H	I
---
IISm
Description of Work
Scheduled
Work Completed
Materials
Total
%	^Balance
Retainage
No.

^722 RIW SOD - OFFSITE
Value

7,679.70
From Previous Application (D+E)

7,679.70
ThisPeriod
In Place

0.00
Presently Stored

(Not in D or E)
0.00
Completed
and Stored To Date
(D+E+F)
7,679.70
(G /C)

100.00%
To Finish
{C-G)

0.00

0.00
724
C0#01-70 C0#01-71 C0#01-72 C0#01-73 C0#01-74 C0#01-75 C0#01-76 C0#01-77 C0#01-84 C0#01-85 C0#01-86 C0#01-87
MOT
ASPHALT 1" OVERLAY
ASPHALT 1.25" OVERLAY SIGNS-PAVEMENT MARKINGS SILT FENCE
EXCAVATE AND GRADE ASPHALT 1.25" OVERLAY
ASPHALT 1.50"
1.25" MILL EXISTING
SIGNS-PAVEMENT MARKINGS RIWGRADING
RIW SOD
MOT
15,487.15
-36,394.40
49,955.20
476.10
4,350.50
4,228.10
48,790.20
10,563.00
8,621.10
11,031.95
4,301.25
11,871.45
15,487.15
15,487.15
-36,394.40
49,955.20
476.10
4,350.50
4,228.10
48,790.20
10,563.00
8,621.10
11,031.95
4,301.25
11,871.45
15,487.15
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
15,487.15
-36,394.40
49,955.20
476.10
4,350.50
4,228.10
48,790.20
10,563.00
8,621.10
11,031.95
4,301.25
11,871.45
15,487.15
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
100.00%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
OFFSITE Totals
379,891.80
379,891.80
0.00
0.00	379,891.80
100.00%
0.00
0.00

Bill Group:	800 MISC

802
SURVEY
58,812.00
58,812.00
0.00
0.00
58,812.001	^100.00%
0.00
0.00
804 ASBUILTS
806 MOBILIZATION
24,446.50
16,966.81
24,446.50
16,966.81
0.00
0.00
0.00
0.00
24,446.50
16,966.81
100.00%
100.00%
0.00
0.00
0.00
0.00
808
ENVIRONMENTAL
2,800.45
2,800.45
0.00
0.00
2,800.45
100.00%
0.00
0.00
810 GEOTECH TESTING
96,600.00
96,600.00
0.00
0.00
96,600.00
100.00%
0.00
0.00
812
79 G LOT TESTING
59,800.00
59,800.00
0.00
0.00
59,800.00
100.00%
0.00
0.00
814 S.W,P.P.P.
816 RIWPERMIT
3,450.00
5,668.28
3,450.00
5,668.28
0.00
0,00
0.00
0.00
3,450.00
5,668.28
100.00%
100.00%
0.00
0.00
0.00
0.00
C0#01-01 CQ#01-88 C0#01-89 C0#01-90 C0#02,01
8" PVC 6-8 SOR 26 SURVEY ASBUILTS RIWPERMIT
1" SINGLE POWER CROSSING
85.44
2,450.50
2,499 30
4,447.83
14,937.60
85.44
2,450.50
2,499.30
4,447.83
14,937.60
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
85.44
2,450.50
2,499.30
4,447.83
14,937.60
100.00% ,
100.00%
100.00%
100.00%
100.00%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
C0#02-02 ^2.5" ^SINGLE ^POWER ^CROSSINGS
87,584.00
87,584.00
0.00
0.00
87,584.00
100.00%
0.00
0.00
C0#02-03
3" SINGLE POWER CROSSINGS
11,315.20
11,315.20
0.00
0.00
11,315.20
100.00%
0.00
0.00
Application and Certification for Paymen\ containing Contractors signed certification is attached.
In tabulations below, amounts are stated to the nearest dollar.
Use Column I on Contracts where variable retainage for line items may apply. ^lnv<ice ^#:	^2118-16	Contract:  2118. Wind Meadows Ph 1
^?	·--
ll!fm
B
Description ofWork.
C
Scheduled
^D	E
Work Completed
F
Materials
G
Total
H
%	^Balance
I
Retalnage
No,

C0#02-04 C0#02-05 00#02-06 C0#02-07

2" DOUBLE POWER CROSSINGS
4" IRRIGATION CROSSINGS SURVEY FOR CROSSINGS SURVEY FOR POWER LAYOUT
MISC Totals
Value

75,168.00
7,968.00
2,827.50
5,665.00
483,482.41
From Previous Application (D+E)

75,168.00
7,968.00
2,827.50
5,655.00
483,482.41
This Period In Place

0.00
o.oo
0.00
0.00
0.00
Presently
Stored

(Not in Dor E)
0.00
0.00
0.00
0.00
0,00
Completed and Stored To Date
(D+E+F)
75,168.00
7,968.00
2,827.50
5,655.00
483,482A1
(G f C)

100.00%
100.00%
100.00%
100.00%
100.00%
To Finish
{C·G)

0.00
0.00
0.00
0.00
o.oo

0.00
0.00
0.00
0.00
0.00

i

!

^Grand ^Totals	10,663,314.69

10,663,314.691	o.oo

i
I
i
o.ooI ^10,663,314.69

100.00%
I

0.00	^0.00
<?Bankot
Central Florida
Last statement: August 31, 2022
This statement: September 30, 2022 Total days in statement period: 30

WIND MEADOWS SOUTH, LLC
4900 DUNDEE RD
WINTER HAVEN FL 33884

Page 1 of 2
1500039320
(9)
Direct inquiries to:
863-682-7100

Bank Of Central Florida 5015 South Florida Avenue Lakeland FL 33813

Business Checking

Account number | 1500039320 | Beginning balance | $415,176.44
Enclosures | 9 | Total additions | 870,655.32
Low balance | $31,558.89 | Total subtractions | 1,227,272.87
Average balance | $549,547.12 | Ending balance | $58,558.89
Avg collected balance | $549,547 | |

CHECKS
Number | Date | Amount | Number | Date | Amount
1126 | 09-06 | 27,400.00 | 1137 | 09-08 | 3,250.00
1133 * | 09-01 | 51.20 | 1138 | 09-19 | 39,800.00
1134 | 09-02 | 807.50 | 1139 | 09-26 | 1,066,331.73
1135 | 09-06 | 45,542.84 | 1140 | 09-26 | 3,711.09
	1136	09-06	40,056.47  * Skip in check sequence

DEBITS
Date	Description	Subtractions

09-19

' Preauthorized Wd
AMEX EPAYMENT ACH PMT 220919

322.04

| W4592 |

CREDITS
Date

Description

Additions

09-15 | ' Transfer Credit | 726,655.32
TRANSFER FROM LOAN ACCOUNT XXXXXXX1840 NOTE NO 0000000003
09-22	' Cash Mgmt Trsfr Cr
REF 2650753L FUNDS TRANSFER FRMDEP XXXXXX1002 FROM LOAN TO WMS
09-27	' Cash Mgmt Trsfr Cr
REF 2701133L FUNDS TRANSFER FRMDEP XXXXXX1002 FROM LOAN FROM CSD

117,000.00

27,000.00

Member
FDIC
NOTICE: SEE REVERSE SIDE FOR IMPORTANT INFORMATION	^1s)
EQUAL HOUSING
LENDER
<?Bankot
Central Florida

WIND MEADOWS SOUTH, LLC
September 30, 2022
Page 2 of 2
1500039320

DAILY BALANCES
Date | Amount | | Date | Amount | | Date | Amount
08-31 | 415,176.44 | | 09-08 | 298,068.43 | | 09-26 | 31,558.89
09-01 | 415,125.24 | | 09-15 | 1,024,723.75 | | 09-27 | 58,558.89
09-02 | 414,317.74 | | 09-19 | 984,601.71 | | |
09-06 | 301,318.43 | | 09-22 | 1,101,601.71 | | |

OVERDRAFT/RETURN ITEM FEES

| Total for this period | Total year-to-date
Total Overdraft Fees | $0.00 | $0.00
Total Returned Item Fees | $0.00 | $0.00

Thank you for banking with Bank Of Central Florida
myBrand
Account Number	******9320	Date	09/30/2022	^PAGE	3 of 4

09/06/2022 1126 $27,400.00
09/19/2022 1138 $39,800.00

1139

DATE 09/21/2022

$I ...,,066,.,,,.1

===-="-"c..c.==-==="-"=-=-==??V?oid?A?ft??oo=D·?LLARS

Wucit ?
^MEMO ^Pay ^app ^16 ^retainage	AUTHORIZED SIGNATURE.

09/01/2022 1133 $51.20	09/26/2022 1139 $1,066,331. 73

?^1Jf ':f ';: Vft?i..4eadow?$buiJ('tff {
'	4000 Dundee Rd •
Vlfinter Haven, FL,33684
(863)280-6921

11-40

DATE 091.21}2022

$1 "3,711.09
=?=======?==	???;d?A?tt,?,oo=????

0-¼-4-r?
AUTHORIZED SIGNATURE

09/02/2022 1134 $807.50
•·	9Jf, t g;;,,<	• , 1u ,11 ,,n-,n, n-1••·· 1•Ui11u.1,1 11◄• u ..
09/26/2022 1140 $3,711.09
Wind Meadows Soulh L.LC
4900 Dundee Rd
WillterHaven. FL.33884
{863)28()-.6921

eAf'? OF CENTRAL FLQf11l)A
,OIS6outhFlo«i•hO""•
L•k.or.no.FLl'&l?
PAY TO 'rHE
ORDER OF Ovida Construction Group Inc.
 Forty Five Thousand FiveHondred Forty Two and84/100".. '	

DOLLARS
OvidaCori5tructionGrouplnc
2785Wr1ghtsRoad. Suite 1117	payapp7
Ovil!do,FL32765 MEMO?--?---- -
11• j, ii, :I 511• 1:os J l, H, lE, 1,1: ii, SOOD :19} 2□11•
Void After 90 Days

AUTHOOIZED SIGNATURE
09/06/2022 1135 $45,542.84

Wind &Mldow■South LLC
.Gei)?fl!I
4*\f•?, , Wint-?a_,?.
(863il2t!o.61111
PltYTOTHE
:?.;. •. ??(::,?11-0Ylll!II 'Florida

?1':9??t?E?:LA?:?DA
L,.k■lo.nd. 'L !3B1!

t138

.MTE 0813112022 ·•

$1 	,
; ?  f(!rtV Topusar-i Fifty Sill'llfD.(7/100.,"·
....-	Banliof?orida	_-.......,.	?
5015SOUlllF1orid.lAvenue Laloolini, FL3S813

.. ?LL.ARB-'	?-
0000061B40-0000J3,

?	 ?	
AUTHORIZED SIGNATURE

09/06/2022 1136 $40,056.47

09/08/2022 1137 $3,250.00
PLEASE RECONCILE THIS STATEMENT AT ONCE
IF NO ERRORS ARE REPORTED WITHIN THIRTY DAYS, THE ACCOUNT WILL BE CONSIDERED CORRECT.

MONTH 	YEAR	
THIS FORM IS PROVIDED TO HELP YOU RECONCILE YOUR BANK STATEMENT CHECKS OUTSTANDING NOT
CHARGED TO ACCOUNT

BANK BALANCE SHOWN ON
THIS STATEMENT

ADD+

$ 	_
YOUR CHECK BOOK BALANCE

$	_

DEPOSITSNOT CREDITED INTHISSTATEMENT
(IFANY)

TOTAL
$	 _

$	_

$=====
INTEREST +	^$	 ^_

SUBTRACT
CHECKS
OUTSTANDING $	_

SERVICE
CHARGE-	$	 _

_-	BALANCE
THESE BALANCES SHOULD EQUAL

^$=====	$=====-
INCASE OF ERRORS OR QUESTIONS ABOUT YOUR ELECTRONIC TRANSFERS: (APPLICABLE FOR CONSUMER ACCOUNTS ONLY)
Please call us at (863) 682-7100 or write to us at the address on the front of this statement as soon as possible if you think your statement or receipt is wrong, or if you need more information about a transfer or other transaction listed on this statement. We must hear from you no later than 60 days after we sent you the FIRST statement on which the problem or error appeared.
Please provide the following information:
Your name and account number (if applicable)
Describe the error or the transfer you are unsure about, and explain in detail why you believe it is an error or why you need more information
The dollar amount of the suspected error
If you tell us verbally, we may require that you send us your complaint or question in writing within 10 business days. We will determine whether an error occurred within 10 business days after we hear from you and will correct any error promptly. If we need more time, however, we may take up to 45 days to investigate your complaint or question. If we decide to do this, we will credit your account within 10 business days for the amount you think is in error, so that you will have the use of the money during the time it takes us to complete our investigation. If we ask you to put your complaint or question in writing, and we do not receive it within 10 business days, we may not credit your account.

For errors involving new accounts, point-of-sale, or foreign-initiated transactions, we may take up to 90 days to investigate your complaint or question. For new accounts, we may take up to 20 business days to credit your account for the amount you think is in error. An account is considered a new account for 30 days after the first deposit is made, if you are a new customer.

We will tell you the results within three business days after completing our investigation. If we decide there was no error, we will send you a written explanation. You may ask for copies of the documents we used in our investigation.

Rev 11/2014