Kepler Road
Community Development District Agenda
April 14, 2025

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

April 7, 2025
Board of Supervisors Kepler Road
Community Development District Dear Board Members:
The special meeting of the Board of Supervisors of the Kepler Road Community Development District will be held Monday, April 14, 2025, at 11:00 AM the Gateway Center of the Arts, 880 Hwy 17, DeBary, FL 32713. Following is the advance agenda for the regular meeting:

Board of Supervisors Meeting
Roll Call
Public Comment Period
Approval of Minutes of the December 18, 2024 Audit Committee and Board of Supervisors Meetings
Consideration of Resolution 2025-03 Approving the Fiscal Year 2026 Proposed Budget and Setting a Public Hearing to Adopt
Consideration of Resolution 2025-04 Ratifying Sale of Series 2024 Bonds
Ratification of Phase 1 Acquisition Package
Staff Reports
Attorney
Stormwater Ratification Bill and O&M Requirements Memo
Engineer
District Manager’s Report
Balance Sheet & Income Statement
Ratification of Funding Requests No. 16-20
Other Business
Supervisors Requests
Adjournment

Minutes
MINUTES OF MEETING KEPLER ROAD
COMMUNITY DEVELOPMENT DISTRICT AUDIT COMMITTEE

The audit committee meeting of the Kepler Road Community Development District was held Wednesday, December 18, 2024 at 10:30 a.m. at the Gateway Center for the Arts, 880 Highway 17, DeBary, Florida.

Present for the Audit Committee were:
Doug Beasley Rocky Owen Tom Franklin

Also present were:

George Flint	District Manager, GMS
Michelle Rigoni by phone	District Counsel

FIRST ORDER OF BUSINESS	Roll Call
Mr. Flint called the meeting to order and called roll.

SECOND ORDER OF BUSINESS	Public Comment Period
Mr. Flint noted no members of the public are present to provide comment or testimony.

THIRD ORDER OF BUSINESS	Approval of Minutes of the October 14,
2024 Audit Committee Meeting
Mr. Flint presented the minutes of the October 14, 2024 Audit Committee meeting and asked for any comments, corrections, or changes. The Board had no changes to the minutes.

December 18, 2024	Kepler Road CDD

FOURTH ORDER OF BUSINESS	Review of Proposals and Tally of Audit
Committee Members Ranking
Grau & Associates
DiBartolomeo, McBee, Hartley & Barns
Mr. Flint noted at the October 14th meeting they approved the RFP selection criteria. He added a notice was advertised and sent to firms that provide the services. As a result, they received 2 responses. He reviewed the 2 proposals, reviewed the process for ranking, and the selection criteria. He noted the scope of services, pricing, the 5 years of pricing requested, and review of each firm’s experience. He stated the distinction was in the pricing and that Grau was lower on the bids.
After the tally, Mr. Owen stated his choice would be Grau. Mr. Flint noted Grau would have 100 points. The audit committee approved Grau as the consensus ranking.

FIFTH ORDER OF BUSINESS	Adjournment

Secretary/Assistant Secretary	Chairman/Vice Chairman

MINUTES OF MEETING KEPLER ROAD
COMMUNITY DEVELOPMENT DISTRICT

The regular meeting of the Board of Supervisors of the Kepler Road Community Development District was held Monday, December 18, 2024 at 10:30 a.m. at the Gateway Center for the Arts, 880 Highway 17, DeBary, Florida.

Present and constituting a quorum:
Doug Beasley	Vice Chairman
Rocky Owen	Assistant Secretary
Tom Franklin	Assistant Secretary Also present were:
George Flint	District Manager, GMS
Michelle Rigoni by phone	District Counsel
Sean Fortier by phone	District Engineer, Kelly, Collins & Gentry, Inc.
Sara Zare by phone	MBS

FIRST ORDER OF BUSINESS	Roll Call
Mr. Iorio called the meeting to order at 10:30 a.m. and called roll. Three Board members were present constituting a quorum.

SECOND ORDER OF BUSINESS	Public Comment Period
Mr. Flint stated there were no members of the public present.

THIRD ORDER OF BUSINESS	Approval of the Minutes of the October 14,
2024 Board of Supervisors Meeting
Mr. Flint presented the minutes from the October 14, 2024, Board of Supervisors meeting and asked for any comments or corrections. The Board had no changes to the minutes. Ms. Rigoni asked for some minor corrections to the minutes.

FOURTH ORDER OF BUSINESS	Consideration of Financing Related Items
Presentation of Supplemental Engineer’s Report Phases 1 & 2
Mr. Flint stated there was a revision to the Supplemental Engineer’s Report for Phases 1 & 2. Ms. Rigoni stated there were changes from the October report.
Mr. Fortier stated the edits were changes to the legal terms and the overall improvements and he explained the status of changes to each item.

Presentation of First Supplemental Assessment Methodology Report
Mr. Flint noted this is the final now that the pricing has taken place, and they are scheduled to close on the 23rd. He noted the underwriter priced and it has been updated since that change. He reviewed the development program and the mix of townhomes and single family 50’s and 60’s totally 309 units and 274.5 ERUs. He reviewed the Table 2 to include the construction costs estimates from the engineer’s report. The bond sizing reflects the pricing at 5.31% and remains a 30-year issue. This includes capitalized interest through November 2025 when the tax bill lines up with the tax bill going out. He added the debt service reserve requirement is 50% of th3 max annual debt and underwriters discount at 2%. This results in construction funds at $4,380,969.00. He added the Table 4 has been updated bond sizing and demonstrates the allocation of benefit based on improvement cost by Phase and combined Table 5 demonstrates the benefit by par debt and product type. Table 6 reflects the net and annual gross debt assessments. He noted the net assessments exclude the collection cost and early payment discount. The gross will be what shows up on the tax bill. He added Table 7 is the preliminary assessment roll and there are 2 landowners and legal descriptions are attached.
Mr. Rigoni confirmed with Mr. Flint for the record this District land will receive benefits from the 2024 project. She asked if the special assessments are reasonably and fairly allocated to the land and Mr. Flint answered yes. Ms. Rigoni asked if the land will receive special benefits equal to or in excess under the methodology report final numbers. Mr. Flint answered yes.

Consideration of Resolution 2025-02 Supplemental Assessment Resolution
Mr. Flint noted this resolution was the supplemental resolution and brings down pricing. Ms. Rigoni added this describes the final 2024 project bond and the final numbers. It provides for the final bonds and the approval of methodology, and she reviewed each section for approval of final numbers.

Consideration of Supplemental Notice of Imposition of Series 2024 Assessments FIFTH ORDER OF BUSINESS	Acceptance  of  Ranking  of  the  Audit
Committee and Authorizing Staff to Send a Notice of Intent to Award
Mr. Flint stated the Audit Committee met prior to this meeting and ranked Grau and Associates as #1. He asked the board to accept the Audit Committee rankings

SIXTH ORDER OF BUSINESS	Staff Reports
Attorney
Ms. Rigoni noted the bonds will close on the 23rd and staff will participate in closing. She added she is working with the developer for project to finalize the acquisitions.

Engineer
Mr. Fortier noted he had nothing further to report. He added they are currently waiting for
power.

District Manager’s Report
Balance Sheet & Income Statement
Mr. Flint presented the unaudited financials through September 30th and asked for any questions.

Ratification of Funding Requests No. 14-15
Mr. Flint presented funding requests No. 14 and 15 and asked for ratification.

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

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

NINTH ORDER OF BUSINESS	Adjournment

Secretary/Assistant Secretary	Chairman/Vice Chairman

Section IV
RESOLUTION 2025-03
[FY 2026 BUDGET APPROVAL RESOLUTION]
A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE KEPLER ROAD COMMUNITY DEVELOPMENT DISTRICT APPROVING PROPOSED BUDGET(S) FOR FY 2026; SETTING A PUBLIC HEARING THEREON AND DIRECTING PUBLICATION; ADDRESSING TRANSMITTAL AND POSTING REQUIREMENTS; ADDRESSING SEVERABILITY AND EFFECTIVE DATE.

WHEREAS, for the fiscal year beginning October 1, 2025, and ending September 30, 2026 (“FY 2026”), the District Manager prepared and submitted to the Board of Supervisors (“Board”) of the Kepler Road Community Development District (“District”) prior to June 15, 2025, the proposed budget(s) attached hereto as Exhibit A (“Proposed Budget”); and

WHEREAS, the Board now desires to set the required public hearing on the Proposed Budget.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE KEPLER ROAD COMMUNITY DEVELOPMENT DISTRICT:
PROPOSED BUDGET APPROVED. The Proposed Budget attached hereto as Exhibit A is hereby approved preliminarily.
SETTING A PUBLIC HEARING; DIRECTING PUBLICATION. A public hearing
on said approved Proposed Budget is hereby declared and set for the following date, time, and location, and District staff is directed to provide notice of the same in accordance with Florida law:
DATE: July 14, 2025
TIME:	11:00 AM
LOCATION: 880 Highway 17, DeBary, FL 32713

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

SEVERABILITY; EFFECTIVE DATE. The invalidity or unenforceability of any one or more provisions of this Resolution shall not affect the validity or enforceability of the remaining portions of this Resolution, or any part thereof. This Resolution shall take effect immediately upon adoption.
PASSED AND ADOPTED THIS 14th DAY OF APRIL 2025.
ATTEST:	KEPLER ROAD COMMUNITY
DEVELOPMENT DISTRICT

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

Exhibit A:	Proposed Budget

Proposed Budget to be Provided Under Separate Cover

Section V
RESOLUTION 2025-04
A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE KEPLER ROAD COMMUNITY DEVELOPMENT DISTRICT RATIFYING, CONFIRMING, AND APPROVING THE SALE OF THE KEPLER ROAD COMMUNITY DEVELOPMENT DISTRICT CAPITAL IMPROVEMENT REVENUE BONDS, SERIES 2024 (2024 ASSESSMENT AREA); RATIFYING, CONFIRMING AND APPROVING THE ACTIONS OF THE CHAIRMAN, VICE CHAIRMAN, TREASURER, SECRETARY, ASSISTANT SECRETARIES, AND ALL DISTRICT STAFF REGARDING THE SALE AND CLOSING OF THE KEPLER ROAD COMMUNITY DEVELOPMENT DISTRICT CAPITAL IMPROVEMENT REVENUE BONDS, SERIES 2024 (2024 ASSESSMENT AREA); AND DETERMINING SUCH ACTIONS AS BEING IN ACCORDANCE WITH THE AUTHORIZATION GRANTED BY THE BOARD; PROVIDING A SEVERABILITY CLAUSE; AND PROVIDING AN EFFECTIVE DATE.

WHEREAS, the Kepler Road Community Development District (the “District”) is a local unit of special-purpose government created and existing pursuant to Chapter 190, Florida Statutes, being situated in the City of DeLand, Florida; and
Whereas, pursuant to Chapter 190, Florida Statutes, the District is authorized to construct, install, operate and/or maintain systems and facilities for certain basic infrastructure and other infrastructure projects and services necessitated by the development of, and serving lands within, the District; and

WHEREAS, the District, on December 18, 2024, executed Bond Purchase Contract, agreeing to the sale of its $5,115,000 Kepler Road Community Development District Capital Improvement Revenue Bonds, Series 2024 (2024 Assessment Area) (the “Series 2024 Bonds”), at the terms and conditions provided therein; and

Whereas, the District has previously considered and adopted a number of resolutions relating to the issuance of the Series 2024 Bonds and the imposition of special assessments securing the Series 2024 Bonds, including, but not limited to, Resolution Nos. 2024-33, 2025-01, 2024-31, 2024-32, 2024-34, and 2025-02; and

Whereas, the District, on December 23, 2024, closed on the sale of its Series 2024 Bonds;
and

Whereas, as prerequisites to the issuance of the Series 2024 Bonds, the Chairman, Vice Chairman, Secretary, Treasurer, Assistant Secretaries, and District Staff, including the District Manager, District Assessment Consultant, District Engineer, and District Counsel, were required to execute and deliver various documents including, but not limited to: a Master Trust Indenture; a First Supplemental Trust Indenture; a Bond Purchase Agreement; a Preliminary Limited Offering Memorandum; a Limited Offering Memorandum; a specimen of the Series 2024 Bonds; a Certificate of the District Engineer; a Certificate of the District Manager and Methodology
Consultant to the District; an Order to Authenticate and Deliver the Series 2024 Bonds; a 2024 Supplemental Engineer’s Report (Phases 1 & 2) dated October 23, 2024; a First Supplemental Assessment Methodology for the Series 2024 Bonds, dated December 18, 2024; a Continuing Disclosure Agreement between the District, Landsea Homes of Florida LLC (the “Developer”), MVPD Trinity LLC (“MVPD”) and a dissemination agent; an Acquisition Agreement (Series 2024 Project) between the District and Developer; a Completion Agreement (Series 2024 Project – Trinity Gardens Phases 1 and 2) between the District and Developer; a True-Up Agreement (Series 2024 Assessments – Trinity Gardens Phase 1) between the District and Developer; a True-Up Agreement (Series 2024 Assessments – Trinity Gardens Phase 2) between the District and MVPD; a Collateral Assignment and Assumption of Development and Contract Rights (Series 2024 Bonds – Trinity Gardens Phases 1 and 2) between the District and TLC Trinity Gardens, LLC; a Collateral Assignment and Assumption of Development and Contract Rights (Series 2024 Bonds – Trinity Gardens Phase 2) between the District and MVPD; a Collateral Assignment and Assumption of Development and Contract Rights (Series 2024 Bonds – Trinity Gardens Phases 1 and 2) between the District and Developer; a Declaration of Consent to Jurisdiction of the District and to Imposition of Debt Special Assessments (Series 2024 Assessments – Trinity Gardens Phase 1) executed by the Developer; a Declaration of Consent to Jurisdiction of the District and to Imposition of Debt Special Assessments (Series 2024 Assessments – Trinity Gardens Phase 2) executed by MVPD; Notice of Special Assessments / Government Lien of Record (Series 2024 Assessments); opinion of counsel to the District; and Internal Revenue Service Form 8038-G (collectively, the “Closing Documents”); and

Whereas, the District finds that the sale, closing, and issuance of the Series 2024 Bonds was in the best interests of the District, and the District desires to ratify, confirm, and approve all actions of the District Chairman, Vice Chairman, Secretary, Treasurer, Assistant Secretaries, and District staff in closing the issuance of the Series 2024 Bonds; and

WHEREAS, the District has incurred certain expenses in finalizing the sale, closing, and issuance of the Series 2024 Bonds, the costs of which are not to exceed those reflected in Exhibit A attached hereto (the “Costs of Issuance”); and
Whereas, the District finds the expenses incurred in finalizing the closing and issuance of the Series 2024 Bonds to be reasonable and in the best interests of the District, and the District desires to ratify payments made in relation to the closing and issuance of the Series 2024 Bonds.

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

SECTION 1.  The sale, issuance, and closing of the Series 2024 Bonds and the adoption of resolutions relating to the Series 2024 Bonds under the terms and conditions set forth therein serve a public purpose and are in the best interests of the District and are hereby ratified, approved, and confirmed.
SECTION 2. The resolutions levying and imposing the special assessments securing the Series 2024 Bonds remain in full force and effect and are hereby ratified and confirmed in all respects.

SECTION 3. The actions of the Chairman, Vice Chairman, Secretary, Treasurer, Assistant Secretaries, and all District staff in finalizing the closing and issuance of the Series 2024 Bonds, including the execution and delivery of the Closing Documents, and such other certifications or other documents required for the closing on December 23, 2024, are hereby ratified, approved, and confirmed in all respects. Copies of the Closing Documents are included in the Series 2024 Bond transcript on file at the District Manager’s Office located at 219 East Livingston Street, Orlando, Florida 32801. Said documents are specifically ratified, confirmed, and approved in all respects.

SECTION 4. The Costs of Issuance listed in Exhibit A to this Resolution reflects reasonable, not to exceed costs incurred by the District in finalizing the sale, closing, and issuance of the Series 2024 Bonds necessary for financing the installation and construction of District infrastructure. Pursuant to the Second Supplemental Trust Indenture for the Series 2024 Bonds, any remaining balance in the Series 2024 Costs of Issuance Account will be transferred to the Series 2024 Acquisition and Construction Account on or around June 23, 2025. The costs reflected in Exhibit A are hereby ratified, confirmed, and approved.
SECTION 5. The invalidity or unenforceability of any one or more provisions of this Resolution shall not affect the validity or enforceability of the remaining portions of this Resolution or any part of this Resolution not held to be invalid or unenforceable.

Section 6.	This Resolution shall become effective upon its passage.
Passed and adopted this 14th day of April 2025.

ATTEST:	KEPLER ROAD COMMUNITY DEVELOPMENT DISTRICT

Secretary/Assistant Secretary	Chairman, Board of Supervisors Exhibit A	Costs of Issuance
EXHIBIT A

Section VI

[INSERT LANDSEA LETTERHEAD]

December 20	, 2024

Landsea Homes 2420 S. Lakemont Ave.
Suite 450
Orlando. FL 32814

Kepler Road Community Development District c/o George Flint, District Manager
Governmental Management Services - Central Florida, LLC 219 East Livingston Street
Orlando, Florida 32801

Re:	Kepler Road Community Development District (the "District") Acquisition of Trinity Gardens - Phase ! Improvements

Dear George:

Pursuant to the Acquisition Agreement (Series 2024 Project), effective as of August 12, 2024, you are hereby notified that Landsea Homes of Florida LLC ("Landsea"), has completed and wishes to sell to the Kepler Road Community Development District (the "District") those certain improvements described in Exhibit A attached hereto (the "Improvements").

Landsea wishes to convey the Improvements, which were included in the District's Master Engineer's Report, dated February 12, 2024, as amended and supplemented by that 2024 Supplemental Engineer's Report (Phases 1 & 2), dated October 23, 2024 (together, the "Engineer's Report"), to the District in exchange for payment in the sum of $6,549,833.87, as more particularly described in Exhibit A attached hereto and that certain Bill of Sale to be dated on or about the same date of this letter, representing the actual cost of constructing the Improvements (the "Acquisition Cost"). Pursuant to that Assignment of Proceeds of Kepler Rood Community Development District (City of Deland, Florida) Capital Improvement Revenue Bonds, Series 2024 ("Series 2024 Bonds"), please requisition the amount qf the Acquisition Cost to TLC Trinity Gardens, LLC.

landsea agrees and acknowledges that Landsea is solely responsible for completing, or causing to be completed, any and all items necessary to achieve final completion of the Improvements. Unless directed otherwise by the District, Landsea agrees and acknowledges, it shall facilitate, at landsea's sole co t and expense, (i) the turnover from the District to City of Deland, Florida ("City"), all of the District's rights, titles, and interest in the portion of Improvements to be conveyed to the City, including but not limited to the landsea completing, or causing to be completed, any punch list items, warranting any such Improvements to the extent required by the City and/or posting and maintaining any required maintenance bond, providing District's evidence of title to the Improvements free and clear from all liens and encumbrances and warranting and defending title to same; and (ii) the receipt from the City, Volusia County, Florida ("County"), and/or any other applicable agencies all applicable certificate(s) of completion, as applicable.

Notwithstanding anything to the contrary herein, certain amounts may still be owed to contractor(s) (balance to finish and retainage), including the approximate amount of the balance to finish and retainage shown in Exhibit A. Landsea acknowledges that any retainage and balance to finish related to the Acquisition Cost shall be requisitioned by the District only upon notice from the District Engineer that such amounts have been released to the contractor( s) or Landsea shall be fully responsible for payment of same. Landsea agrees to timely make payment for all remaining amounts

Live in your element®	landseahomes.com
Ll@N:15
HOMES
owed, and to ensure that no liens are placed on the Improvements. Additionally, to the extent the Acquisition Cost exceeds the amounts available for payment of such in the District's Series 2024 Acquisition and Construction Account at the time of requisition, Landsea requests that the District join in the request that unpaid portions of the Acquisition Cost be (i) first, applied against Landsea's required Contribution 1; and (ii) second, treated as an Unpaid Requisition and paid in the future as funds may be deposited in the Series 2024 Acquisition and Construction Account, including but not limited to any residual interest and/or Series 2024 Reserve Account release amounts 2•

Furthermore, due to the timing of the plat approval process for preliminary plat known as Trinity Gardens Phase 1 ("Plat"), Landsea requests that the District agree to hold in escrow the executed special warranty deed granting fee simple title to the underlying real property upon which the Improvements are located in favor of an unrecorded easement providing the District access to its facilities to carry out its operation and maintenance activities for the Improvements, in substantially the form attached hereto as Exhibit B ("Easement Agreement"). Such Easement Agreement is intended to provide the District proper access to its Improvements in the interim period while the Plat is being processed for approval, and Landsea agrees it shall release from escrow the executed deeds and further coordinate as may be necessary to record such deeds promptly upon final approval and recording of the Plat.

Sincerely,

LANDSEA HOMES OF FLORIDA LLC

By:
Nam_e:	'??	O:;niel l·fa+seF

Acknowledged and Agreed to by:

KEPLER ROAD COMMUNITY DEVELOPMENT DISTRICT

cc:	District Counsel District Engineer
lts:_-l.Jlfl.fl.F,-=-----------

1 As required and set forth in that certain Completion Agreement (Series 2024 Project - Trinity Gardens Phases 1 and 2), to be dated as of the closing date for the Series 2024 Bonds. and the First Supplemental Assessment Methodologyfor the Series 2024 Project, to be dated as of Bond Purchase Agreement for the Series 2024 Bonds.
2 All as further provided in Section 403 of the First Supplemental Trust Indenture, dated as of December 1, 2024.
Exhibit A

Acquisition Costs:

-

-1 Tota! proJect costs under the applicable Contract, including any and all change orders and work authorizations,as applicable
2 Portion of Total Contract Cost eligible for payment from bond proceeds and within the scope of the current acquisition, also referred to as "NTE Acquisition Cost"
3 Portion of NTE Acquisition Cost paid to date for Requisition to Series 2024 Acquisition and Construction Fund, when available

Description of Improvements to be Acquired and location:

Trinity Gardens Phase 1 Master Improvements:

Stormwater Improvements All ponds/stormwater management facilities, together with master drainage pipes, including but not limited to structures, inlets, manholes, mitered end sections, headwalls, water control structures catch-basins and related stormwater facilities, in and for the development Trinity Gardens Phase 1, all located on portions of the real property described in the following legal description:
Tract B of the preliminary plat known Trinity Gardens Phase 1 to be recorded in Official Records of Volusia County, Florida, more particularly described as follows:

That part of Section 14, Township 17 South, Range 30 East Volusia County, Florida being more particularly described as follows.

COMMENCE at the Southeast corner of the Northeast 1/4 of the Southeast 1/4 of Section 14, Township 17 South, Range 30 East Volusia County, Florida, thence run N88°58'45"E a distance of 40.85 feet; thence run S26°14'04"E a distance of 64.11 feet; thence run Sl0°50'33"E a distance of 55.88 feet; thence run S06°26'25"E a distance of 47.71 feet; thence run S66°45'20"E a distance of 117.85 feet; thence run N85°44'49"E a distance of 35.04 feet; thence run N20°26'08"E a distance of 76.35 feet; thence run N20°13'29"E a distance of 12.68 feet; thence run N00°09'57"E a distance of 27.97 feet; thence run N0l001'15"W a distance of 96.17 feet; thence run N88°58'45"E a distance of 334.29 feet to the beginning of a non-tangent curve concave Westerly and having a radius of 3900.00 feet and a central angle of 00°59'04"; thence from a Tangent bearing of 501°12'20"E run 67.02 feet along the arc of said curve to the end of said curve; thence run S00°13'16"E a distance of 184.25 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 89°17'17"; thence run Southwesterly 38.96 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 56.51 feet; thence run N00°55'59"W a distance of 120.00 feet; thence run S89°04'01"W a distance of 99.79 feet to the beginning of a tangent curve concave Northerly and having a radius of 380.00 feet and a central angle of 20°06'05"; thence Westerly 133.32 feet along the arc of said curve to the end of said curve; thence run S19°10'06"W a distance of 120.00 feet to the beginning of a non-tangent curve concave Northerly and having a radius of 500.00 feet and a central angle of 04°04'34"; thence Westerly
35.57 feet along the arc of said curve to the end of said curve; thence run N66°45'20"W a distance of
144.57 feet to the beginning of a tangent curve concave Southerly and having a radius of 250.00 feet and a central angle of 12°41'09"; thence Westerly 55.35 feet along the arc of said curve to the end of said curve; thence run Nl0°33'31"E a distance of 120.00 feet to the beginning of a non-tangent curve concave Southerly and having a radius of 370.00 feet and a central angle of 11°29'30"; thence run Westerly 74.21 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 16.22 feet; thence run N00°55'59"W a distance of 400.00 feet; thence run S89°04'01"W a distance of 5.00 feet; thence run N00°55'59"W a distance of 50.00 feet; thence run S89°04'01"W a distance of 115.00 feet; thence run N00"55'59"W a distance of 21.34 feet; thence run S89°04'0l"W a distance of 500.00 feet; thence run N00°55'59"W a distance of 563.93 feet; thence run S87"19'38"E a distance of 45.57 feet; thence run N84°44'09"E a distance of 38.51 feet; thence run S58°58'36"E a distance of 68.18 feet; thence run S33"04'39"E a distance of 44.12 feet; thence run S39"49'03"E a distance of 63.30 feet; thence run S72°23'07"E a distance of 52.80 feet; thence run S41°42'11"E a distance of 61.35 feet; thence run S27°05'59"E a distance of 67.71 feet; thence run S56°53'34"E a distance of 73.33 feet; thence run S47°07'27"E a distance of 82.44 feet; thence run S69°05'16"E a distance of 30.37 feet; thence run S41°32'02"E a distance of 33.23 feet; thence run S31°59'24"E a distance of 68.52 feet; thence run S38°24'04"E a distance of 71.69 feet; thence run S23°42'46"E a distance of 63.69 feet; thence run S44"37'16"E a distance of 28.02 feet; thence run S23°42'46"E a distance of 63.22 feet; thence run S00°56'16"E a distance of 25.83 feet; thence run 523°42'46"E a distance of 63.67 feet; thence run S00°56'16"E a distance of 286.48 feet to a to the Point of Beginning.

CONTAINING:6.990 acres, more or less. TOGETHER WITH:
Tract D of the preliminary plat known Trinity Gardens Phase 1 to be recorded in Official Records of Volusia County, Florida, more particularly described as follows:

That part of Section 14, Township 17 South, Range 30 East Volusia County, Florida being more particularly described as follows:

COMMENCE at the Southwest corner of the Southeast 1/4 of Section 14, Township 17 South, Range 30 East Volusia County, Florida, thence N89"31'09"E 736.35 feet along the South boundary of the Southeast 1/4 of said Section 14 for the POINT OF BEGINNING, said point being the beginning of a non-tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence from a tangent bearing of S89"31'09"W run Northwesterly run 39.27 feet along the arc of said curve to the end of said curve; thence run N00°28'5l"W a distance of 109.24 feet to the beginning of a tangent curve concave Easterly and having a radius of 150.00 feet and a central angle of 22°02'52"; thence run Northerly 57.72 feet along the arc of said curve to a to the end of said curve; thence run N21°34'01"E a distance of 14.93 feet to the beginning of a tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 63°18'22"; thence run Northeasterly 37.62 feet along the arc of said curve to a to the end of said curve; thence run S00°28'51"E a distance of 114.92 feet; thence run N89°31'09"E a distance of
780.00 feet; thence run N00°28'51"W a distance of 115.00 feet; thence run N89°31'09"E a distance of 5.00 feet; thence run N00°28'5l"W a distance of 86.00 feet; thence run S89°31'09"W a distance of 52.78 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Northwesterly39.27 feet along the arc of said curve to a to the end of said curve; thence run N00°28'51"W a distance of 2.50 feet; thence run N89°31'0911Ea distance of 115.00 feet to POINT "A"(SEE LESS TRACT J); thence run N00°28'51"W a distance of 230.00 feet; thence run S89°31'09"W a distance of 7.84 feet; thence run N00°28'51"W a distance of 60.00 feet; thence run S89"31'09"W a distance of 115.00 feet; thence run S43"24'48"W a distance of 29.54 feet to the beginning of a non-tangent curve concave Southeasterly and having a radius of 70.00 feet and a central angle of 133"53'40"; thence from a tangent bearing of N46"35'll"W run Westerly 163.58 feet along the arc of said
curve to a to the end of said curve and POINT "B"(SEE LESS TRACT F); thence run S00°28'51"E a distance of 55.77 feet to the beginning of a tangent curve concave Easterly and having a radius of 250.00 feet and a central angle of 26°44'26"; thence Southerly 116.68 feet along the arc of said curve to a to the end of said curve; thence run S27°13'17"E a distance of 15.53 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 100.00 feet and a central angle of 39°05'42"; thence Southeasterly
68.23 feet along the arc of said curve to a to the end of said curve and the beginning of a reverse curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 65°50'08"; thence run Southeasterly28.73 feet along the arc of said curve to a to the end of said curve; thence run S00°28'5l"E a distance of 5.59 feet to the beginning of a tangent curve concave Northwesterly and having a radius of
25.00 feet and a central angle of 90°00'00"; thence Southwesterly39.27 feet along the arc of said curve to a to the end of said curve; thence run S89°31'09"W a distance of 360.00 feet; thence run N00°28'5l"W a distance of 115.00 feet; thence run S89°31'09"W a distance of 180.00 feet; thence run S00°28'51"E a distance of 115.00 feet; thence run S89°31'09"W a distance of 49.69 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 112°02'52"; thence Northwesterly48.89 feet along the arc of said curve to a to the end of said curve; thence run N21°34'01"E a distance of 97.46 feet; thence run N89°04'01"E a distance of 144.85 feet; thence run N00°55'59"W a distance of 60.00 feet; thence run N89°04'01"E a distance of 23.54 feet; thence run N00°55'59"W a distance of 60.00 feet; thence run N89°04'01"E a distance of 10.73 feet; thence run N00°55'59"W a distance of 170.00 feet; thence run S89°04'01"W a distance of 5.00 feet; thence run N00°55'59"W a distance of 50.00 feet to POINT "C"(SEE LESS TRACT E); thence run S89°04'0l"W a distance of 115.00 feet; thence run N00°55'59"W a distance of 134.15 feet; thence run N89°04'0l"E a distance of 115.00 feet; thence run N00°55'59"W a distance of 60.00 feet; thence run N89°04'01"E a distance of 5.00 feet; thence run N00°55'59"W a distance of 70.00 feet; thence run N89°04'01"E a distance of 120.00 feet; thence run N00°55'59"W a distance of 120.00 feet; thence run N89°04'01"E a distance of 196.23 feet to the beginning of a tangent curve concave Southerly and having a radius of 197.00 feet and a central angle of 24°10'39"; thence Easterly 83.13 feet along the arc of said curve to a to the end of said curve; thence run S66°45'20"E a distance of 19.59 feet; thence run S23°14'40"W a distance of 115.00 feet; thence run S66°45'20"E a distance of 124.98 feet to the beginning of a tangent curve concave Northerly and having a radius of
668.00 feet and a central angle of 04°30'14"; thence Easterly 52.51 feet along the arc of said curve to a to the end of said curve; thence run Nl8°44'26"E a distance of 115.00 feet to the beginning of a non-tangent curve concave Northerly and having a radius of 553.00 feet and a central angle of 19°40'25"; thence from a tangent bearing of S71°15'34"E run Easterly 189.88 feet along the arc of said curve to a to the end of said curve; thence run N89°04'01"E a distance of 17.12 feet; thence run S45°55'59"E a distance of 19.80 feet; thence run N89°04'01"E a distance of 123.72 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°42'43"; thence Southeasterly
39.58 feet along the arc of said curve to a to the end of said curve; thence run S00°13'16"E a distance of
591.81 feet; thence run S89°46'43"W a distance of 300.00 feet; thence run S00°13'16"E a distance of 307.91 feet; thence run N89°31'01"E a distance of 300.00 feet; thence run S00°13'16"E a distance of 35.13 feet; thence run S44°38'57"W a distance of 42.33 feet; thence run S89°31'09"W a distance of 1144.21 feet to a to the point of beginning. Containing: 17.253 acres, more or less.

LESS TRACT J
COMMENCE at POINT "A" thence run N26°33'37"E 68.78 to the POINT OF BEGINNING; thence run S87°27'26"E a distance of 78.23 feet; thence run N85°13'28"E a distance of 98.30 feet; thence run NSl058'26"E a distance of 112.38 feet; thence run N09°40'57"E a distance of 50.21 feet; thence run N06°39'27"W a distance of 97.42 feet; thence run N20°25'56"E a distance of 94.35 feet; thence run N04°24'36"E a distance of 21.51 feet; thence run N09°10'29"W a distance of 68.44 feet; thence run N69°54'14"W a distance of 13.66 feet; thence run S6l051'35"W distance of 21.83 feet; thence run N75°59'08"W a distance of 32.90 feet; thence run N70°02'29"W a distance of 42.16 feet; thence run N74°09'03"W a distance of 44.69 feet; thence run N49°45'35"W a distance of 30.97 feet; thence run N42°50'57"W a distance of 52.71 feet; thence run N30°36'25"W a distance of 31.59 feet; thence run Nl0°49'52"W a distance of 33.54 feet; thence run N27°30'44"W a distance of 30.25 feet; thence run
N47°24'18"W a distance of 55.06 feet; thence run N43°58'36"W a distance of 5.37 feet; thence run N76°58'43"W a distance of 15.12 feet; thence run S14°21'17"W a distance of 19.70 feet; thence run N75°38'43"W a distance of 20.00 feet; thence run N14°21'17"E a distance of 19.80 feet; thence run S59°33'22"W a distance of 8.15 feet; thence run S38°51'53"W a distance of 36.44 feet; thence run S26°30'45"W a distance of 36.92 feet; thence run Sl8°44'26"W a distance of 36.62 feet; thence run N71°28'20"W a distance of 5.00 feet; thence run S26°30'44"W a distance of 4.98 feet; thence run Sl6°23'43"W a distance of 36.70 feet; thence run S15°22'06"E a distance of 51.36 feet; thence run S20°56'45"E a distance of 84.95 feet; thence run S03°29'46"E a distance of 88.44 feet; thence run S23°05'46"E a distance of 35.89 feet; thence run N89°31'09"E a distance of 11.28 feet; thence run S00°28'51"E a distance of 61.07 feet; thence run S57°58'07"E a distance of 9.30 feet; thence run S00°28'5l"E a distance of 145.95 feet; thence run S50°53'57"E a distance of 34.08 feet to a to the Point of Beginning. Containing: 3.673 acres, more or less.

AND LESS TRACT F
COMMENCE at POINT "B" thence run N25°02'01"W 25.29 feet to the POINT OF BEGINNING; thence run N37°57'28"W a distance of 27.04 feet; thence run NlS012'36"E a distance of 21.03 feet; thence run N36°23'35"E a distance of 21.38 feet; thence run N53°10'26"E a distance of 23.74 feet; thence run N02°15'08"W a distance of 16.86 feet; thence run N60°49'02"W a distance of 33.84 feet; thence run N36°26'4l"W a distance of 22.81 feet; thence run N75°18'30"W a distance of 99.47 feet; thence run S64°09'07"W a distance of 66.27 feet; thence run S09°12'03"W a distance of 84.05 feet; thence run S37°41'20"W a distance of 49.67 feet; thence run Sll 031'01"W a distance of 79.46 feet; thence run S02°41'20"W a distance of 87.72 feet; thence run S52°42'35"W a distance of 18.68 feet; thence run S00°29'37"W a distance of 21.28 feet; thence run S03°16'44"E a distance of 41.73 feet; thence run S28°32'36"E a distance of 33.84 feet; thence run S82°38'15"E a distance of 34.18 feet; thence run S82°31'21"E a distance of 36.54 feet; thence run N89°31'09"E a distance of 190.49 feet; thence run N00°42'27"E a distance of 5.06 feet; thence run N89°31'09"E a distance of 46.84 feet; thence run N14°05'0l"E a distance of 18.71 feet; thence run N37°34'15"W a distance of 66.19 feet; thence run N32°01'44"W a distance of 15.38 feet; thence run N20°46'13"W a distance of 61.86 feet; thence run N14°23'22"W a distance of 50.34 feet; thence run N00°40'41"E a distance of 39.56 feet; thence run Nl0°30'59"W a distance of 26.48 feet; thence run N03°05'28"W a distance of 38.30 feet to a to the Point of Beginning. Containing: 2.226 acres, more or less.

AND LESS TRACT E
COMMENCE at POINT "C" thence run N02°14'37"W 34.54 to the POINT OF BEGINNING; thence run N37°57'28"W a distance of 27.04 feet; thence run N58°15'19"W a distance of 32.27 feet; thence run N79°18'36"E a distance of 29.47 feet; thence run N37°57'28"W a distance of 14.00 feet; thence run N47°45'29"E a distance of 14.45 feet; thence run S79°18'36"W a distance of 44.33 feet; thence run N37°57'28"W a distance of 12.10 feet; thence run N48°25'10"E a distance of 41.09 feet; thence run N89°04'01"E a distance of 29.98 feet; thence run N47°45'29"E a distance of 10.09 feet; thence run N00°55'59"W a distance of 34.43 feet; thence run N25°22'02"E a distance of 64.68 feet; thence run N76°13'47"E a distance of 55.83 feet; thence run S71°06'00"E a distance of 50.47 feet; thence run N22°10'24"E a distance of 60.69 feet; thence run N00°55'59"W a distance of 77.83 feet; thence run N80°26'14"E a distance of 44.35 feet; thence run S80°01'54"E a distance of 52.98 feet; thence run N86°32'09"E a distance of 81.20 feet; thence run S46°20'43"E a distance of 31.82 feet; thence run S08°21'34"W a distance of 57.15 feet; thence run S38°39'07"E a distance of 23.41 feet; thence run Sll 019'34"W a distance of 6.53 feet; thence run S38°39'07"E a distance of 10.30 feet; thence run S66°45'20"E a distance of 21.26 feet; thence run S47°44'02"E a distance of 122.16 feet; thence run S12°03'48"W a distance of 107.02 feet; thence run Sl8°55'08"W a distance of 101.25 feet; thence run S82°25'05"W a distance of 92.32 feet; thence run N23°58'58"W a distance of 83.76 feet; thence run N78°43'20"W a distance of 92.79 feet; thence run N52°13'45"W a distance of 43.34 feet; thence run S75°13'10"W a distance of 45.53 feet; thence run S53°22'5l"W a distance of 67.49 feet; thence run N76°09'28"W a distance of 74.27 feet to a to the Point of Beginning. Containing: 2.899 acres, more or less.

IN AGGREGATE: 8.455 acres more or less.

Roadway and Water Utility Improvements: Roadway improvements including paving, curb, gutter, storm piping, and sidewalks (collectively, "Roadway lmprovements")and all potable water and reclaimed water facilities from the points of delivery or connection, including the potable water system, fire protection lines and hydrants, publicly owned reclaim water mains and lines, publicly owned pipes, and related equipment (collectively, "Water Utility Improvements"), all constructed in and for the development of Trinity Gardens Phase 1, located in public right-of-ways to be known as GreenboroughStreet, Hopefields Street, Fairfields Street, Bee Valley Street, Birdswill Street, Gracebloom Street, as described in the following legal description:

That part of Section 14, Township 17 South, Range 30 East, Volusia County, Florida being more particularly described as follows:

COMMENCE at the Southwest corner of the Southeast 1/4 of Section 14, Township 17 South, Range 30 East Volusia County, Florida, thence N89°31'09E 636.35 feet along the South boundary of the Southeast 1/4 of said Section 14 to the POINT OF BEGINNING, said point being on the West right of way line of Farfields Street, said point is the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence along the right of way lines of Farfields Street, Greenborough Street, Hopefields Street, Gracebloom Street, Birdswill Street and Beevalley Street the following courses and distances Northeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 109.24 feet to the beginning of a tangent curve concave Easterly and having a radius of 200.00 feet and a central angle of 18°19'46"; thence Northerly 63.98 feet along the arc of said curve to the end of said curve and the beginning of a reverse curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 108°19'46"; thence Northwesterly
47.27 feet along the arc of said curve to a to the end of said curve; thence run S89°31'09"W a distance of
319.42 feet; thence run N00°28'51"W a distance of 86.00 feet; thence run N89°31'09"E a distance of
158.96 feet to the beginning of a tangent curve concave Southerly and having a radius of 75.00 feet and a central angle of 33°25'29"; thence Southeasterly43.75 feet along the arc of said curve to the end of said curve; thence run S57°03'22"E a distance of 20.32 feet to the beginning of a tangent curve concave Northerly and having a radius of 75.00 feet and a central angle of 33°25'29"; thence Southeasterly43.75 feet along the arc of said curve to the end of said curve; thence run N89°31'09"E a distance of 100.86 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 67°57'08"; thence Northeasterly 29.65 feet along the arc of said curve to the end of said curve; thence run N21°34'01"E a distance of 231.93 feet to the beginning of a tangent curve concave Westerly and having a radius of 200.00 feet and a central angle of 22°30'00"; thence Northerly 78.54 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 173.67 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 89°56'02"; thence Northwesterly39.24 feet along the arc of said curve to the end of said curve; thence run S89°07'59"W a distance of 666.47 feet; thence run N00°52'01"W a distance of 50.00 feet to the beginning of a non-tangent curve concave Northwesterly and having a radius of 25.00 feet; thence from a tangent Bearing of N89°07'59"E run Northeasterly 39.47 feet through a central angle of 90°27'00" to the end of said curve; thence run N89°34'59"E a distance of 50.00 feet to the beginning of a non-tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 89°33'00"; thence Southeasterly 39.07 feet along the arc of said curve to the end of said curve; thence run N89°07'59"E a distance of 150.00 feet to the beginning of a tangent curve concave Northwesterly and having a radius of
25.00 feet and a central angle of 90°27'00"; thence Northeasterly39.47 feet along the arc of said curve to the end of said curve; thence run N89°34'59"E a distance of 50.00 feet to the beginning of a non-tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 89°33'00"; thence from a tangent bearing of S0l019'01"Erun Southeasterly39.07 feet along the arc of said curve to the end of said curve; thence run N89°07'59"E a distance of 316.34 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°03'58"; thence
Northeasterly 39.30 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 707.36 feet to Point "A" said point being the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Northwesterly
39.27 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of
106.37 feet to the beginning of a tangent curve concave Southerly and having a radius of 100.00 feet and a central angle of 10°44'13"; thence Westerly 18.74 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 50.60 feet to the beginning of a non-tangent curve concave Southerly and having a radius of 150.00 feet and a central angle of 07°08'05"'; thence from a tangent bearing of N81°55'56"E run Easterly 18.68 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 370.37 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Northeasterly39.27 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 95.00 feet; thence run N89°04'01"E a distance of 86.00 feet; thence run S00°55'59"E a distance of 566.34 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 111.22 feet to the beginning of a tangent curve concave Southerly and having a radius of 250.00 feet and a central angle of 24°10'39"; thence Southeasterly 105.49 feet along the arc of said curve to the end of said curve; thence run S66°45'20"E a distance of 144.57 feet to the beginning of a tangent curve concave Northerly and having a radius of 500.00 feet and a central angle of 24°10'39"; thence run Easterly 210.99 feet along the arc of said curve to the end of said curve; thence run N89°04'0l"E a distance of 156.29 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 89°17'17"; thence run Northeasterly38.96 feet along the arc of said curve to the end of said curve; thence run S00°13'16"E a distance of 117.00 feet to the beginning of a non-tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°42'43"; thence from a tangent bearing of N00°13'16"W run Northwesterly39.58 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 123.72 feet; thence run N45°55'59"W a distance of 19.80 feet; thence run S89°04'01"W a distance of 17.12 feet to the beginning of a tangent curve concave Northerly and having a radius of 553.00 feet and a central angle of 24°10'39"; thence Westerly 233.35 feet along the arc of said curve to the end of said curve; thence run N66°45'20"W a distance of 144.57 feet to the beginning of a tangent curve concave Southerly and having a radius of
197.00 feet and a central angle of 24°10'39"; thence Westerly 83.13 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 411.22 feet to the beginning of a tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run S00°55'59"E a distance of 506.69 feet to the beginning of a tangent curve concave Westerly and having a radius of
250.00 feet and a central angle of 22°30'00"; thence Southerly 98.17 feet along the arc of said curve to the end of said curve; thence run S21°34'0l"W a distance of 202.22 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 112°02'52"; thence run Southeasterly 48.89 feet along the arc of said curve to the end of said curve; thence run N89°31'09"E a distance of 589.69 feet to the beginning of a tangent curve concave Northwesterly and having a radius of
25.00 feet and a central angle of 90°00'00"; thence run Northeasterly39.27 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 5.59 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 65°50'08"; thence Northwesterly 28.73 feet along the arc of said curve to the end of said curve and the beginning of a reverse curve concave Northeasterly and having a radius of 100.00 feet and a central angle of 39°05'42"; thence Northwesterly 68.23 feet along the arc of said curve to the end of said curve; thence run N27°13'17"W a distance of 15.53 feet to the beginning of a tangent curve concave Easterly and having a radius of 250.00 feet and a central angle of 26°44'26"; thence Northwesterly 116.68 feet along the arc of said curve to the end of said curve; thence run N00°28'5l"W a distance of 55.77 feet to the beginning of a tangent curve concave Southerly and having a radius of 70.00 feet and a central angle of 169°45'12"; thence Easterly 207.39 feet along the arc of said curve to the end of said curve and the beginning of a compound curve concave Westerly and having a radius of 500.00 feet and a central angle of 10°14'48";
thence Southerly 89.42 feet along the arc of said curve to the end of said curve and Point "B"; thence run S00°28'51"E a distance of 144.28 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N89"31'09"E a distance of 52.78 feet; thence run S00°28'51"E a distance of 86.00 feet; thence run S89"31'09"W a distance of 782.98 feet to the beginning of a tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 67°57'08"'; thence run Southerly 29.65 feet along the arc of said curve to the end of said curve; thence run S21°34'01"W a distance of 14.93 feet to the beginning of a tangent curve concave Easterly and having a radius of 150.00 feet and a central angle of 22°02'52"; thence Southerly 57.72 feet along the arc of said curve to the end of said curve; thence run S00°28'5l"E a distance of 109.24 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run S89°31'09"W a distance of 100.00 feet to a to the Point of Beginning. Containing: 10.334 acres, more or less.

AND

BEGIN at the aforesaid Point "A" thence leaving said right of way line run N89"04'01"E a distance of 50.00 feet to a point on said right of way line and continue along said right of way line the following courses and distances; said point being the beginning of a non-tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Northeasterly39.27 feet along the arc of said curve to the end of said curve; thence run N89"04'0l"E a distance of 200.00 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run S00°55'59"E a distance of 371.34 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run S89"04'01"W a distance of 200.00 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Northwesterly39.27 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 371.34 feet to a to the Point of Beginning. Containing: 2.406 acres, more or less.

AND

COMMENCE at the aforesaid Point "B", thence leaving said right of way line run N89"31'09"E a distance of
36.00 feet to a to the POINT OF BEGINNING, said point being on said right of way line and continue along said right of way line the following courses and distances; thence run S00°28'51"E a distance of 109.88 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 10.00 feet and a central angle of 114°04'36"; thence Southwesterlyl9.91feet along the arc of said curve to the end of said curve to the beginning of a compound curve concave Northeasterly and having a radius of 64.00 feet and a central angle of 39°02'45"; thence run Northwesterly43.61feet along the arc of said curve to a to the end of said curve; thence run N27"13'17"W a distance of 15.53 feet to the beginning of a tangent curve concave Easterly and having a radius of 214.00 feet and a central angle of 26°44'26"; thence Northerly
99.98 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of
55.77 feet to the beginning of a tangent curve concave Southerly and having a radius of 34.00 feet and a central angle of 169°45'12"; thence run Easterly 100.73 feet along the arc of said curve the end of said curve and the beginning of a compound curve concave Westerly and having a radius of 464.00 feet and a central angle of 10°14'48"; thence Southerly 82.98 feet along the arc of said curve to the end of said curve and the Point of Beginning. Containing: 0.321 acres, more or less.

IN AGGREGATE CONTAINING: 13.061 acres, more or less.
Description of Work Product to be Acquired:

Any and all site plans, construction and development drawings, plans and specifications, documents, surveys, engineering and soil reports and studies, licenses, permits, zoning approvals, entitlements, permits, drainage rights, bonds, and similar or equivalent private and governmental documents of every kind and character whatsoever pertaining or applicable to or in any way connected with the stormwater improvements, water improvements, of the Kepler Road Community Development District for the portion of development known as Trinity Gardens Phase 1, Site Development Plan permit #PSB22-138.
EXHIBIT B
Easement Agreement

SEE PAGE 42 OF TI-IlS PDF FOREXEaJIED VERSION OF1HE EASEMENT AGREEMENT
AFFIDAVIT REGARDING COSTS PAID

STATE OF FLORIDA
COUNTY OF _Or_a_n_..g'-e  	_
Daniel Kaiser	, / (
I,-------	' as    V	 of Landsea Homes of Florida
LLC, a Delaware limited liability company, being first duly sworn, do hereby state for my affidavit as follows:

I have personal knowledge of the matters set forth in this affidavit.
My name is--D-a-ni-el-!f-als-er
and I am - lL..n../J...	 _ of
Landsea Homes of Florida LLC, a Delaware limited liability company (the "Developer"). I have authority to make this affidavit on behalf of Developer.

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

The District's 2024 Supplemental Engineer's Report (Phases 1 & 2), dated October 23, 2024 (the "Engineer's Report"), describes certain public infrastructure improvements and/or work product that the District intends to finance, fund, plan, establish, acquire, construct or reconstruct, enlarge or extend, equip, operate, or maintain pursuant to Chapter 190, Florida Statutes.

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

Notwithstanding anything to the contrary herein, certain amounts may still be owed to contractor(s) (balance to finish and retainage), including the approximate amount of the Retainage and Balance to Finish shown in Exhibit A. Developer acknowledges that such Retainage and Balance to Finish related to the Acquisition Cost shall be requisitioned by the District only upon notice from the District Engineer that the Retainage and Balance to Finish has been released to the contractor(s) or Developer shall be fully responsible for payment of same. Developer agrees to timely make payment for all remaining amounts owed, and to ensure that no liens are placed on the Improvements.
In making this affidavit, I understand that the District intends to rely on this affidavit for purposes of acquiring the completed improvements that Developer has developed consistent with the Engineer's Report.

Under penalties of perjury, I declare that I have read the foregoing and the facts alleged are true and correct to the best of my knowledge and belief.

Executed this 17th day of	O!cember	2024.

LANDSEA HOMES OF FLORIDA LLC

":	-- Darnel Kaiser

Its:	l/?	

STATE OF FLORIDA
couNTY oF Oc g..
The foregoing instrument was acknowledged before me by means of Iii physical presence or 111 online notarization, this _l1_ day of	1).elei, '"lbz:,r 	, 2024, by
'DCin ,<'..-\ k:cx.,S.v.::?-	, as	Y:?	of Landsea Homes of Florida LLC, a
Delaware limited liability company, on behalf of said company and who has personally appeared before me and is personally known to me.

(NOTARY SEAL)
N	----
	  '--e...e_ L C 0l V\,y,.._c.	)
(Name typed, printed or stamped)
Notary Public, State of ,_....:l	_
Commission No	1--­
MCommyission Expires: ID\ \2P2-::6

Exhibit A

Acquisition Costs:

Improvement	Co.ntract/
Invoices	Total Contract (osts1	Eliglble Costsl	Retafnage and
Balance to Fintsh	Requisition
Amou_nP	
Stormwater, Potable Water, Reclaimed Water, and Roadway
Improvements	Blue ox
Enterprises, LLC	$8,814,741.96	S7,026,991.06	$477,157.19	S6,549,833.87	
	Total:	$8,814,741.96	$7,026,991.06
(NTE Acquisition Cost)	S477,157.19	$6,549,833.87	
1 Total proJect costs under the applicable Contract, mcludmg any and all change orders and work authorizations,as applicable
2 Portion of Total Contract Cost eligible for payment from bond proceeds and within the scope of the current acquisition, also referred to as "NTE Acquisition Cost"
3 Portion of NTE Acquisition Cost paid to date for Requisition to Series 2024 Acquisition and Construction Fund, when available

Description of Improvements to be Acquired and Location:

Trinity Gardens Phase 1 Master Improvements:

Stormwater Improvements All ponds/stormwater management facilities, together with master drainage pipes, including but not limited to structures, inlets, manholes, mitered end sections, headwalls, water control structures catch-basins and related stormwater facilities, in and for the development Trinity Gardens Phase 1, all located on portions of the real property described in the following legal description:
Tract B of the preliminary plat known Trinity Gardens Phase 1 to be recorded in Official Records of Volusia County, Florida, more particularly described as follows:

That part of Section 14, Township 17 South, Range 30 East Volusia County, Florida being more particularly described as follows.

COMMENCE at the Southeast corner of the Northeast 1/4 of the Southeast 1/4 of Section 14, Township 17 South, Range 30 East Volusia County, Florida, thence run N88°58'45"E a distance of 40.85 feet; thence run S26"14'04"E a distance of 64.11 feet; thence run Sl0°50'33"E a distance of 55.88 feet; thence run S06°26'25"E a distance of 47.71 feet; thence run S66°45'20"E a distance of 117.85 feet; thence run N85"44'49"E a distance of 35.04 feet; thence run N20°26'08"E a distance of 76.35 feet; thence run N20°13'29"E a distance of 12.68 feet; thence run N00°09'57"E a distance of 27.97 feet; thence run N0l 001'15"W a distance of 96.17 feet; thence run N88°58'45"E a distance of 334.29 feet to the beginning of a non-tangent curve concave Westerly and having a radius of 3900.00 feet and a central angle of 00°59'04"; thence from a Tangent bearing of S01°12'20"E run 67.02 feet along the arc of said curve to the end of said curve; thence run S00°13'16"E a distance of 184.25 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 89°17'17"; thence run Southwesterly38.96 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 56.51 feet; thence run N00°55'59"W a distance of 120.00 feet; thence run S89°04'01"W a distance of 99.79 feet to the beginning of a tangent curve concave Northerly and having a radius of 380.00 feet and a central angle of 20°06'05"; thence Westerly 133.32 feet along the arc of said curve to the end of said curve; thence run S19°10'06"W a distance of 120.00 feet to the beginning of a non-tangent curve concave Northerly and having a radius of 500.00 feet and a central angle of 04°04'34"; thence Westerly
35.57 feet along the arc of said curve to the end of said curve; thence run N66°45'20"W a distance of
144.57 feet to the beginning of a tangent curve concave Southerly and having a radius of 250.00 feet and a central angle of 12°41'09"; thence Westerly 55.35 feet along the arc of said curve to the end of said curve; thence run Nl0°33'31"E a distance of 120.00 feet to the beginning of a non-tangent curve concave Southerly and having a radius of 370.00 feet and a central angle of 11°29'30"; thence run Westerly 74.21 feet along the arc of said curve to the end of said curve; thence run 589°04'01"W a distance of 16.22 feet; thence run N00°55'59"W a distance of 400.00 feet; thence run 589"04'01"W a distance of 5.00 feet; thence run N00°55'59"W a distance of 50.00 feet; thence run 589°04'0l"W a distance of 115.00 feet; thence run N00°55'59"W a distance of 21.34 feet; thence run 589°04'0l"W a distance of 500.00 feet; thence run N00°55'59"W a distance of 563.93 feet; thence run 587°19'38"E a distance of 45.57 feet; thence run N84°44'09"E a distance of 38.51 feet; thence run 558°58'36"E a distance of 68.18 feet; thence run 533°04'39"E a distance of 44.12 feet; thence run 539°49'03"E a distance of 63.30 feet; thence run 572°23'07"E a distance of 52.80 feet; thence run 541°42'11"E a distance of 61.35 feet; thence run 527°05'59"E a distance of 67.71 feet; thence run 556°53'34"E a distance of 73.33 feet; thence run 547°07'27"E a distance of 82.44 feet; thence run 569°05'16"E a distance of 30.37 feet; thence run 541°32'02"E a distance of 33.23 feet; thence run S31°59'24"E a distance of 68.52 feet; thence run 538°24'04"E a distance of 71.69 feet; thence run 523°42'46"E a distance of 63.69 feet; thence run 544°37'16"E a distance of 28.02 feet; thence run 523°42'46"E a distance of 63.22 feet; thence run S00°56'16"E a distance of 25.83 feet; thence run 523°42'46"E a distance of 63.67 feet; thence run S00°56'16"E a distance of 286.48 feet to a to the Point of Beginning.

CONTAINING:6.990 acres, more or less. TOGETHER WITH:
Tract D of the preliminary plat known Trinity Gardens Phase 1 to be recorded in Official Records of Volusia County, Florida, more particularly described as follows:

That part of Section 14, Township 17 South, Range 30 East Volusia County, Florida being more particularly described as follows:

COMMENCE at the Southwest corner of the Southeast 1/4 of Section 14, Township 17 South, Range 30 East Volusia County, Florida, thence N89°31'09"E 736.35 feet along the South boundary of the Southeast 1/4 of said Section 14 for the POINT OF BEGINNING, said point being the beginning of a non-tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence from a tangent bearing of S89°31'09"W run Northwesterly run 39.27 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 109.24 feet to the beginning of a tangent curve concave Easterly and having a radius of 150.00 feet and a central angle of 22°02'52"; thence run Northerly 57.72 feet along the arc of said curve to a to the end of said curve; thence run N21°34'0l"E a distance of 14.93 feet to the beginning of a tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 63°18'22"; thence run Northeasterly37.62 feet along the arc of said curve to a to the end of said curve; thence run S00°28'51"E a distance of 114.92 feet; thence run N89°31'09"E a distance of
780.00 feet; thence run N00°28'51"W a distance of 115.00 feet; thence run N89°31'09"E a distance of 5.00 feet; thence run N00°28'51"W a distance of 86.00 feet; thence run S89°31'09"W a distance of 52.78 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Northwesterly39.27 feet along the arc of said curve to a to the end of said curve; thence run N00°28'51"W a distance of 2.50 feet; thence run N89°31'09"E a distance of 115.00 feet to POINT "A"(SEE LESS TRACT J); thence run N00°28'51"W a distance of 230.00 feet; thence run 589°31'09"W a distance of 7.84 feet; thence run N00°28'51"W a distance of 60.00 feet; thence run S89°31'09"W a distance of 115.00 feet; thence run S43"24'48"W a distance of 29.54 feet to the beginning of a non-tangent curve concave Southeasterly and having a radius of 70.00 feet and a central angle of 133°53'40"; thence from a tangent bearing of N46°35'll"W run Westerly 163.58 feet along the arc of said curve to a to the end of said curve and POINT "B"(SEE LESS TRACT F); thence run S00°28'5l"E a distance of 55.77 feet to the beginning of a tangent curve concave Easterly and having a radius of 250.00 feet and a
central angle of 26°44'26"; thence Southerly 116.68 feet along the arc of said curve to a to the end of said curve; thence run S27°13'17"E a distance of 15.53 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 100.00 feet and a central angle of 39°05'42"; thence Southeasterly
68.23 feet along the arc of said curve to a to the end of said curve and the beginning of a reverse curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 65°50'08"; thence run Southeasterly28.73 feet along the arc of said curve to a to the end of said curve; thence run S00"28'51"E a distance of 5.59 feet to the beginning of a tangent curve concave Northwesterly and having a radius of
25.00 feet and a central angle of 90°00'00"; thence Southwesterly39.27 feet along the arc of said curve to a to the end of said curve; thence run S89"31'09"W a distance of 360.00 feet; thence run N00°28'51"W a distance of 115.00 feet; thence run S89"31'09"W a distance of 180.00 feet; thence run S00°28'51"E a distance of 115.00 feet; thence run S89"31'09"W a distance of 49.69 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 112°02'52"; thence Northwesterly48.89 feet along the arc of said curve to a to the end of said curve; thence run N21"34'01"E a distance of 97.46 feet; thence run N89"04'01"E a distance of 144.85 feet; thence run N00"55'59"W a distance of 60.00 feet; thence run N89"04'01"E a distance of 23.54 feet; thence run N00"55'59"W a distance of 60.00 feet; thence run N89°04'01"E a distance of 10.73 feet; thence run N00°55'59"W a distance of 170.00 feet; thence run S89"04'01"W a distance of 5.00 feet; thence run N00"55'59"W a distance of 50.00 feet to POINT "C"(SEE LESS TRACT E); thence run S89"04'0l"W a distance of 115.00 feet; thence run N00"55'59"W a distance of 134.15 feet; thence run N89"04'01"E a distance of 115.00 feet; thence run N00"55'59"W a distance of 60.00 feet; thence run N89"04'0l"E a distance of 5.00 feet; thence run N00"55'59"W a distance of 70.00 feet; thence run N89"04'0l"E a distance of 120.00 feet; thence run N00°55'59"W a distance of 120.00 feet; thence run N89"04'01"E a distance of 196.23 feet to the beginning of a tangent curve concave Southerly and having a radius of 197.00 feet and a central angle of 24°10'39"; thence Easterly 83.13 feet along the arc of said curve to a to the end of said curve; thence run S66"45'20"E a distance of 19.59 feet; thence run S23"14'40"W a distance of 115.00 feet; thence run S66°45'20"E a distance of 124.98 feet to the beginning of a tangent curve concave Northerly and having a radius of
668.00 feet and a central angle of 04°30'14"; thence Easterly 52.51 feet along the arc of said curve to a to the end of said curve; thence run Nl8°44'26"E a distance of 115.00 feet to the beginning of a non-tangent curve concave Northerly and having a radius of 553.00 feet and a central angle of 19°40'25"; thence from a tangent bearing of S71"15'34"E run Easterly 189.88 feet along the arc of said curve to a to the end of said curve; thence run N89"04'01"E a distance of 17.12 feet; thence run S45°55'59"E a distance of 19.80 feet; thence run N89"04'01"E a distance of 123.72 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°42'43"; thence Southeasterly
39.58 feet along the arc of said curve to a to the end of said curve; thence run S00°13'16"E a distance of
591.81 feet; thence run S89°46'43"W a distance of 300.00 feet; thence run S00°13'16"E a distance of
307.91 feet; thence run N89"31'0l"E a distance of 300.00 feet; thence run S00"l3'16"E a distance of 35.13 feet; thence run S44°38'57"W a distance of 42.33 feet; thence run S89"31'09"W a distance of 1144.21 feet to a to the point of beginning. Containing: 17.253 acres, more or less.

LESS TRACT J
COMMENCE at POINT "A" thence run N26°33'37"E 68.78 to the POINT OF BEGINNING; thence run S87"27'26"E a distance of 78.23 feet; thence run N85"13'28"E a distance of 98.30 feet; thence run N51"58'26"E a distance of 112.38 feet; thence run N09°40'57"E a distance of 50.21 feet; thence run N06°39'27"W a distance of 97.42 feet; thence run N20"25'56"E a distance of 94.35 feet; thence run N04"24'36"E a distance of 21.51 feet; thence run N09°10'29"W a distance of 68.44 feet; thence run N69°54'14"W a distance of 13.66 feet; thence run S61"51'35"W distance of 21.83 feet; thence run N75"59'08"W a distance of 32.90 feet; thence run N70°02'29"W a distance of 42.16 feet; thence run N74°09'03"W a distance of 44.69 feet; thence run N49°45'35"W a distance of 30.97 feet; thence run N42"50'57"W a distance of 52.71 feet; thence run N30"36'25"W a distance of 31.59 feet; thence run Nl0"49'52"W a distance of 33.54 feet; thence run N27°30'44"W a distance of 30.25 feet; thence run N47"24'18"W a distance of 55.06 feet; thence run N43°58'36"W a distance of 5.37 feet; thence run N76°58'43"W a distance of 15.12 feet; thence run S14°21'17"W a distance of 19.70 feet; thence run N75"38'43"W a distance of 20.00 feet; thence run N14°21'17"E a distance of 19.80 feet; thence run
S59°33'22"W a distance of 8.15 feet; thence run S38°51'53"W a distance of 36.44 feet; thence run S26°30'45"W a distance of 36.92 feet; thence run Sl8°44'26"W a distance of 36.62 feet; thence run N71°28'20"W a distance of 5.00 feet; thence run S26°30'44"W a distance of 4.98 feet; thence run Sl6°23'43"W a distance of 36.70 feet; thence run S15°22'06"E a distance of 51.36 feet; thence run S20°56'45"E a distance of 84.95 feet; thence run S03°29'46"E a distance of 88.44 feet; thence run S23°05'46"E a distance of 35.89 feet; thence run N89"31'09"E a distance of 11.28 feet; thence run S00°28'51"E a distance of 61.07 feet; thence run S57°58'07"E a distance of 9.30 feet; thence run S00°28'51"E a distance of 145.95 feet; thence run S50°53'57"E a distance of 34.08 feet to a to the Point of Beginning. Containing: 3.673 acres, more or less.

AND LESS TRACT F
COMMENCE at POINT "B" thence run N25°02'01"W 25.29 feet to the POINT OF BEGINNING; thence run N37°57'28"W a distance of 27.04 feet; thence run N15°12'36"E a distance of 21.03 feet; thence run N36°23'35"E a distance of 21.38 feet; thence run N53°10'26"E a distance of 23.74 feet; thence run N02°15'08"W a distance of 16.86 feet; thence run N60"49'02"W a distance of 33.84 feet; thence run N36°26'41"W a distance of 22.81 feet; thence run N75°18'30"W a distance of 99.47 feet; thence run S64"09'07"W a distance of 66.27 feet; thence run S09"12'03"W a distance of 84.05 feet; thence run S37°41'20"W a distance of 49.67 feet; thence run Sll 031'01"W a distance of 79.46 feet; thence run S02°41'20"W a distance of 87.72 feet; thence run S52°42'35"W a distance of 18.68 feet; thence run S00"29'37"W a distance of 21.28 feet; thence run S03"16'44"E a distance of 41.73 feet; thence run S28°32'36"E a distance of 33.84 feet; thence run S82°38'15"E a distance of 34.18 feet; thence run S82°31'21"E a distance of 36.54 feet; thence run N89°31'09"E a distance of 190.49 feet; thence run N00°42'27"E a distance of 5.06 feet; thence run N89"31'09"E a distance of 46.84 feet; thence run N14°05'01"E a distance of 18.71 feet; thence run N37°34'15"W a distance of 66.19 feet; thence run N32°01'44"W a distance of 15.38 feet; thence run N20°46'13"W a distance of 61.86 feet; thence run N14"23'22"W a distance of 50.34 feet; thence run N00°40'41"E a distance of 39.56 feet; thence run N10"30'59"W a distance of 26.48 feet; thence run N03°05'28"W a distance of 38.30 feet to a to the Point of Beginning. Containing: 2.226 acres, more or less.

AND LESS TRACT E
COMMENCE at POINT "C" thence run N02°14'37"W 34.54 to the POINT OF BEGINNING; thence run N37°57'28"W a distance of 27.04 feet; thence run N58°15'19"W a distance of 32.27 feet; thence run N79°18'36"E a distance of 29.47 feet; thence run N37°57'28"W a distance of 14.00 feet; thence run N47°45'29"E a distance of 14.45 feet; thence run S79"18'36"W a distance of 44.33 feet; thence run N37°57'28"W a distance of 12.10 feet; thence run N48°25'10"E a distance of 41.09 feet; thence run N89"04'01"E a distance of 29.98 feet; thence run N47°45'29"E a distance of 10.09 feet; thence run N00°55'59"W a distance of 34.43 feet; thence run N25°22'02"E a distance of 64.68 feet; thence run N76°13'47"E a distance of 55.83 feet; thence run S71"06'00"E a distance of 50.47 feet; thence run N22°10'24"E a distance of 60.69 feet; thence run N00°55'59"W a distance of 77.83 feet; thence run N80°26'14"E a distance of 44.35 feet; thence run S80"01'54"E a distance of 52.98 feet; thence run N86"32'09"E a distance of 81.20 feet; thence run S46"20'43"E a distance of 31.82 feet; thence run S08°21'34"W a distance of 57.15 feet; thence run S38°39'07"E a distance of 23.41 feet; thence run Sll 019'34"W a distance of 6.53 feet; thence run S38°39'07"E a distance of 10.30 feet; thence run S66°45'20"E a distance of 21.26 feet; thence run S47°44'02"E a distance of 122.16 feet; thence run S12°03'48"W a distance of 107.02 feet; thence run Sl8°55'08"W a distance of 101.25 feet; thence run S82°25'05"W a distance of 92.32 feet; thence run N23°58'58"W a distance of 83.76 feet; thence run N78°43'20"W a distance of 92.79 feet; thence run N52°13'45"W a distance of 43.34 feet; thence run S75°13'10"W a distance of 45.53 feet; thence run S53"22'51"W a distance of 67.49 feet; thence run N76"09'28"W a distance of 74.27 feet to a to the Point of Beginning. Containing: 2.899 acres, more or less.

IN AGGREGATE: 8.455 acres more or less.
Roadway and Water Utility Improvements: Roadway improvements including paving, curb, gutter, storm piping, and sidewalks (collectively, "Roadway lmprovements")and all potable water and reclaimed water facilities from the points of delivery or connection, including the potable water system, fire protection lines and hydrants, publicly owned reclaim water mains and lines, publicly owned pipes, and related equipment (collectively, "Water Utility Improvements"), all constructed in and for the development of Trinity Gardens Phase 1, located in public right-of-ways to be known as Greenborough Street, Hopefields Street, Fairfields Street, Bee Valley Street, Birdswill Street, Gracebloom Street, as described in the following legal description:

That part of Section 14, Township 17 South, Range 30 East, Volusia County, Florida being more particularly described as follows:

COMMENCE at the Southwest corner of the Southeast 1/4 of Section 14, Township 17 South, Range 30 East Volusia County, Florida, thence N89"31'09E 636.35 feet along the South boundary of the Southeast 1/4 of said Section 14 to the POINT OF BEGINNING, said point being on the West right of way line of Farfields Street, said point is the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence along the right of way lines of Farfields Street, Greenborough Street, Hopefields Street, Gracebloom Street, Birdswill Street and Beevalley Street the following courses and distances Northeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 109.24 feet to the beginning of a tangent curve concave Easterly and having a radius of 200.00 feet and a central angle of 18"19'46"; thence Northerly 63.98 feet along the arc of said curve to the end of said curve and the beginning of a reverse curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 108°19'46"; thence Northwesterly
47.27 feet along the arc of said curve to a to the end of said curve; thence run S89"31'09"W a distance of
319.42 feet; thence run N00°28'51"W a distance of 86.00 feet; thence run N89°31'09"E a distance of
158.96 feet to the beginning of a tangent curve concave Southerly and having a radius of 75.00 feet and a central angle of 33°25'29"; thence Southeasterly43.75 feet along the arc of said curve to the end of said curve; thence run S57"03'22"E a distance of 20.32 feet to the beginning of a tangent curve concave Northerly and having a radius of 75.00 feet and a central angle of 33°25'29"; thence Southeasterly43.75 feet along the arc of said curve to the end of said curve; thence run N89"31'09"E a distance of 100.86 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 67°57'08"'; thence Northeasterly 29.65 feet along the arc of said curve to the end of said curve; thence run N21°34'0l"E a distance of 231.93 feet to the beginning of a tangent curve concave Westerly and having a radius of 200.00 feet and a central angle of 22°30'00"; thence Northerly 78.54 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 173.67 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 89°56'02"; thence Northwesterly39.24 feet along the arc of said curve to the end of said curve; thence run S89"07'59"W a distance of 666.47 feet; thence run N00°52'0l"W a distance of SO.DO feet to the beginning of a non-tangent curve concave Northwesterly and having a radius of 25.00 feet; thence from a tangent Bearing of N89"07'59"E run Northeasterly 39.47 feet through a central angle of 90°27'00" to the end of said curve; thence run N89°34'59"E a distance of SO.OD feet to the beginning of a non-tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 89°33'00"; thence Southeasterly 39.07 feet along the arc of said curve to the end of said curve; thence run N89°07'59"E a distance of 150.00 feet to the beginning of a tangent curve concave Northwesterly and having a radius of
25.00 feet and a central angle of 90°27'00"; thence Northeasterly39.47 feet along the arc of said curve to the end of said curve; thence run N89"34'59"E a distance of SO.OD feet to the beginning of a non-tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 89°33'00"; thence from a tangent bearing of S01°19'01"E run Southeasterly 39.07 feet along the arc of said curve to the end of said curve; thence run N89°07'59"E a distance of 316.34 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°03'58"; thence Northeasterly 39.30 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 707.36 feet to Point "A" said point being the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Northwesterly
39.27 feet along the arc of said curve to the end of said curve; thence run S89"04'01"W a distance of
106.37 feet to the beginning of a tangent curve concave Southerly and having a radius of 100.00 feet and a central angle of 10°44'13"; thence Westerly 18.74 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 50.60 feet to the beginning of a non-tangent curve concave Southerly and having a radius of 150.00 feet and a central angle of 07°08'05"'; thence from a tangent bearing of N81°55'56"E run Easterly 18.68 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 370.37 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Northeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 95.00 feet; thence run N89°04'01"E a distance of 86.00 feet; thence run S00°55'59"E a distance of 566.34 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N89°04'0l"E a distance of 111.22 feet to the beginning of a tangent curve concave Southerly and having a radius of 250.00 feet and a central angle of 24°10'39"; thence Southeasterly 105.49 feet along the arc of said curve to the end of said curve; thence run S66°45'20"E a distance of 144.57 feet to the beginning of a tangent curve concave Northerly and having a radius of 500.00 feet and a central angle of 24°10'39"; thence run Easterly 210.99 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 156.29 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 89°17'17"; thence run Northeasterly38.96 feet along the arc of said curve to the end of said curve; thence run S00°13'16"E a distance of 117.00 feet to the beginning of a non-tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°42'43"; thence from a tangent bearing of N00°13'16"W run Northwesterly39.58 feet along the arc of said curve to the end of said curve; thence run S89°04'0l"W a distance of 123.72 feet; thence run N45°55'59"W a distance of 19.80 feet; thence run S89°04'01"W a distance of 17.12 feet to the beginning of a tangent curve concave Northerly and having a radius of 553.00 feet and a central angle of 24°10'39"; thence Westerly 233.35 feet along the arc of said curve to the end of said curve; thence run N66°45'20"W a distance of 144.57 feet to the beginning of a tangent curve concave Southerly and having a radius of
197.00 feet and a central angle of 24°10'39"; thence Westerly 83.13 feet along the arc of said curve to the end of said curve; thence run S89°04'Dl"W a distance of 411.22 feet to the beginning of a tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run S00°55'59"E a distance of 506.69 feet to the beginning of a tangent curve concave Westerly and having a radius of
250.00 feet and a central angle of 22°30'00"; thence Southerly 98.17 feet along the arc of said curve to the end of said curve; thence run S21°34'01"W a distance of 202.22 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 112°02'52"; thence run Southeasterly 48.89 feet along the arc of said curve to the end of said curve; thence run N89°31'09"E a distance of 589.69 feet to the beginning of a tangent curve concave Northwesterly and having a radius of
25.00 feet and a central angle of 90°00'00"; thence run Northeasterly39.27 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 5.59 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 65°50'08"; thence Northwesterly 28.73 feet along the arc of said curve to the end of said curve and the beginning of a reverse curve concave Northeasterly and having a radius of 100.00 feet and a central angle of 39°05'42"; thence Northwesterly 68.23 feet along the arc of said curve to the end of said curve; thence run N27°13'17"W a distance of 15.53 feet to the beginning of a tangent curve concave Easterly and having a radius of 250.00 feet and a central angle of 26°44'26"; thence Northwesterly 116.68 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 55.77 feet to the beginning of a tangent curve concave Southerly and having a radius of 70.00 feet and a central angle of 169°45'12"; thence Easterly 207.39 feet along the arc of said curve to the end of said curve and the beginning of a compound curve concave Westerly and having a radius of SOD.DO feet and a central angle of 10°14'48"; thence Southerly 89.42 feet along the arc of said curve to the end of said curve and Point "B"; thence run S00°28'51"E a distance of 144.28 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N89°31'09"E a distance of 52.78 feet; thence run S00°28'5l"E a distance of 86.00 feet; thence run S89°31'09"W a distance of 782.98 feet to the beginning
of a tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 67°57'08"; thence run Southerly 29.65 feet along the arc of said curve to the end of said curve; thence run 521°34'01"W a distance of 14.93 feet to the beginning of a tangent curve concave Easterly and having a radius of 150.00 feet and a central angle of 22°02'52"; thence Southerly 57.72 feet along the arc of said curve to the end of said curve; thence run S00°28'51"E a distance of 109.24 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run S89°31'09"W a distance of 100.00 feet to a to the Point of Beginning. Containing: 10.334 acres, more or less.

AND

BEGIN at the aforesaid Point "A" thence leaving said right of way line run N89°04'01"E a distance of SO.OD feet to a point on said right of way line and continue along said right of way line the following courses and distances; said point being the beginning of a non-tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Northeasterly39.27 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 200.00 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run S00°55'59"E a distance of 371.34 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 200.00 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Northwesterly39.27 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 371.34 feet to a to the Point of Beginning. Containing: 2.406 acres, more or less.

AND

COMMENCE at the aforesaid Point "B", thence leaving said right of way line run N89°31'09"E a distance of
36.00 feet to a to the POINT OF BEGINNING, said point being on said right of way line and continue along said right of way line the following courses and distances; thence run S00°28'51"E a distance of 109.88 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 10.00 feet and a central angle of 114°04'36"; thence Southwesterly19.91 feet along the arc of said curve to the end of said curve to the beginning of a compound curve concave Northeasterly and having a radius of 64.00 feet and a central angle of 39°02'45"; thence run Northwesterly43.61feet along the arc of said curve to a to the end of said curve; thence run N27°13'17"W a distance of 15.53 feet to the beginning of a tangent curve concave Easterly and having a radius of 214.00 feet and a central angle of 26°44'26"; thence Northerly
99.98 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of
55.77 feet to the beginning of a tangent curve concave Southerly and having a radius of 34.00 feet and a central angle of 169°45'12"; thence run Easterly 100.73 feet along the arc of said curve the end of said curve and the beginning of a compound curve concave Westerly and having a radius of 464.00 feet and a central angle of 10°14'48"; thence Southerly 82.98 feet along the arc of said curve to the end of said curve and the Point of Beginning. Containing: 0.321 acres, more or less.

IN AGGREGATE CONTAINING: 13.061 acres, more or less.

Description of Work Product to be Acquired:

Any and all site plans, construction and development drawings, plans and specifications, documents, surveys, engineering and soil reports and studies, licenses, permits, zoning approvals, entitlements, permits, drainage rights, bonds, and similar or equivalent private and governmental documents of every kind and character whatsoever pertaining or applicable to or in any way connected with the stormwater improvements, water improvements, of
the Kepler Road Community Development District for the portion of development known as Trinity Gardens Phase 1, Site Development Plan permit #PSB22-138.
AFFIDAVIT FOR DEED

STATE OF FLORIDA COUNTY OF ORANGE

I, Daniel Kaiser ("Affiant"), on being duly sworn, state:

I am a Vice President of LANDSEA HOMES OF FLORIDA LLC, a Delaware limited liability company (the "Company").

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

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

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

On behalf of the Company, I acknowledge this affidavit may be relied upon by the Kepler Road Community Development District (the "District") for the purpose of acquiring the Property and specifically consent to such reliance by the District.
Executed this _.B:Q_ day of	D...e c..e.	 . 2024.

AFFIANT

SWORN TO AND SUBSCRIBED before me by means of	physical presence or D online notarization, this	aa  day of	0o c.e..1111'--hl-::>C, 2024, by Daniel Kaiser, as Vice President of
Landsea Homes of Florida LLC, a Delaware limited·ability company, on beh U of the company.

[notary seal]
Name:'1?..eM-.e,12.  L	l'°"'--	
Personally Known--= ----------- OR Produced Identification 		_ Type of Identification 	_

Exhibit "A" Legal Description

Tract B of the preliminary plat known Trinity Gardens Phase 1 to be recorded in Official Records of Volusia County, Florida, more particularly described as follows:

That part of Section 14, Township 17 South, Range 30 East Volusia County, Florida being more particularly described as follows.

COMMENCE at the Southeast corner of the Northeast 1/4 of the Southeast 1/4 of Section 14, Township 17 South, Range 30 East Volusia County, Florida, thence run N88°58'45"E a distance of 40.85 feet; thence run S26°14'04"E a distance of 64.11 feet; thence run Sl0°50'33"E a distance of 55.88 feet; thence run S06°26'25"E a distance of 47.71 feet; thence run S66°45'20"E a distance of 117.85 feet; thence run N85°44'49"E a distance of 35.04 feet; thence run N20°26'08"E a distance of 76.35 feet; thence run N20°13'29"E a distance of 12.68 feet; thence run N00°09'57"E a distance of 27.97 feet; thence run N0l001'15"W a distance of 96.17 feet; thence run N88°58'45"E a distance of 334.29 feet to the beginning of a non-tangent curve concave Westerly and having a radius of 3900.00 feet and a central angle of 00°59'04"; thence from a Tangent bearing of 501°12'20"E run 67.02 feet along the arc of said curve to the end of said curve; thence run S00°13'16"E a distance of 184.25 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 89°17'17"; thence run Southwesterly 38.96 feet along the arc of said curve to the end of said curve; thence run 589°04'01"W a distance of 56.51 feet; thence run N00°55'59"W a distance of 120.00 feet; thence run 589°04'01"W a distance of 99.79 feet to the beginning of a tangent curve concave Northerly and having a radius of 380.00 feet and a central angle of 20°06'05"; thence Westerly 133.32 feet along the arc of said curve to the end of said curve; thence run 519°10'06"W a distance of 120.00 feet to the beginning of a non-tangent curve concave Northerly and having a radius of 500.00 feet and a central angle of 04°04'34"; thence Westerly
35.57 feet along the arc of said curve to the end of said curve; thence run N66°45'20"W a distance of 144.57 feet to the beginning of a tangent curve concave Southerly and having a radius of 250.00 feet and a central angle of 12°41'09"; thence Westerly 55.35 feet along the arc of said curve to the end of said curve; thence run Nl0°33'3l"E a distance of 120.00 feet to the beginning of a non-tangent curve concave Southerly and having a radius of 370.00 feet and a central angle of 11°29'30"; thence run Westerly 74.21 feet along the arc of said curve to the end of said curve; thence run 589°04'01"W a distance of 16.22 feet; thence run N00°55'59"W a distance of 400.00 feet; thence run S89°04'01"W a distance of 5.00 feet; thence run N00°55'59"W a distance of 50.00 feet; thence run 589°04'01"W a distance of 115.00 feet; thence run N00°55'59"W a distance of 21.34 feet; thence run 589°04'01"W a distance of 500.00 feet; thence run N00°55'59"W a distance of 563.93 feet; thence run 587°19'38"E a distance of 45.57 feet; thence run N84°44'09"E a distance of 38.51 feet; thence run 558°58'36"E a distance of 68.18 feet; thence run 533°04'39"E a distance of 44.12 feet; thence run 539°49'03"E a distance of 63.30 feet; thence run 572°23'07"E a distance of 52.80 feet; thence run 541°42'11"E a distance of 61.35 feet; thence run 527°05'59"E a distance of 67.71 feet; thence run S56°53'34"E a distance of 73.33 feet; thence run 547°07'27"E a distance of 82.44 feet; thence run 569°05'16"E a distance of 30.37 feet; thence run 541°32'02"E a distance of 33.23 feet; thence run 531°59'24"E a distance of 68.52 feet; thence run S38°24'04"E a distance of 71.69 feet; thence run S23°42'46"E a distance of 63.69 feet; thence run 544°37'16"E a distance of 28.02 feet; thence run 523°42'46"E a distance of 63.22 feet; thence run S00°56'16"E a distance of 25.83 feet; thence run 523°42'46"E a distance of 63.67 feet; thence run S00°56'16"E a distance of 286.48 feet to a to the Point of Beginning.

CONTAINING: 6.990 acres, more or less. TOGETHER WITH:
Tract D of the preliminary plat known Trinity Gardens Phase 1 to be recorded in Official Records of Volusia County, Florida, more particularly described as follows:

That part of Section 14, Township 17 South, Range 30 East Volusia County, Florida being more particularly described as follows:

COMMENCE at the Southwest corner of the Southeast 1/4 of Section 14, Township 17 South, Range 30 East Volusia County, Florida, thence N89°31'09"E 736.35 feet along the South boundary of the Southeast 1/4 of said Section 14 for the POINT OF BEGINNING, said point being the beginning of a non-tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence from a tangent bearing of S89°31'09"W run Northwesterly run 39.27 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 109.24 feet to the beginning of a tangent curve concave Easterly and having a radius of 150.00 feet and a central angle of 22°02'52"; thence run Northerly 57.72 feet along the arc of said curve to a to the end of said curve; thence run N21°34'01"E a distance of 14.93 feet to the beginning of a tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 63°18'22"; thence run Northeasterly 37.62 feet along the arc of said curve to a to the end of said curve; thence run S00°28'51"E a distance of 114.92 feet; thence run N89°31'09"E a distance of
780.00 feet; thence run N00°28'51"W a distance of 115.00 feet; thence run N89°31'09"E a distance of 5.00 feet; thence run N00°28'51"W a distance of 86.00 feet; thence run S89°31'09"W a distance of 52.78 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Northwesterly 39.27 feet along the arc of said curve to a to the end of said curve; thence run N00°28'51"W a distance of 2.50 feet; thence run N89°31'09"E a distance of 115.00 feet to POINT "A"(SEE LESS TRACT J); thence run N00°28'51"W a distance of 230.00 feet; thence run S89°31'09"W a distance of 7.84 feet; thence run N00°28'51"W a distance of 60.00 feet; thence run S89°31'09"W a distance of 115.00 feet; thence run S43°24'48"W a distance of 29.54 feet to the beginning of a non-tangent curve concave Southeasterly and having a radius of 70.00 feet and a central angle of 133°53'40"; thence from a tangent bearing of N46°35'11"W run Westerly 163.58 feet along the arc of said curve to a to the end of said curve and POINT "B"(SEE LESS TRACT F); thence run S00°28'51"E a distance of
55.77 feet to the beginning of a tangent curve concave Easterly and having a radius of 250.00 feet and a central angle of 26°44'26"; thence Southerly 116.68 feet along the arc of said curve to a to the end of said curve; thence run S27°13'17"E a distance of 15.53 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 100.00 feet and a central angle of 39°05'42"; thence Southeasterly
68.23 feet along the arc of said curve to a to the end of said curve and the beginning of a reverse curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 65°50'08"; thence run Southeasterly 28.73 feet along the arc of said curve to a to the end of said curve; thence run S00°28'51"E a distance of 5.59 feet to the beginning of a tangent curve concave Northwesterly and having a radius of
25.00 feet and a central angle of 90°00'00"; thence Southwesterly 39.27 feet along the arc of said curve to a to the end of said curve; thence run S89°31'09"W a distance of 360.00 feet; thence run N00°28'51"W a distance of 115.00 feet; thence run S89°31'09"W a distance of 180.00 feet; thence run S00°28'51"E a distance of 115.00 feet; thence run S89°31'09"W a distance of 49.69 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 112°02'52"; thence Northwesterly 48.89 feet along the arc of said curve to a to the end of said curve; thence run N21°34'01"E a distance of 97.46 feet; thence run N89°04'01"E a distance of 144.85 feet; thence run N00°55'59"W a distance of 60.00 feet; thence run N89°04'01"E a distance of 23.54 feet; thence run N00°55'59"W a distance of 60.00 feet; thence run N89°04'01"E a distance of 10.73 feet; thence run N00°55'59"W a distance of
170.00 feet; thence run S89°04'01"W a distance of 5.00 feet; thence run N00°55'59"W a distance of 50.00 feet to POINT "C"(SEE LESS TRACT E); thence run S89°04'01"W a distance of 115.00 feet; thence run N00°55'59"W a distance of 134.15 feet; thence run N89°04'01"E a distance of 115.00 feet; thence run N00°55'59"W a distance of 60.00 feet; thence run N89°04'01"E a distance of 5.00 feet; thence run N00°55'59"W a distance of 70.00 feet; thence run N89°04'01"E a distance of 120.00 feet; thence run N00°55'59"W a distance of 120.00 feet; thence run N89°04'01"E a distance of 196.23 feet to the beginning of a tangent curve concave Southerly and having a radius of 197.00 feet and a central angle of 24°10'39"; thence Easterly 83.13 feet along the arc of said curve to a to the end of said curve; thence run S66°45'20"E
a distance of 19.59 feet; thence run S23°14'40"W a distance of 115.00 feet; thence run S66°45'20"E a distance of 124.98 feet to the beginning of a tangent curve concave Northerly and having a radius of 668.00 feet and a central angle of 04°30'14"; thence Easterly 52.51 feet along the arc of said curve to a to the end of said curve; thence run Nl8°44'26"E a distance of 115.00 feet to the beginning of a non-tangent curve concave Northerly and having a radius of 553.00 feet and a central angle of 19°40'25"; thence from a tangent bearing of 571°15'34"E run Easterly 189.88 feet along the arc of said curve to a to the end of said curve; thence run N89°04'01"E a distance of 17.12 feet; thence run S45°55'59"E a distance of 19.80 feet; thence run N89°04'01"E a distance of 123.72 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°42'43"; thence Southeasterly
39.58 feet along the arc of said curve to a to the end of said curve; thence run S00°13'16"E a distance of
591.81 feet; thence run S89°46'43"W a distance of 300.00 feet; thence run S00°13'16"E a distance of 307.91 feet; thence run N89°31'01"E a distance of 300.00 feet; thence run S00°13'16"E a distance of 35.13 feet; thence run S44°38'57"W a distance of 42.33 feet; thence run S89°31'09"W a distance of 1144.21 feet to a to the point of beginning. Containing: 17.253 acres, more or less.

LESS TRACT J
COMMENCE at POINT "A" thence run N26°33'37"E 68.78 to the POINT OF BEGINNING; thence run S87°27'26"E a distance of 78.23 feet; thence run N85°13'28"E a distance of 98.30 feet; thence run N51°58'26"E a distance of 112.38 feet; thence run N09°40'57"E a distance of 50.21 feet; thence run N06°39'27"W a distance of 97.42 feet; thence run N20°25'56"E a distance of 94.35 feet; thence run N04°24'36"E a distance of 21.51 feet; thence run N09°10'29"W a distance of 68.44 feet; thence run N69°54'14"W a distance of 13.66 feet; thence run S6l051'35"W distance of 21.83 feet; thence run N75°59'08"W a distance of 32.90 feet; thence run N70°02'29"W a distance of 42.16 feet; thence run N74°09'03"W a distance of 44.69 feet; thence run N49°45'35"W a distance of 30.97 feet; thence run N42°50'57"W a distance of 52.71 feet; thence run N30°36'25"W a distance of 31.59 feet; thence run Nl0°49'52"W a distance of 33.54 feet; thence run N27°30'44"W a distance of 30.25 feet; thence run N47°24'18"W a distance of 55.06 feet; thence run N43°58'36"W a distance of 5.37 feet; thence run N76°58'43"W a distance of 15.12 feet; thence run S14°21'17"W a distance of 19.70 feet; thence run N75°38'43"W a distance of 20.00 feet; thence run N14°21'17"E a distance of 19.80 feet; thence run S59°33'22"W a distance of 8.15 feet; thence run S38°51'53"W a distance of 36.44 feet; thence run S26°30'45"W a distance of 36.92 feet; thence run Sl8°44'26"W a distance of 36.62 feet; thence run N71°28'20"W a distance of 5.00 feet; thence run S26°30'44"W a distance of 4.98 feet; thence run Sl6°23'43"W a distance of 36.70 feet; thence run S15°22'06"E a distance of 51.36 feet; thence run S20°56'45"E a distance of 84.95 feet; thence run S03°29'46"E a distance of 88.44 feet; thence run S23°05'46"E a distance of 35.89 feet; thence run N89°31'09"E a distance of 11.28 feet; thence run S00°28'51"E a distance of 61.07 feet; thence run S57°58'07"E a distance of 9.30 feet; thence run S00°28'51"E a distance of 145.95 feet; thence run S50°53'57"E a distance of 34.08 feet to a to the Point of Beginning. Containing: 3.673 acres, more or less.

AND LESS TRACT F
COMMENCE at POINT "B" thence run N25°02'01"W 25.29 feet to the POINT OF BEGINNING; thence run N37°57'28"W a distance of 27.04 feet; thence run N15°12'36"E a distance of 21.03 feet; thence run N36°23'35"E a distance of 21.38 feet; thence run N53°10'26"E a distance of 23.74 feet; thence run N02°15'08"W a distance of 16.86 feet; thence run N60°49'02"W a distance of 33.84 feet; thence run N36°26'4l"W a distance of 22.81 feet; thence run N75°18'30"W a distance of 99.47 feet; thence run S64°09'07"W a distance of 66.27 feet; thence run S09°12'03"W a distance of 84.05 feet; thence run S37°41'20"W a distance of 49.67 feet; thence run S11°31'01"W a distance of 79.46 feet; thence run S02°41'20"W a distance of 87.72 feet; thence run S52°42'35"W a distance of 18.68 feet; thence run S00°29'37"W a distance of 21.28 feet; thence run S03°16'44"E a distance of 41.73 feet; thence run S28°32'36"E a distance of 33.84 feet; thence run S82°38'15"E a distance of 34.18 feet; thence run S82°31'21"E a distance of 36.54 feet; thence run N89°31'09"E a distance of 190.49 feet; thence run N00°42'27"E a distance of 5.06 feet; thence run N89°31'09"E a distance of 46.84 feet; thence run N14°05'01"E a distance of 18.71 feet; thence run N37°34'15"W a distance of 66.19 feet; thence run
N32°01'44"W a distance of 15.38 feet; thence run N20°46'13"W a distance of 61.86 feet; thence run N14°23'22"W a distance of 50.34 feet; thence run N00°40'41"E a distance of 39.56 feet; thence run Nl0°30'59"W a distance of 26.48 feet; thence run N03°05'28"W a distance of 38.30 feet to a to the Point of Beginning. Containing: 2.226 acres, more or less.

AND LESS TRACT E
COMMENCE at POINT "C" thence run N02°14'37"W 34.54 to the POINT OF BEGINNING; thence run N37°57'28"W a distance of 27.04 feet; thence run N58°15'19"W a distance of 32.27 feet; thence run N79°18'36"E a distance of 29.47 feet; thence run N37°57'28"W a distance of 14.00 feet; thence run N47°45'29"E a distance of 14.45 feet; thence run S79°18'36"W a distance of 44.33 feet; thence run N37°57'28"W a distance of 12.10 feet; thence run N48°25'10"E a distance of 41.09 feet; thence run N89°04'01"E a distance of 29.98 feet; thence run N47°45'29"E a distance of 10.09 feet; thence run N00°55'59"W a distance of 34.43 feet; thence run N25°22'02"E a distance of 64.68 feet; thence run N76°13'47"E a distance of 55.83 feet; thence run S71°06'00"E a distance of 50.47 feet; thence run N22°10'24"E a distance of 60.69 feet; thence run N00°55'59"W a distance of 77.83 feet; thence run N80°26'14"E a distance of 44.35 feet; thence run S80°01'54"E a distance of 52.98 feet; thence run N86°32'09"E a distance of 81.20 feet; thence run S46°20'43"E a distance of 31.82 feet; thence run S08°21'34"W a distance of 57.15 feet; thence run S38°39'07"E a distance of 23.41 feet; thence run Sll019'34"W a distance of 6.53 feet; thence run S38°39'07"E a distance of 10.30 feet; thence run S66°45'20"E a distance of 21.26 feet; thence run S47°44'02"E a distance of 122.16 feet; thence run S12°03'48"W a distance of 107.02 feet; thence run Sl8°55'08"W a distance of 101.25 feet; thence run S82°25'05"W a distance of 92.32 feet; thence run N23°58'58"W a distance of 83.76 feet; thence run N78°43'20"W a distance of 92.79 feet; thence run N52°13'45"W a distance of 43.34 feet; thence run S75°13'10"W a distance of 45.53 feet; thence run S53°22'51"W a distance of 67.49 feet; thence run N76°09'28"W a distance of 74.27 feet to a to the Point of Beginning. Containing: 2.899 acres, more or less.

IN AGGREGATE: 8.455 acres more or less.

Trinity Gardens Phase 1 public right-of-ways to be known as Greenborough Street, Hopefields Street, Fairfields Street, Bee Valley Street, Birdswill Street, Gracebloom Street, as described in the following legal description:

That part of Section 14, Township 17 South, Range 30 East, Volusia County, Florida being more particularly described as follows:

COMMENCE at the Southwest corner of the Southeast 1/4 of Section 14, Township 17 South, Range 30 East Volusia County, Florida, thence N89°31'09E 636.35 feet along the South boundary of the Southeast 1/4 of said Section 14 to the POINT OF BEGINNING, said point being on the West right of way line of Farfields Street, said point is the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence along the right of way lines of Farfields Street, Greenborough Street, Hopefields Street, Gracebloom Street, Birdswill Street and Beevalley Street the following courses and distances Northeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 109.24 feet to the beginning of a tangent curve concave Easterly and having a radius of 200.00 feet and a central angle of 18°19'46"; thence Northerly 63.98 feet along the arc of said curve to the end of said curve and the beginning of a reverse curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 108°19'46"; thence Northwesterly 47.27 feet along the arc of said curve to a to the end of said curve; thence run S89°31'09"W a distance of 319.42 feet; thence run N00°28'51"W a distance of 86.00 feet; thence run N89°31'09"E a distance of 158.96 feet to the beginning of a tangent curve concave Southerly and having a radius of 75.00 feet and a central angle of 33°25'29"; thence Southeasterly 43.75 feet along the arc of said curve to the end of said curve; thence run S57°03'22"E a distance of 20.32 feet to the beginning of a tangent curve concave Northerly and having a radius of 75.00 feet and a central angle of 33°25'29"; thence Southeasterly 43.75 feet along the arc of said curve to the end of said curve; thence run N89°31'09"E a distance of 100.86 feet to the beginning of a tangent curve concave Northwesterly and havihg a radius of 25.00 feet and a central angle of 67°57'08"; thence Northeasterly
29.65 feet along the arc of said curve to the end of said curve; thence run N21°34'01"E a distance of 231.93 feet to the beginning of a tangent curve concave Westerly and having a radius of 200.00 feet and a central angle of 22°30'00"; thence Northerly 78.54 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 173.67 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 89°56'02"; thence Northwesterly 39.24 feet along the arc of said curve to the end of said curve; thence run S89°07'59"W a distance of 666.47 feet; thence run N00°52'01"W a distance of 50.00 feet to the beginning of a non-tangent curve concave Northwesterly and having a radius of 25.00 feet; thence from a tangent Bearing of N89°07'59"E run Northeasterly 39.47 feet through a central angle of 90°27'00" to the end of said curve; thence run N89°34'59"E a distance of 50.00 feet to the beginning of a non-tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 89°33'00"; thence Southeasterly 39.07 feet along the arc of said curve to the end of said curve; thence run N89°07'59"E a distance of 150.00 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°27'00"; thence Northeasterly
39.47 feet along the arc of said curve to the end of said curve; thence run N89°34'59"E a distance of 50.00 feet to the beginning of a non-tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 89°33'00"; thence from a tangent bearing of S01°19'01"E run Southeasterly 39.07 feet along the arc of said curve to the end of said curve; thence run N89°07'59"E a distance of 316.34 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°03'58"; thence Northeasterly 39.30 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 707.36 feet to Point "A" said point being the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Northwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 106.37 feet to the beginning of a tangent curve concave Southerly and having a radius of 100.00 feet and a central angle of 10°44'13"; thence Westerly 18.74 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 50.60 feet to the beginning of a non-tangent curve concave Southerly and having a radius of 150.00 feet and a central angle of 07°08'05"; thence from a tangent bearing of N81°55'56"E run Easterly 18.68 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 370.37 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Northeasterly
39.27 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 95.00 feet; thence run N89°04'01"E a distance of 86.00 feet; thence run S00°55'59"E a distance of 566.34 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 111.22 feet to the beginning of a tangent curve concave Southerly and having a radius of 250.00 feet and a central angle of 24°10'39"; thence Southeasterly 105.49 feet along the arc of said curve to the end of said curve; thence run S66°45'20"E a distance of 144.57 feet to the beginning of a tangent curve concave Northerly and having a radius of 500.00 feet and a central angle of 24°10'39"; thence run Easterly 210.99 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 156.29 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 89°17'17"; thence run Northeasterly 38.96 feet along the arc of said curve to the end of said curve; thence run S00°13'16"E a distance of 117.00 feet to the beginning of a non-tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°42'43"; thence from a tangent bearing of N00°13'16"W run Northwesterly 39.58 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 123.72 feet; thence run N45°55'59"W a distance of 19.80 feet; thence run S89°04'01"W a distance of 17.12 feet to the beginning of a tangent curve concave Northerly and having a radius of 553.00 feet and a central angle of 24°10'39"; thence Westerly 233.35 feet along the arc of said curve to the end of said curve; thence run N66°45'20"W a distance of 144.57 feet to the beginning of a tangent curve concave Southerly and having a radius of
197.00 feet and a central angle of 24°10'39"; thence Westerly 83.13 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 411.22 feet to the beginning of a tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run S00°55'59"E a distance of 506.69 feet to the beginning of a tangent curve concave Westerly and having a radius of 250.00
feet and a central angle of 22°30'00"; thence Southerly 98.17 feet along the arc of said curve to the end of said curve; thence run S21°34'01"W a distance of 202.22 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 112°02'52"; thence run Southeasterly
48.89 feet along the arc of said curve to the end of said curve; thence run N89°31'09"E a distance of 589.69 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Northeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 5.59 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 65°50'08"; thence Northwesterly
28.73 feet along the arc of said curve to the end of said curve and the beginning of a reverse curve concave Northeasterly and having a radius of 100.00 feet and a central angle of 39°05'42"; thence Northwesterly
68.23 feet along the arc of said curve to the end of said curve; thence run N27°13'17"W a distance of 15.53 feet to the beginning of a tangent curve concave Easterly and having a radius of 250.00 feet and a central angle of 26°44'26"; thence Northwesterly 116.68 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 55.77 feet to the beginning of a tangent curve concave Southerly and having a radius of 70.00 feet and a central angle of 169°45'12"; thence Easterly 207.39 feet along the arc of said curve to the end of said curve and the beginning of a compound curve concave Westerly and having a radius of 500.00 feet and a central angle of 10°14'48"; thence Southerly 89.42 feet along the arc of said curve to the end of said curve and Point "B"; thence run S00°28'51"E a distance of 144.28 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N89°31'09"E a distance of 52.78 feet; thence run S00°28'51"E a distance of 86.00 feet; thence run S89°31'09"W a distance of 782.98 feet to the beginning of a tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 67°57'08"'; thence run Southerly 29.65 feet along the arc of said curve to the end of said curve; thence run S21°34'01"W a distance of 14.93 feet to the beginning of a tangent curve concave Easterly and having a radius of 150.00 feet and a central angle of 22°02'52"; thence Southerly 57.72 feet along the arc of said curve to the end of said curve; thence run S00°28'51"E a distance of 109.24 feet to the beginning of a tangent curve concave Northeasterly and having a radius of
25.00 feet and a central angle of 90°00'00"; thence Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run S89°31'09"W a distance of 100.00 feet to a to the Point of Beginning. Containing: 10.334 acres, more or less.

AND

BEGIN at the aforesaid Point "A" thence leaving said right of way line run N89°04'01"E a distance of 50.00 feet to a point on said right of way line and continue along said right of way line the following courses and distances; said point being the beginning of a non-tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Northeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 200.00 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run S00°55'59"E a distance of 371.34 feet to the beginning of a tangent curve concave Northwesterly and having a radius of
25.00 feet and a central angle of 90°00'00"; thence Southwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 200.00 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Northwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 371.34 feet to a to the Point of Beginning. Containing: 2.406 acres, more or less.

AND

COMMENCE at the aforesaid Point "B", thence leaving said right of way line run N89°31'09"E a distance of
36.00 feet to a to the POINT OF BEGINNING, said point being on said right of way line and continue along said right of way line the following courses and distances; thence run S00°28'51"E a distance of 109.88 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 10.00 feet and a central
angle of 114°04'36"; thence Southwesterly 19.91 feet along the arc of said curve to the end of said curve to the beginning of a compound curve concave Northeasterly and having a radius of 64.00 feet and a central angle of 39°02'45"; thence run Northwesterly 43.61feet along the arc of said curve to a to the end of said curve; thence run N27°13'17"W a distance of 15.53 feet to the beginning of a tangent curve concave Easterly and having a radius of 214.00 feet and a central angle of 26°44'26"; thence Northerly 99.98 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 55.77 feet to the beginning of a tangent curve concave Southerly and having a radius of 34.00 feet and a central angle of 169°45'12"; thence run Easterly 100.73 feet along the arc of said curve the end of said curve and the beginning of a compound curve concave Westerly and having a radius of 464.00 feet and a central angle of 10°14'48"; thence Southerly 82.98 feet along the arc of said curve to the end of said curve and the Point of Beginning. Containing: 0.321 acres, more or less.

IN AGGREGATE CONTAINING: 13.061 acres, more or less.
PREPARED BY AND RETURN TO:
Elesa Sowell, Esq.
Shutts & Bowen LLP
300 S. Orange Avenue, Suite 1600
Orlando, Florida 32801

SPECIAL WARRANTY DEED
THIS  SPECIAL  WARRANTY  DEED  is  executed  as  of  this  '2,c;,  day  of
 '-<  \.....	2024, by LANDSEA HOMES OF FLORIDA LLC, a Delaware limited liability company, whose address is 2420 S. Lakemont Avenue, Suite 450, Orlando, Florida 32814, (hereinafter called the "grantor"), in favor of CITY OF DELAND, FLORIDA, a political subdivision of the State of Florida, with a mailing address of 120 S. Florida Avenue, DeLand, Florida 32720 (hereinafter called the "grantee").
[Wherever used herein, the terms "grantor" and "grantee" shall include the singular and plural, heirs, legal representatives, successors and assigns of individuals, and the successors and assigns of corporations, as the context requires.]

W I T N E S S E T H:

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

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

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

AND the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; and hereby warrants the title to said land and will defend the same against the lawful claims of all persons or entities whomsoever claiming by, through or under grantor, but against none other.

Grantor represents that grantor has complied with the requirements of Section 196.295,
Florida Statutes.
IN WITNESS WHEREOF, the grantor has hereunto set its hand and seal the day and year first above written.

"GRANTOR"

Signed, sealed and delivered	LANDSEA HOMES OF FLORIDA LLC,
a Delaware limited liability company

Print Name L; \\o..,, .,_ Address:	2}--n,,o 	s. Lo,1-o.."'--0.._.f--4¼- 4tro
Ocl  0,.'---0-? ,c EL , '17,, '9 I Lj

Print Name:	 AL-\. \'.'.::US:SE L-L
Address: 24-Z.O S'.  l.Alt-E.. fV\ONT  ..Avr=
0{?.LA.NDu , FL. "l.	l4 	

STATE OF FLORIDA COUNTY OF C9r e-

The foregoing instrument was acknowledged before me by means of O physical presence or D online notarization this	Ro	day of	Vec.estl"-\;,..e-2C02,4 by Do..\\,4-\ t:'.1ep,eg_ as v£	of Landsea Homes of Florida LLC, a Delaware limited liability company,
who llll)is personally known to me or D produ '-J--	

NOTARY PUBLIC, STATE OF FLORIDA
:B ...   L Cu le,	 (Print, Type or Stamp Commissioned Name of Notary Public)
Exhibit A Legal Description

[NOTE - BELOW MAY BE UPDATED WITH PLAT TRACT REFERE CE WHEN FINAL LAT APPROVED AND RECORDED]

Trinity Gardens Phase 1, public right-of-ways to be known as Greenborough Street, Hopefields Street, Fairfields Street, Bee Valley Street, Birdswill Street, Gracebloom Street, as described in the following legal description:

That part of Section 14, Township 17 South, Range 30 East, Volusia County, Florida being more particularly described as follows:

COMMENCE at the Southwest corner of the Southeast 1/4 of Section 14, Township 17 South, Range 30 East Volusia County, Florida, thence N89°31'09E 636.35 feet along the South boundary of the Southeast 1/4 of said Section 14 to the POINT OF BEGINNING, said point being on the West right of way line of Farfields Street, said point is the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence along the right of way lines of Farfields Street, Greenborough Street, Hopefields Street, Gracebloom Street, Birdswill Street and Beevalley Street the following courses and distances Northeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 109.24 feet to the beginning of a tangent curve concave Easterly and having a radius of 200.00 feet and a central angle of 18°19'46"; thence Northerly 63.98 feet along the arc of said curve to the end of said curve and the beginning of a reverse curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 108°19'46"; thence Northwesterly
47.27 feet along the arc of said curve to a to the end of said curve; thence run S89°31'09"W a distance of 319.42 feet; thence run N00°28'51"W a distance of 86.00 feet; thence run N89°31'09"E a distance of 158.96 feet to the beginning of a tangent curve concave Southerly and having a radius of 75.00 feet and a central angle of 33°25'29"; thence Southeasterly 43.75 feet along the arc of said curve to the end of said curve; thence run S57°03'22"E a distance of 20.32 feet to the beginning of a tangent curve concave Northerly and having a radius of 75.00 feet and a central angle of 33°25'29"; thence Southeasterly 43.75 feet along the arc of said curve to the end of said curve; thence run N89°31'09"E a distance of 100.86 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 67°57'08"'; thence Northeasterly 29.65 feet along the arc of said curve to the end of said curve; thence run N21°34'01"Ea distance of 231.93 feet to the beginning of a tangent curve concave Westerly and having a radius of 200.00 feet and a central angle of 22°30'00"; thence Northerly 78.54 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 173.67 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 89°56'02"; thence Northwesterly 39.24 feet along the arc of said curve to the end of said curve; thence run S89°07'59"W a distance of 666.47 feet; thence run N00°52'01"W a distance of SO.OD feet to the beginning of a non­ tangent curve concave Northwesterly and having a radius of 25.00 feet; thence from a tangent Bearing of N89°07'59"E run Northeasterly 39.47 feet through a central angle of 90°27'00" to the end of said curve; thence run N89°34'59"E a distance of 50.00 feet to the beginning of a non-tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 89°33'00"; thence Southeasterly 39.07 feet along the arc of said curve to the end of said curve; thence run N89°07'59"E a distance of 150.00 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°27'00"; thence Northeasterly 39.47 feet along the arc of said curve to the end of said curve; thence run N89°34'59"Ea distance of SO.DO feet to the beginning of a non-tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 89°33'00"; thence from a tangent bearing of 501°19'01"E run Southeasterly 39.07 feet along the arc of said curve to the end of said curve; thence run N89°07'59"E a distance of 316.34 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°03'58"; thence Northeasterly 39.30 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 707.36 feet to Point "A" said point being the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Northwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 106.37 feet to the beginning of a tangent curve concave Southerly and having a radius of 100.00 feet and a central angle of 10°44'13"; thence Westerly 18.74 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 50.60 feet to the beginning of a non-tangent curve
concave Southerly and having a radius of 150.00 feet and a central angle of 07°08'05"'; thence from a tangent bearing of N81°55'56"E run Easterly 18.68 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 370.37 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Northeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 95.00 feet; thence run N89°04'01"E a distance of 86.00 feet; thence run S00°55'59"E a distance of 566.34 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 111.22 feet to the beginning of a tangent curve concave Southerly and having a radius of 250.00 feet and a central angle of 24°10'39"; thence Southeasterly
105.49 feet along the arc of said curve to the end of said curve; thence run S66°45'20"E a distance of 144.57 feet to the beginning of a tangent curve concave Northerly and having a radius of 500.00 feet and a central angle of 24°10'39"; thence run Easterly 210.99 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 156.29 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 89°17'17"; thence run Northeasterly 38.96 feet along the arc of said curve to the end of said curve; thence run S00°13'16"E a distance of 117.00 feet to the beginning of a non-tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°42'43"; thence from a tangent bearing of N00°13'16"W run Northwesterly 39.58 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 123.72 feet; thence run N45°55'59"W a distance of 19.80 feet; thence run S89°04'01"W a distance of 17.12 feet to the beginning of a tangent curve concave Northerly and having a radius of
553.00 feet and a central angle of 24°10'39"; thence Westerly 233.35 feet along the arc of said curve to the end of said curve; thence run N66°45'20"W a distance of 144.57 feet to the beginning of a tangent curve concave Southerly and having a radius of 197.00 feet and a central angle of 24°10'39"; thence Westerly 83.13 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 411.22 feet to the beginning of a tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southwesterly
39.27 feet along the arc of said curve to the end of said curve; thence run S00°55'59"E a distance of 506.69 feet to the beginning of a tangent curve concave Westerly and having a radius of 250.00 feet and a central angle of 22°30'00"; thence Southerly 98.17 feet along the arc of said curve to the end of said curve; thence run S21°34'01"W a distance of 202.22 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 112°02'52"; thence run Southeasterly 48.89 feet along the arc of said curve to the end of said curve; thence run N89°31'09"E a distance of 589.69 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Northeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 5.59 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 65°50'08"; thence Northwesterly 28.73 feet along the arc of said curve to the end of said curve and the beginning of a reverse curve concave Northeasterly and having a radius of 100.00 feet and a central angle of 39°05'42"; thence Northwesterly 68.23 feet along the arc of said curve to the end of said curve; thence run N27°13'17"W a distance of 15.53 feet to the beginning of a tangent curve concave Easterly and having a radius of 250.00 feet and a central angle of 26°44'26"; thence Northwesterly 116.68 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 55.77 feet to the beginning of a tangent curve concave Southerly and having a radius of 70.00 feet and a central angle of 169°45'12"; thence Easterly 207.39 feet along the arc of said curve to the end of said curve and the beginning of a compound curve concave Westerly and having a radius of 500.00 feet and a central angle of 10°14'48"; thence Southerly 89.42 feet along the arc of said curve to the end of said curve and Point "B"; thence run S00°28'51"E a distance of 144.28 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N89°31'09"E a distance of 52.78 feet; thence run S00°28'51"E a distance of 86.00 feet; thence run S89°31'09"W a distance of 782.98 feet to the beginning of a tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 67°57'08"; thence run Southerly 29.65 feet along the arc of said curve to the end of said curve; thence run S21°34'01"W a distance of 14.93 feet to the beginning of a tangent curve concave Easterly and having a radius of 150.00 feet and a central angle of 22°02'52"; thence Southerly 57.72 feet along the arc of said curve to the end of said curve; thence run S00°28'51"E a distance of 109.24 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run S89°31'09"W a distance of 100.00 feet to a to the Point of Beginning. Containing: 10.334 acres, more or less.
AND

BEGIN at the aforesaid Point "A" thence leaving said right of way line run N89°04'01"E a distance of 50.00 feet to a point on said right of way line and continue along said right of way line the following courses and distances; said point being the beginning of a non-tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Northeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 200.00 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run S00°55'59"E a distance of 371.34 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southwesterly
39.27 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 200.00 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Northwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 371.34 feet to a to the Point of Beginning. Containing: 2.406 acres, more or less.

AND

COMMENCE at the aforesaid Point "B", thence leaving said right of way line run N89°31'09"E a distance of
36.00 feet to a to the POINT OF BEGINNING, said point being on said right of way line and continue along said right of way line the following courses and distances; thence run S00°28'51"E a distance of 109.88 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 10.00 feet and a central angle of 114°04'36"; thence Southwesterly 19.91 feet along the arc of said curve to the end of said curve to the beginning of a compound curve concave Northeasterly and having a radius of 64.00 feet and a central angle of 39°02'45 "; thence run Northwesterly
43.61feet along the arc of said curve to a to the end of said curve; thence run N27°13'17"W a distance of 15.53 feet to the beginning of a tangent curve concave Easterly and having a radius of 214.00 feet and a central angle of 26°44'26"; thence Northerly 99.98 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 55.77 feet to the beginning of a tangent curve concave Southerly and having a radius of 34.00 feet and a central angle of 169°45'12"; thence run Easterly 100.73 feet along the arc of said curve the end of said curve and the beginning of a compound curve concave Westerly and having a radius of 464.00 feet and a central angle of 10°14'48"; thence Southerly 82.98 feet along the arc of said curve to the end of said curve and the Point of Beginning. Containing: 0.321 acres, more or less.

IN AGGREGATE CONTAINING: 13.061 acres, more or less.
PREPARED BY AND RETURN TO:

Michelle K. Rigoni, Esq.
KUTAK ROCK LLP
107 West College Avenue Tallahassee, Florida 32301

SPECIAL WARRANTY DEED
THIS  SPECIAL	WARRANTY  DEED	is  executed	as  of  this	2 ;5(1_ day  of
J)_........-,..1 -e-'-' 	2024 by LANDSEA HOMES OF FLORIDA LLC, a Delaware limited
liability company, whose address is 2420 S. Lakemont Avenue, Suite 450, Orlando, Florida 32814, (hereinafter called the "grantor"), in favor of KEPLER ROAD COMMUNITY DEVELOPMENT DISTRICT, a local unit of special-purpose government, with a mailing address of 219 East Livingston Street, Orlando, Florida 32801 (hereinafter called the "grantee").

[Wherever used herein, the terms "grantor" and "grantee" shall include the singular and plural, heirs, legal representatives, successors and assigns of individuals, and the successors and assigns of corporations, as the context requires.]
W IT NE S S ETH:

That the grantor, for and in consideration of the sum of $10.00 and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee, all that certain land situate in Volusia County, Florida, further described in Exhibit A. Subject to restrictions, covenants, conditions and easements, of record; however, reference hereto shall not be deemed to reimpose same.
TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining.
TO HAVE AND TO HOLD, the same in fee simple forever.

AND the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; and hereby warrants the title to said land and will defend the same against the lawful claims of all persons or entities whomsoever claiming by, through or under grantor, but against none other.
Grantor represents that grantor has complied with the requirements of Section 196.295,
Florida Statutes.
IN WITNESS WHEREOF, the grantor has hereunto set its hand and seal the day and year first above written.

"GRANTOR"

Signed, sealed and delivered

Print Name:	Kc'1 s	(a._,; I lo. v i-st..
Address:	L½1-.0 s 7 b:> le-? L J-- I\-.-...'f c. o
LANDSEA HOMES OF FLORIDA LLC,
a Delaware limited liability company

By:	
Nam  ------.	Camel Kaiser
9
Its:	\/ (

Print Name:  t-Al-\	e,u.55''i= L..\_
Address: 1..41-o	S	Llr t--\o NT 	A-\](_.
5Lwrc	4 SU .	()g.-LA-N DC f	F \.-. ? -Z.cY \

STATE OF FLORIDA COUNTY OF	{J)<O-,V'qL 
\
The foregoing instrument was acknowledged before me by means ofhysical presence or O online notarization this  	a	day of	'Q.g,_  .e.-""  r: 2024, by l)n. .u;,\. to,,s:-£.g..as
V-f'	of Landsea Homes of Florida LLC a Delaware limited liability company,
who CSPis personally known to me or D produced..,,...	 entifi"tio	
OA,LU)/=: NOTARY PUBLIC, STATE OF FLORIDA
	---:R..e_4u€-e	L	C& l OY'- ,°'-
(Print, Type or Stamp Commissioned  Name of
Notary Public)

Exhibit A Legal Description
0 OTE - BELOW MAY BE UPDATED WITH PLAT TRACT REFERENCE WHEN FINA
LAT APPROVED AND RECORDED]

Tract B of the preliminary plat known Trinity Gardens Phase 1 to be recorded in Official Records of Volusia County, Florida, more particularly described as follows:

That part of Section 14, Township 17 South, Range 30 East Volusia County, Florida being more particularly described as follows.

COMMENCE at the Southeast corner of the Northeast 1/4 of the Southeast 1/4 of Section 14, Township 17 South, Range 30 East Volusia County, Florida, thence run N88°58'45"E a distance of 40.85 feet; thence run S26°14'04"E a distance of 64.11 feet; thence run Sl0°50'33"E a distance of 55.88 feet; thence run S06°26'25"E a distance of 47.71 feet; thence run S66°45'20"E a distance of 117.85 feet; thence run N85°44'49"E a distance of 35.04 feet; thence run N20°26'08"E a distance of 76.35 feet; thence run N20°13'29"E a distance of 12.68 feet; thence run N00°09'57"E a distance of 27.97 feet; thence run N0l001'15"W a distance of 96.17 feet; thence run N88°58'45"E a distance of 334.29 feet to the beginning of a non-tangent curve concave Westerly and having a radius of 3900.00 feet and a central angle of 00°59'04"; thence from a Tangent bearing of S01°12'20"E run 67.02 feet along the arc of said curve to the end of said curve; thence run S00°13'16"E a distance of 184.25 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 89°17'17"; thence run Southwesterly 38.96 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 56.51 feet; thence run N00°55'59"W a distance of 120.00 feet; thence run S89°04'01"W a distance of 99.79 feet to the beginning of a tangent curve concave Northerly and having a radius of 380.00 feet and a central angle of 20°06'05"; thence Westerly 133.32 feet along the arc of said curve to the end of said curve; thence run S19°10'06"W a distance of 120.00 feet to the beginning of a non-tangent curve concave Northerly and having a radius of 500.00 feet and a central angle of 04°04'34"; thence Westerly
35.57 feet along the arc of said curve to the end of said curve; thence run N66°45'20"W a distance of 144.57 feet to the beginning of a tangent curve concave Southerly and having a radius of 250.00 feet and a central angle of 12°41'09"; thence Westerly 55.35 feet along the arc of said curve to the end of said curve; thence run Nl0°33'31"E a distance of 120.00 feet to the beginning of a non-tangent curve concave Southerly and having a radius of 370.00 feet and a central angle of 11°29'30"; thence run Westerly 74.21 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 16.22 feet; thence run N00°55'59"W a distance of 400.00 feet; thence run S89°04'01"W a distance of 5.00 feet; thence run N00°55'59"W a distance of 50.00 feet; thence run S89°04'01"W a distance of 115.00 feet; thence run N00°55'59"W a distance of 21.34 feet; thence run S89°04'01"W a distance of 500.00 feet; thence run N00°55'59"W a distance of 563.93 feet; thence run S87°19'38"E a distance of 45.57 feet; thence run N84°44'09"E a distance of 38.51 feet; thence run S58°58'36"E a distance of 68.18 feet; thence run S33°04'39"E a distance of 44.12 feet; thence run S39°49'03"E a distance of 63.30 feet; thence run S72°23'07"E a distance of 52.80 feet; thence run S41°42'11"E a distance of 61.35 feet; thence run S27°05'59"E a distance of 67.71 feet; thence run S56°53'34"E a distance of 73.33 feet; thence run S47°07'27"E a distance of 82.44 feet; thence run S69°05'16"E a distance of 30.37 feet; thence run S41°32'02"E a distance of 33.23 feet; thence run 531°59'24"E a distance of 68.52 feet; thence run S38°24'04"E a distance of 71.69 feet; thence run S23°42'46"E a distance of 63.69 feet; thence run S44°37'16"E a distance of 28.02 feet; thence run S23°42'46"E a distance of 63.22 feet; thence run S00°56'16"E a distance of 25.83 feet; thence run S23°42'46"E a distance of 63.67 feet; thence run S00°56'16"E a distance of 286.48 feet to a to the Point of Beginning.

CONTAINING: 6.990 acres, more or less. TOGETHER WITH:
Tract D of the preliminary plat known Trinity Gardens Phase 1 to be recorded in Official Records of Volusia County, Florida, more particularly described as follows:

That part of Section 14, Township 17 South, Range 30 East Volusia County, Florida being more particularly described as follows:

COMMENCE at the Southwest corner of the Southeast 1/4 of Section 14, Township 17 South, Range 30 East Volusia County, Florida, thence N89°31'09"E 736.35 feet along the South boundary of the Southeast 1/4 of said Section 14 for the POINT OF BEGINNING, said point being the beginning of a non-tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence from a tangent bearing of S89°31'09"W run Northwesterly run 39.27 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 109.24 feet to the beginning of a tangent curve concave Easterly and having a radius of 150.00 feet and a central angle of 22°02'52"; thence run Northerly 57.72 feet along the arc of said curve to a to the end of said curve; thence run N21°34'01"E a distance of 14.93 feet to the beginning of a tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 63°18'22"; thence run Northeasterly 37.62 feet along the arc of said curve to a to the end of said curve; thence run S00°28'51"E a distance of 114.92 feet; thence run N89°31'09"E a distance of
780.00 feet; thence run N00°28'51"W a distance of 115.00 feet; thence run N89°31'09"E a distance of 5.00 feet; thence run N00°28'51"W a distance of 86.00 feet; thence run S89°31'09"W a distance of 52.78 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Northwesterly 39.27 feet along the arc of said curve to a to the end of said curve; thence run N00°28'5l"W a distance of 2.50 feet; thence run N89°31'09"E a distance of 115.00 feet to POINT "A"{SEE LESS TRACT J); thence run N00°28'51"W a distance of 230.00 feet; thence run S89°31'09"W a distance of 7.84 feet; thence run N00°28'51"W a distance of 60.00 feet; thence run S89°31'09"W a distance of 115.00 feet; thence run S43°24'48"W a distance of 29.54 feet to the beginning of a non-tangent curve concave Southeasterly and having a radius of 70.00 feet and a central angle of 133°53'40"; thence from a tangent bearing of N46°35'11"W run Westerly 163.58 feet along the arc of said curve to a to the end of said curve and POINT "B"{SEE LESS TRACT F); thence run S00°28'51"E a distance of
55.77 feet to the beginning of a tangent curve concave Easterly and having a radius of 250.00 feet and a central angle of 26°44'26"; thence Southerly 116.68 feet along the arc of said curve to a to the end of said curve; thence run S27°13'17"E a distance of 15.53 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 100.00 feet and a central angle of 39°05'42"; thence Southeasterly
68.23 feet along the arc of said curve to a to the end of said curve and the beginning of a reverse curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 65°50'08"; thence run Southeasterly 28.73 feet along the arc of said curve to a to the end of said curve; thence run S00°28'51"E a distance of 5.59 feet to the beginning of a tangent curve concave Northwesterly and having a radius of
25.00 feet and a central angle of 90°00'00"; thence Southwesterly 39.27 feet along the arc of said curve to a to the end of said curve; thence run S89°31'09"W a distance of 360.00 feet; thence run N00°28'51"W a distance of 115.00 feet; thence run S89°31'09"W a distance of 180.00 feet; thence run S00°28'51"E a distance of 115.00 feet; thence run S89°31'09"W a distance of 49.69 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 112°02'52"; thence Northwesterly 48.89 feet along the arc of said curve to a to the end of said curve; thence run N21°34'01"E a distance of 97.46 feet; thence run N89°04'01"E a distance of 144.85 feet; thence run N00°55'59"W a distance of 60.00 feet; thence run N89°04'01"E a distance of 23.54 feet; thence run N00°55'59"W a distance of 60.00 feet; thence run N89°04'01"E a distance of 10.73 feet; thence run N00°55'59"W a distance of
170.00 feet; thence run S89°04'01"W a distance of 5.00 feet; thence run N00°55'59"W a distance of 50.00 feet to POINT "C"{SEE LESS TRACT E); thence run S89°04'01"W a distance of 115.00 feet; thence run N00°55'59"W a distance of 134.15 feet; thence run N89°04'01"E a distance of 115.00 feet; thence run N00°55'59"W a distance of 60.00 feet; thence run N89°04'01"E a distance of 5.00 feet; thence run N00°55'59"W a distance of 70.00 feet; thence run N89°04'01"E a distance of 120.00 feet; thence run N00°55'59"W a distance of 120.00 feet; thence run N89°04'01"E a distance of 196.23 feet to the beginning of a tangent curve concave Southerly and having a radius of 197.00 feet and a central angle of 24°10'39";
thence Easterly 83.13 feet along the arc of said curve to a to the end of said curve; thence run S66°45'20"E a distance of 19.59 feet; thence run S23°14'40"W a distance of 115.00 feet; thence run S66°45'20"E a distance of 124.98 feet to the beginning of a tangent curve concave Northerly and having a radius of 668.00 feet and a central angle of 04°30'14"; thence Easterly 52.51 feet along the arc of said curve to a to the end of said curve; thence run Nl8°44'26"E a distance of 115.00 feet to the beginning of a non-tangent curve concave Northerly and having a radius of 553.00 feet and a central angle of 19°40'25"; thence from a tangent bearing of 571°15'34"E run Easterly 189.88 feet along the arc of said curve to a to the end of said curve; thence run N89°04'01"E a distance of 17.12 feet; thence run S45°55'59"E a distance of 19.80 feet; thence run N89°04'01"E a distance of 123.72 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°42'43"; thence Southeasterly
39.58 feet along the arc of said curve to a to the end of said curve; thence run S00°13'16"E a distance of
591.81 feet; thence run S89°46'43"W a distance of 300.00 feet; thence run S00°13'16"E a distance of 307.91 feet; thence run N89°31'01"E a distance of 300.00 feet; thence run S00°13'16"E a distance of 35.13 feet; thence run S44°38'57"W a distance of 42.33 feet; thence run S89°31'09"W a distance of 1144.21 feet to a to the point of beginning. Containing: 17.253 acres, more or less.

LESS TRACT J
COMMENCE at POINT "A" thence run N26°33'37"E 68.78 to the POINT OF BEGINNING; thence run S87°27'26"E a distance of 78.23 feet; thence run N85°13'28"E a distance of 98.30 feet; thence run N51°58'26"E a distance of 112.38 feet; thence run N09°40'57"E a distance of 50.21 feet; thence run N06°39'27"W a distance of 97.42 feet; thence run N20°25'56"E a distance of 94.35 feet; thence run N04°24'36"E a distance of 21.51 feet; thence run N09°10'29"W a distance of 68.44 feet; thence run N69°54'14"W a distance of 13.66 feet; thence run S61°51'35"W distance of 21.83 feet; thence run N75°59'08"W a distance of 32.90 feet; thence run N70°02'29"W a distance of 42.16 feet; thence run N74°09'03"W a distance of 44.69 feet; thence run N49°45'35"W a distance of 30.97 feet; thence run N42°50'57"W a distance of 52.71 feet; thence run N30°36'25"W a distance of 31.59 feet; thence run Nl0°49'52"W a distance of 33.54 feet; thence run N27°30'44"W a distance of 30.25 feet; thence run N47°24'18"W a distance of 55.06 feet; thence run N43°58'36"W a distance of 5.37 feet; thence run N76°58'43"W a distance of 15.12 feet; thence run S14°21'17"W a distance of 19.70 feet; thence run N75°38'43"W a distance of 20.00 feet; thence run N14°21'17"E a distance of 19.80 feet; thence run S59°33'22"W a distance of 8.15 feet; thence run S38°51'53"W a distance of 36.44 feet; thence run S26°30'45"W a distance of 36.92 feet; thence run Sl8°44'26"W a distance of 36.62 feet; thence run N71°28'20"W a distance of 5.00 feet; thence run S26°30'44"W a distance of 4.98 feet; thence run Sl6°23'43"W a distance of 36.70 feet; thence run S15°22'06"E a distance of 51.36 feet; thence run S20°56'45"E a distance of 84.95 feet; thence run S03°29'46"E a distance of 88.44 feet; thence run S23°05'46"E a distance of 35.89 feet; thence run N89°31'09"E a distance of 11.28 feet; thence run S00°28'51"E a distance of 61.07 feet; thence run S57°58'07"E a distance of 9.30 feet; thence run S00°28'51"E a distance of 145.95 feet; thence run S50°53'57"E a distance of 34.08 feet to a to the Point of Beginning. Containing: 3.673 acres, more or less.

AND LESS TRACT F
COMMENCE at POINT "B" thence run N25°02'01"W 25.29 feet to the POINT OF BEGINNING; thence run N37°57'28"W a distance of 27.04 feet; thence run N15°12'36"E a distance of 21.03 feet; thence run N36°23'35"E a distance of 21.38 feet; thence run N53°10'26"E a distance of 23.74 feet; thence run N02°15'08"W a distance of 16.86 feet; thence run N60°49'02"W a distance of 33.84 feet; thence run N36°26'41"W a distance of 22.81 feet; thence run N75°18'30"W a distance of 99.47 feet; thence run S64°09'07"W a distance of 66.27 feet; thence run S09°12'03"W a distance of 84.05 feet; thence run S37°41'20"W a distance of 49.67 feet; thence run Sl1°31'01"W a distance of 79.46 feet; thence run S02°41'20"W a distance of 87.72 feet; thence run S52°42'35"W a distance of 18.68 feet; thence run S00°29'37"W a distance of 21.28 feet; thence run S03°16'44"E a distance of 41.73 feet; thence run S28°32'36"E a distance of 33.84 feet; thence run S82°38'15"E a distance of 34.18 feet; thence run S82°31'21"E a distance of 36.54 feet; thence run N89°31'09"E a distance of 190.49 feet; thence run N00°42'27"E a distance of 5.06 feet; thence run N89°31'09"E a distance of 46.84 feet; thence run
N14°05'01"E a distance of 18.71 feet; thence run N37°34'15"W a distance of 66.19 feet; thence run N32°01'44"W a distance of 15.38 feet; thence run N20°46'13"W a distance of 61.86 feet; thence run N14°23'22"W a distance of 50.34 feet; thence run N00°40'41"E a distance of 39.56 feet; thence run Nl0°30'59"W a distance of 26.48 feet; thence run N03°05'28"W a distance of 38.30 feet to a to the Point of Beginning. Containing: 2.226 acres, more or less.

AND LESS TRACT E
COMMENCE at POINT "C" thence run N02°14'37"W 34.54 to the POINT OF BEGINNING; thence run N37°57'28"W a distance of 27.04 feet; thence run N58°15'19"W a distance of 32.27 feet; thence run N79°18'36"E a distance of 29.47 feet; thence run N37°57'28"W a distance of 14.00 feet; thence run N47°45'29"E a distance of 14.45 feet; thence run S79°18'36"W a distance of 44.33 feet; thence run N37°57'28"W a distance of 12.10 feet; thence run N48°25'10"E a distance of 41.09 feet; thence run N89°04'01"E a distance of 29.98 feet; thence run N47°45'29"E a distance of 10.09 feet; thence run N00°55'59"W a distance of 34.43 feet; thence run N25°22'02"E a distance of 64.68 feet; thence run N76°13'47"E a distance of 55.83 feet; thence run S71°06'00"E a distance of 50.47 feet; thence run N22°10'24"E a distance of 60.69 feet; thence run N00°55'59"W a distance of 77.83 feet; thence run N80°26'14"E a distance of 44.35 feet; thence run S80°01'54"E a distance of 52.98 feet; thence run N86°32'09"E a distance of 81.20 feet; thence run S46°20'43"E a distance of 31.82 feet; thence run S08°21'34"W a distance of 57.15 feet; thence run S38°39'07"E a distance of 23.41 feet; thence run S11°19'34"W a distance of 6.53 feet; thence run S38°39'07"E a distance of 10.30 feet; thence run S66°45'20"E a distance of 21.26 feet; thence run S47°44'02"E a distance of 122.16 feet; thence run S12°03'48"W a distance of 107.02 feet; thence run Sl8°55'08"W a distance of 101.25 feet; thence run S82°25'05"W a distance of 92.32 feet; thence run N23°58'58"W a distance of 83.76 feet; thence run N78°43'20"W a distance of 92.79 feet; thence run N52°13'45"W a distance of 43.34 feet; thence run S75°13'10"W a distance of 45.53 feet; thence run S53°22'51"W a distance of 67.49 feet; thence run N76°09'28"W a distance of 74.27 feet to a to the Point of Beginning. Containing: 2.899 acres, more or less.

IN AGGREGATE: 8.455 acres more or less.

NON-EXCLUSIVE ACCESS EASEMENT AGREEMENT FOR POND MAINTENANCE

THIS NON-EXCLUSIVE ACCESS EASEMENT AGREEMENT FOR POND MAINTENANCE
("Agreementn) is made this 23rd day of 	 2024, by LANDSEA HOMES OF FLORIDA LLC, a Delaware limited liability company, whose address is 2420 S. Lakemont Avenue, Suite 450, Orlando, Florida 32814 ("Grantor") in favor of KEPLER ROAD COMMUNllY DEVELOPMENT DISTRICT, a local unit of special-purpose government, with a malling address of 219 East Livingston Street, Orlando, Aorlda 32801 ("District").

WITNESS ETH:

WHEREAS, Granter is the owner in fee simple of certain real property located in the City of Deland, Volusia County, Florida, lying within the boundaries of the District, as more particularly described in Exhibit A attached hereto and incorporated herein by this reference ("Easement Area"); and

WHEREAS, the District has requested a non-exclusive access, ingress and egress easement to the District to proceed with the operation and maintenance responsibilities for certain stormwater improvements located on District-owned property upon and/or adjacent to the Easement Area; and

WHEREAS, Granter is agreeable to granting such easement on the terms and conditions set forth herein.
NOW, THEREFORE, in consideration of the sum of Ten and 00/100 Dollars ($10.00) and other good and valuable consideration and the mutual covenants of the parties, the receipt and sufficiency of which are hereby acknowledged, Grantor hereby grants to District, and its respective employees, agents, assignees, contractors (or their subcontractors, employees or materialmen), or representatives, a perpetual, non-exclusive access, ingress, and egress easement over the Easement Area for the installation, operation, maintenance, repair and replacement of stormwater and related improvements (collectively, the "Improvements"), located on to the Easement Area. The District agrees It shall use all due care to protect the Easement Area and adjoining property from damage resulting from District's use of the Easement Area and shall promptly restore any property damaged by the District's exercise of the rights provided herein.

This Agreement is solely for the benefit of the Granter and District, and no third party shall have any rights under this Agreement. Nothing contained herein shall waive any right of the District under Section 768.28, Florido Statutes, or other applicable law..

The provisions of this Agreement shall bind Granter and District and their respective heirs, successors, or assigns and shall continue In effect until automatically terminated upon the recording of the special warranty deed granting to the District fee simple title of the Easement

Area which shall be recorded promptly upon final approval and recording of the preliminary plat known as Trinity Gardens Phase 1.

This Agreement may be amended only by an instrument in writing executed by both Granter and District.

IN WITNESS WHEREOF, Grantor and District caused this Agreement to be executed, to be effective as of the day and year first written above.

AlTEST:	KEPLER ROAD COMMUNITY
DEVELOPMENT DISTRICT

	"		
Secretary	nt Secretary

lANDSEA HOMES OF FlDRIDA LLC

>
Witness	By:	Daniel Kaiser
Its:

EXHIBIT A DESCRIPTION OF EASEMENT AREA

Tract B of the preliminary plat known Trinity Gardens Phase 1 to be recorded in Official Records of Volusia County, Florida, more particularly described as follows:

That part of Section 14, Township 17 South, Range 30 East Volusia County, Florida being more particularly described as follows.

COMMENCE at the Southeast corner of the Northeast 1/4 of the Southeast 1/4 of Section 14, Township 17 South, Range 30 East Volusia County, Florida, thence run N88°58'45"E a distance of 40.85 feet; thence run 526°14'04"E a distance of 64.11 feet; thence run Sl0°50'33"E a distance of 55.88 feet; thence run S06°26'25"E a distance of 47.71 feet; thence run S66°45'20"E a distance of 117.85 feet; thence run N85°44'49"E a distance of 35.04 feet; thence run N20°26'08"E a distance of 76.35 feet; thence run N20°13'29"E a distance of 12.68 feet; thence run N00°09'57"E a distance of 27.97 feet; thence run N01°01'15"W a distance of 96.17 feet; thence run N88°58'45"E a distance of 334.29 feet to the beginning of a non-tangent curve concave Westerly and having a radius of 3900.00 feet and a central angle of 00°59'04"; thence from a Tangent bearing of S0l012'20"Erun 67.02 feet along the arc of said curve to the end of said curve; thence run S00°13'16"E a distance of 184.25 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 89°17'17"; thence run Southwesterly 38.96 feet along the arc of said curve to the end of said curve; thence run 589°04'01"W a distance of 56.51 feet; thence run N00°55'59"W a distance of 120.00 feet; thence run 589°04'01"W a distance of 99.79 feet to the beginning of a tangent curve concave Northerly and having a radius of 380.00 feet and a central angle of 20°06'05"; thence Westerly 133.32 feet along the arc of said curve to the end of said curve; thence run 519°10'06"W a distance of 120.00 feet to the beginning of a non-tangent curve concave Northerly and having a radius of 500.00 feet and a central angle of 04°04'34"; thence Westerly
35.57 feet along the arc of said curve to the end of said curve; thence run N66°45'20"W a distance of
144.57 feet to the beginning of a tangent curve concave Southerly and having a radius of 250.00 feet and a central angle of 12°41'09"; thence Westerly 55.35 feet along the arc of said curve to the end of said curve; thence run Nl0°33'31"E a distance of 120.00 feet to the beginning of a non-tangent curve concave Southerly and having a radius of 370.00 feet and a central angle of 11°29'30"; thence run Westerly 74.21 feet along the arc of said curve to the end of said curve; thence run 589"04'01"W a distance of 16.22 feet; thence run N00°55'59"W a distance of 400.00 feet; thence run 589°04'01"W a distance of 5.00 feet; thence run N00°55'59"W a distance of 50.00 feet; thence run 589°04'01"W a distance of 115.00 feet; thence run N00°55'59"W a distance of 21.34 feet; thence run S89°04'01"W a distance of 500.00 feet; thence run N00°55'59"W a distance of 563.93 feet; thence run 587°19'38"E a distance of 45.57 feet; thence run N84°44'09"E a distance of 38.51 feet; thence run S58°58'36"E a distance of 68.18 feet; thence run S33°04'39"E a distance of 44.12 feet; thence run 539°49'03"E a distance of 63.30 feet; thence run S72°23'07"E a distance of 52.80 feet; thence run 541°42'11"E a distance of 61.35 feet; thence run S27°05'59"E a distance of 67.71 feet; thence run 556°53'34"E a distance of 73.33 feet; thence run 547°07'27"E a distance of 82.44 feet; thence run S69°05'16"E a distance of 30.37 feet; thence run 541°32'02"E a distance of 33.23 feet; thence run 531°59'24"E a distance of 68.52 feet; thence run 538°24'04"E a distance of 71.69 feet; thence run S23°42'46"E a distance of 63.69 feet; thence run S44°37'16"E a distance of 28.02 feet; thence run 523°42'46"E a distance of 63.22 feet; thence run S00°56'16"E a distance of 25.83 feet; thence run 523°42'46"E a distance of 63.67 feet; thence run S00°56'16"E a distance of 286.48 feet to a to the Point of Beginning.

CONTAINING:6.990 acres, more or less. TOGETHER WITH:

Tract D of the preliminary plat known Trinity Gardens Phase 1 to be recorded in Official Records of Volusia County, Florida, more particularly described as follows:

That part of Section 14, Township 17 South, Range 30 East Volusia County, Florida being more particularly described as follows:

COMMENCE at the Southwest corner of the Southeast 1/4 of Section 14, Township 17 South, Range 30 East Volusia County, Florida, thence N89°31'09"E 736.35 feet along the South boundary of the Southeast 1/4 of said Section 14 for the POINT OF BEGINNING, said point being the beginning of a non-tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence from a tangent bearing of S89°31'09"W run Northwesterly run 39.27 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 109.24 feet to the beginning of a tangent curve concave Easterly and having a radius of 150.00 feet and a central angle of 22°02'52"; thence run Northerly 57.72 feet along the arc of said curve to a to the end of said curve; thence run N21°34'0l"E a distance of 14.93 feet to the beginning of a tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 63°18'22"; thence run Northeasterly37.62 feet along the arc of said curve to a to the end of said curve; thence run S00°28'51"E a distance of 114.92 feet; thence run N89°31'09"E a distance of
780.00 feet; thence run N00°28'51"W a distance of 115.00 feet; thence run N89°31'09"E a distance of 5.00 feet; thence run N00°28'51"W a distance of 86.00 feet; thence run S89°31'09"W a distance of 52.78 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Northwesterly39.27 feet along the arc of said curve to a to the end of said curve; thence run N00°28'51"W a distance of 2.50 feet; thence run N89°31'09"E a distance of 115.00 feet to POINT "A"(SEE LESS TRACT J); thence run N00°28'5l"W a distance of 230.00 feet; thence run S89"31'09"W a distance of 7.84 feet; thence run N00°28'51"W a distance of 60.00 feet; thence run S89"31'09"W a distance of 115.00 feet; thence run S43"24'48"W a distance of 29.54 feet to the beginning of a non-tangent curve concave Southeasterly and having a radius of 70.00 feet and a central angle of 133°53'40"; thence from a tangent bearing of N46°35'11"W run Westerly 163.58 feet along the arc of said curve to a to the end of said curve and POINT "B"(SEE LESS TRACT F); thence run S00°28'Sl"E a distance of 55.77 feet to the beginning of a tangent curve concave Easterly and having a radius of 250.00 feet and a central angle of 26"44'26"; thence Southerly 116.68 feet along the arc of said curve to a to the end of said curve; thence run S27°13'17"E a distance of 15.53 feet to the beginning of a tangent curve concave Northeasterly and having a·radius of 100.00 feet and a central angle of 39°05'42"; thence Southeasterly
68.23 feet along the arc of said curve to a to the end of said curve and the beginning of a reverse curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 65"50'08"; thence run Southeasterly28.73 feet along the arc of said curve to a to the end of said curve; thence run S00"28'51"E a distance of 5.59 feet to the beginning of a tangent curve concave Northwesterly and having a radius of
25.00 feet and a central angle of 90"00'00"; thence Southwesterly39.27 feet along the arc of said curve to a to the end of said curve; thence run S89"31'09"W a distance of 360.00 feet; thence run N00"28'51"W a distance of 115.00 feet; thence run S89"31'09"W a distance of 180.00 feet; thence run S00"28'51"E a distance of 115.00 feet; thence run S89°31'09"W a distance of 49.69 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 112"02'52"; thence Northwesterly48.89 feet along the arc of said curve to a to the end of said curve; thence run N21°34'01"E a distance of 97.46 feet; thence run N89°04'01"E a distance of 144.85 feet; thence run N00°55'59"W a distance of 60.00 feet; thence run N89°04'0l"E a distance of 23.54 feet; thence run N00"55'59"W a distance of 60.00 feet; thence run N89°04'0l"E a distance of 10.73 feet; thence run N00"55'59"W a distance of 170.00 feet; thence run S89"04'0l"W a distance of 5.00 feet; thence run N00"55'59"W a distance of 50.00 feet to POINT "C"(SEE LESS TRACT E); thence run S89°04'0l"W a distance of 115.00 feet; thence run N00°55'59"W a distance of 134.15 feet; thence run N89"04'0l"E a distance of 115.00 feet; thence run N00°55'59"W a distance of 60.00 feet; thence run N89"04'0l"Ea distance of 5.00 feet; thence run N00"55'59"W a distance of 70.00 feet; thence run N89°04'01"E a distance of 120.00 feet; thence run N00"55'59"W a distance of 120.00 feet; thence run N89"04'0l"E a distance of 196.23 feet to the beginning
of a tangent curve concave Southerly and having a radius of 197.00 feet and a central angle of 24°10'39"; thence Easterly 83.13 feet along the arc of said curve to a to the end of said curve; thence run S66°45'20"E a distance of 19.59 feet; thence run S23°14'40"W a distance of 115.00 feet; thence run S66°45'20"E a distance of 124.98 feet to the beginning of a tangent curve concave Northerly and having a radius of
668.00 feet and a central angle of 04°30'14"; thence Easterly 52.51 feet along the arc of said curve to a to the end of said curve; thence run Nl8°44'26"E a distance of 115.00 feet to the beginning of a non-tangent curve concave Northerly and having a radius of 553.00 feet and a central angle of 19°40'25"; thence from a tangent bearing of S71°15'34"E run Easterly 189.88 feet along the arc of said curve to a to the end of said curve; thence run N89°04'0l"E a distance of 17.12 feet; thence run S45°55'59"E a distance of 19.80 feet; thence run N89°04'01"E a distance of 123.72 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°42'43"; thence Southeasterly
39.58 feet along the arc of said curve to a to the end of said curve; thence run S00°13'16"E a distance of
591.81 feet; thence run S89°46'43"W a distance of 300.00 feet; thence run S00°13'16"E a distance of
307.91 feet; thence run N89°3l'0l"E a distance of 300.00 feet; thence run S00°13'16"E a distance of 35.13 feet; thence run 544°38'57"W a distance of 42.33 feet; thence run S89°31'09"W a distance of 1144.21 feet to a to the point of beginning. Containing: 17.253 acres, more or less.

LESS TRACT J
COMMENCE at POINT "A" thence run N26°33'37"E 68.78 to the POINT OF BEGINNING; thence run S87°27'26"E a distance of 78.23 feet; thence run N85°13'28"E a distance of 98.30 feet; thence run N51°58'26"E a distance of 112.38 feet; thence run N09°40'57"E a distance of 50.21 feet; thence run N06°39'27"W a distance of 97.42 feet; thence run N20°25'56"E a distance of 94.35 feet; thence run N04°24'36"E a distance of 21.51 feet; thence run N09°10'29"W a distance of 68.44 feet; thence run N69°54'14"W a distance of 13.66 feet; thence run S61°51'35"W distance of 21.83 feet; thence run N75°59'08"W a distance of 32.90 feet; thence run N70°02'29"W a distance of 42.16 feet; thence run N74°09'03"W a distance of 44.69 feet; thence run N49°45'35"W a distance of 30.97 feet; thence run N42°50'57"W a distance of 52.71 feet; thence run N30°36'25"W a distance of 31.59 feet; thence run Nl0°49'52"W a distance of 33.54 feet; thence run N27°30'44"W a distance of 30.25 feet; thence run N47°24'18"W a distance of 55.06 feet; thence run N43°58'36"W a distance of 5.37 feet; thence run N76°58'43"W a distance of 15.12 feet; thence run Sl4°21'17"W a distance of 19.70 feet; thence run N75°38'43"W a distance of 20.00 feet; thence run N14°21'17"E a distance of 19.80 feet; thence run 559°33'22"W a distance of 8.15 feet; thence run S38°51'53"W a distance of 36.44 feet; thence run S26°30'45"W a distance of 36.92 feet; thence run Sl8°44'26"W a distance of 36.62 feet; thence run N71°28'20"W a distance of 5.00 feet; thence run S26°30'44"W a distance of 4.98 feet; thence run Sl6°23'43"W a distance of 36.70 feet; thence run S15°22'06"E a distance of 51.36 feet; thence run 520°56'45"E a distance of 84.95 feet; thence run S03°29'46"E a distance of 88.44 feet; thence run S23°05'46"E a distance of 35.89 feet; thence run N89°31'09"E a distance of 11.28 feet; thence run S00°28'51"E a distance of 61.07 feet; thence run 557°58'07"E a distance of 9.30 feet; thence run S00°28'51"E a distance of 145.95 feet; thence run SS0°53'57"E a distance of 34.08 feet to a to the Point of Beginning. Containing: 3.673 acres, more or less.

AND LESS TRACT F
COMMENCE at POINT "B" thence run N25°02'01"W 25.29 feet to the POINT OF BEGINNING; thence run N37°57'28"W a distance of 27.04 feet; thence run N15°12'36"E a distance of 21.03 feet; thence run N36°23'35"E a distance of 21.38 feet; thence run N53°10'26"E a distance of 23.74 feet; thence run N02°15'08"W a distance of 16.86 feet; thence run N60°49'02"W a distance of 33.84 feet; thence run N36°26'41"W a distance of 22.81 feet; thence run N75°18'30"W a distance of 99.47 feet; thence run S64°09'07"W a distance of 66.27 feet; thence run S09°12'03"W a distance of 84.05 feet; thence run 537°41'20"W a distance of 49.67 feet; thence run 511°3l'0l"W a distance of 79.46 feet; thence run S02°41'20"W a distance of 87.72 feet; thence run S52°42'35"W a distance of 18.68 feet; thence run S00°29'37"W a distance of 21.28 feet; thence run S03°16'44"E a distance of 41.73 feet; thence run S28°32'36"E a distance of 33.84 feet; thence run 582°38'15"£ a distance of 34.18 feet; thence run
S82°31'21"E a distance of 36.54 feet; thence run N89°31'09"E a distance of 190.49 feet; thence run N00°42'27"E a distance of 5.06 feet; thence run N89°31'09"E a distance of 46.84 feet; thence run N14°05'0l"E a distance of 18.71 feet; thence run N37"34'15"W a distance of 66.19 feet; thence run N32°01'44"W a distance of 15.38 feet; thence run N20°46'13"W a distance of 61.86 feet; thence run N14°23'22"W a distance of 50.34 feet; thence run N00°40'41"E a distance of 39.56 feet; thence run Nl0°30'59"W a distance of 26.48 feet; thence run N03"05'28"W a distance of 38.30 feet to a to the Point of Beginning. Containing: 2.226 acres, more or less.

AND LESS TRACT E
COMMENCE at POINT "C" thence run N02°14'37"W 34.54 to the POINT OF BEGINNING; thence run N37°57'28"W a distance of 27.04 feet; thence run N58"15'19"W a distance of 32.27 feet; thence run N79°18'36"E a distance of 29.47 feet; thence run N37"57'28"W a distance of 14.00 feet; thence run N47"45'29"E a distance of 14.45 feet; thence run S79°18'36"W a distance of 44.33 feet; thence run N37"57'28"W a distance of 12.10 feet; thence run N48°25'10"E a distance of 41.09 feet; thence run N89°04'01"E a distance of 29.98 feet; thence run N47"45'29"E a distance of 10.09 feet; thence run N00°55'59"W a distance of 34.43 feet; thence run N25°22'02"E a distance of 64.68 feet; thence run N76°13'47"E a distance of 55.83 feet; thence run S71°06'00"E a distance of 50.47 feet; thence run N22"10'24"E a distance of 60.69 feet; thence run N00°55'59"W a distance of 77.83 feet; thence run N80°26'14"E a distance of 44.35 feet; thence run S80°01'54"E a distance of 52.98 feet; thence run N86°32'09"E a distance of 81.20 feet; thence run S46°20'43"E a distance of 31.82 feet; thence run S08"21'34"W a distance of 57.15 feet; thence run S38"39'07"E a distance of 23.41 feet; thence run Sll "19'34"W a distance of 6.53 feet; thence run S38"39'07"E a distance of 10.30 feet; thence run S66"45'20"E a distance of 21.26 feet; thence run S47"44'02"E a distance of 122.16 feet; thence run S12°03'48"W a distance of 107.02 feet; thence run S18"55'08"W a distance of 101.25 feet; thence run S82"25'05"W a distance of 92.32 feet; thence run N23°58'58"W a distance of 83.76 feet; thence run N78"43'20"W a distance of 92.79 feet; thence run N52"13'45"W a distance of 43.34 feet; thence run S75°13'10"W a distance of 45.53 feet; thence run S53°22'51"W a distance of 67.49 feet; thence run N76°09'28"W a distance of 74.27 feet to a to the Point of Beginning. Containing: 2.899 acres, more or less.

IN AGGREGATE: 8.455 acres more or less. TOGETHER WITH:
Reasonable ingress and egress to and from above described areas also located on Grantor's property.

ACKNOWLEDGMENT OF ACQUISITION OF CERTAIN INFRASTRUCTURE IMPROVEMENTS AND THE RIGHT TO RELY UPON ANY WARRANTIES AND CONTRACT TERMS FOR THE CONSTRUCTION OF SAME
\ 2-
THIS ACQUISITION AND WARRANTY ACKNOWLEDGMENT is	made the --	day of
 c:::: -	2024, by Blue Ox Enterprises, LLC., having offices located at 500 North Way, Sanford, Florida 32773 ("Contractor"'), in favor of the Kepler Road Community Development
District ("District"), which is a local unit of special-purpose government situated in the City of DeLand, Florida, and having offices located 219 East Livingston Street, Orlando, Florida 32801

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

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

amounts shall be paid by Developer.

SECTION 6.	EFFECTIVE DATE. This Acquisition and V\/arranty Acknowledgement shall take effect upon execution.

VVITNESS
BLUE OX ENTERPRISES, LLC
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[print name]
By: Blue Ox Land Services Inc.
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EXHIBIT A
Acquisition Cost:

lmnrovement:	NTE Acquisition Cost*	
Stormwater, Potable Water, Reclaimed Water, and Roadway
Improvements	$7,026,991.06	
*costs associated with improvements herein described, and a portion of that construction contract identified herein.

Description of Improvements and Property: District-eligible improvements within that Project W'ork Agreernent: between Landsea Homes of Florida LLCand Blue Ox Enterprises, dated 7/10/2023, asamended and supplemented by Change Order Request dated 1/10/2024 and Change Order Request dated 4/18/2024, asmore particularly described as follows:

Trinity Gardens Phase1 Master Improvements:

St:ormwat:er lmprovement:s: All ponds/stormwater management facilities, together with master drainage pipes, including but not limited to structures, inlets, manholes, mitered end sections, headwalls, water control structures catch-basins and related stormwater facilities, in and for the development Trinity Gardens Phase 1, all located on portions of the real property described in the following legal description:
Tract B of the preliminary plat known Trinity Gardens Phase 1 to be recorded in Official Records of Volusia County, Florida, more particularly described as follows:

N00..5S'59"W a distance of 21.34 feet; thence run S89°04'01"W a distance of 500.00 feet; thence run N00°55'59"W a distance of 563.93 feet; thence run S87°19'38"E a distance of 45.57 feet; thence run N84°44'09''E a distance of 38.51 feet; thence run S58°58'36"E a distance of 68.18 feet; thence run S33°04'39"E a distance of 44.12 feet; thence run S39°49'03"E a distance of 63.30 feet; thence run
S72°23'07"E a distance of 52.80 feet; thence run S41°42'11"E a distance of 61.35 feet; thence run
S27..05'59"E a distance of 67.71 feet; thence run S56°53'34"E a distance of 73.33 feet; thence run S47°07'27"E a distance of 82.44 feet; thence run S69°05'16"E a distance of 30.37 feet; thence run S41°32'02"E a distance of 33.23 feet; thence run S31°59'24"E a distance of 68.52 feet; thence run S38°24'04"E a distance of 71.69 feet; thence run S23°42'46"E a distance of 63.69 feet; thence run S44°37'16"E a distance of 28.02 feet; thence run S23°42'46"E a distance of 63.22 feet; thence run S00°56'16" E a distance of 25.83 feet; thence run S23°42'46"E a distance of 63.67 feet; thence run
S00°56'16"E a distance of 286.48 feet to a to the Point of Beginning. CONTAINING: 6.990 acres, more or less.
TOGETHER WITH:

Tract D of the preliminary plat known Trinity Gardens Phase 1 to be recorded in Official Records of Volusia County, Florida, moreparticularly described as follows:
That part of Section 14, Township 17 South, Range 30 East Volusia County, Florida being moreparticularly described as follows:
COMMENCE at the Southwest corner of the Southeast 1/4 of Section 14, Township 17 South, Range 30 East Volusia County, Florida, thence N89°31'09"E 736.35 feet along the South boundary of the Southeast 1/4 of

25.00 feet anda central angle of 90°00'00"; thence Southwesterly 39.27 feet along the arc of said curve to a to the end of said curve; thence run S89°31'09"VV a distance of 360.00 feet; thence run N00°28'S1"VV a distance of 115.00 feet; thence run S89°31'09"W a distance of 180.00 feet; thence run S00°28'51"E a distance of 115.00 feet; thence run S89°31'09"W a distance of 49.69 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 112°02'52"; thence Northwesterly 48.89 feet along the arc of said curve to a to the end of said curve; thence run N21°34'01"E a distance of 97.46 feet; thence run N89°04'01"E a distance of 144.85 feet; thence run N00°5S'S9"W a distance of 60.00 feet; thence run NS9°04'01"E a distance of 23.54 feet; thence run N00°55'S9"VV a distance of 60.00 feet; thence run NS9°04'01"E a distance of 10.73 feet; thence run N00°55'59"VV a distance of
170.00 feet; thence run S89°04'01"VV a distance of 5.00 feet; thence run N00°S5'S9"VV a distance of S0.00
feet to POINT "C"(SEE LESS TRACT E); thence run S89°04'01"VV a distance of 115.00 feet; thence run N00°55'59"W a distance of 134.15 feet; thence run N89°04'01"E a distance of 115.00 feet; thence run N00°55'59"W a distance of 60.00 feet; thence run N89°04'01"E a distance of 5.00 feet; thence run N00°55'59''W a distance of 70.00 feet; thence run N89°04'01"E a distance of 120.00 feet; thence run N00°S5'59"W a distance of 120.00 feet; thence run N89°04'01"E a distance of 196.23 feet to the beginning of a tangent curve concave Southerly and having a radius of 197.00 feet and a central angle of 24°10'39"; thence Easterly 83.13 feet along the arc of said curve to a to the end of said curve; thence run S66°45'20"E a distance of 19.59 feet; thence run S23°14'40"W a distance of 11s.oo feet; thence run S66°45'20"E a distance of 124.98 feet to the beginning of a tangent curve concave Northerly andhaving a radius of 668.00 feet and a central angle of 04°30'14"; thenceEasterly S2.51feet along the arc of said curve to a to the end of said curve; thence run N18°44'26"E a distance of 115.00 feet to the beginning of a non-tangent curve concave Northerly and having a radius of 5S3.00 feet and a central angle of 19°40'25"; thence from a tangent bearing of S71°15'34"E run Easterly 189.88 feet along the arc of said curve to a to the end of said curve; thence run N89°04'01"E a distance of 17.12 feet; thence run S45°S5'59"E a distance of 19.80 feet; thence run N89°04'01"E a distance of 123.72 feet to the beginning of a tangent curve concave

S00°28'51"E a distance of 145.95 feet; thence run S50°53'57"E a distance of 34.08 feet to a to the Point of Beginning. Containing: 3.673 acres, more or less.

AND LESS TRACT F
COMMENCE at POINT "B" thence run N25°02'01"W 25.29 feet to the POINT OF BEGINNING; thence run N37°57'28"W a distance of 27.04 feet; thence run N15°12'36"E a distance of 21.03 feet; thence run N36°23'35"E a distance of 21.38 feet; thence run N53°10'26"E a distance of 23.74 feet; thence run N02°15'08"W a distance of 16.86 feet; thence run N60°49'02"W a distance of 33.84 feet; thence run N36°26'41"W a distance of 22.81 feet; thence run N75°18'30"W a distance of 99.47 feet; thence run S64°09'07"W a distance of 66.27 feet; thence run S09°12'03"W a distance of 84.05 feet; thence run S37°41'20"W a distance of 49.67 feet; thence run S11°31'01"W a distance of 79.46 feet; thence run S02°41'20"W a distance of 87.72 feet; thence run S52°42'35"W a distance of 18.68 feet; thence run S00°29'37"W a distance of 21.28 feet; thence run S03°16'44"E a distance of 41.73 feet; thence run S28°32'36"E a distance of 33.84 feet; thence run S82°38'15"E a distance of 34.18 feet; thence run S82°31'21"E a distance of 36.54 feet; thence run N89°31'09"E a distance of 190.49 feet; thence run N00°42'27"E a distance of 5.06 feet; thence run N89°31'09"E a distance of 46.84 feet; thence run N14°05'01"E a distance of 18.71 feet; thence run N37°34'15"W a distance of 66.19 feet; thence run N32°01'44"W a distance of 15.38 feet; thence run N20°46'13"W a distance of 61.86 feet; thence run N14°23'22"W a distance of 50.34 feet; thence run N00°40'41"E a distance of 39.56 feet; thence run N10°30'59"W a distance of 26.48 feet; thence run N03°05'28"W a distance of 38.30 feet to a to the Point of Beginning. Containing: 2.226 acres, more or less.

AND LESS TRACT E
COMMENCE at POINT "C" thence run N02°14'37"W 34.54 to the POINT OF BEGINNING; thence run N37°57'28"W a distance of 27.04 feet; thence run N58°15'19"W a distance of 32.27 feet; thence run

That part of Section 14, Township 17 South, Range 30 East, Volusia County, Florida being more particularly described asfollows:

COMMENCE at the Southwest corner of the Southeast 1/4 of Section 14, Township 17 South, Range 30 East Volusia County, Florida, thence N89°31'09E 636.35 feet along the South boundary of the Southeast 1/4 of said Section 14 to the POINT OF BEGINNING, said point being on the West right of way line of Farfields Street, said point is the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet anda central angle of 90°00'00"; thence along the right of waylines of Farfields Street, Greenborough Street, Hopefields Street, Gracebloom Street, Birdswill Street and Beevalley Street the following courses and distances Northeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N00"28'51"W a distance of 109.24 feet to the beginning of a tangent curve concave Easterly and having a radius of 200.00 feet and a central angle of 18°19'46"; thence Northerly 63.98 feet along the arc of said curve to the end of said curve and the beginning of a reverse curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 108°19'46"; thence Northwesterly 47.27 feet along the arc of said curve to a to the end of said curve; thence run S89°31'09"W a distance of 319.42 feet;thence run N00°28'51"W a distance of 86.00 feet; thence run N89°31'09"E a distance of 158.96 feet to the beginning of a tangent curve concave Southerly and having a radius of 75.00 feet and a central angle of 33°25'29"; thence Southeasterly 43.75 feet along the arc of said curve to the end of said curve; thence run S57°03'22"E a distance of 20.32 feet to the beginning of a tangent curve concave Northerly and having a radius of 7S.OO feet anda central angle of 33°25'29"; thence Southeasterly 43.75 feet along the arc of said curve to the end of said curve;thence run N89°31'09"E a distance of 100.86 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 67°57'08"; thence Northeasterly
29.65 feet along the arc of said curve to the end of said curve; thence run N21°34'01"E a distance of 231.93 feet to the beginning of a tangent curve concave Westerly and having a radius of 200.00 feet and a central angle of 22°30'00"; thence Northerly 78.54 feet along the arc of said curve to the end of said curve; thence

the beginning of a tangent curve concave Northeasterly and having a radius of 2S.00 feet and a central angle of 90°00'00"; thence run Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 111.22 feet to the beginning of a tangent curve concave Southerly and having a radius of 2S0.00 feet and a central angle of 24°10'39"; thence Southeasterly 10S.49 feet along the arc of said curve to the end of said curve; thence run S66"45'20"E a distance of 144.57 feet to the beginning of a tangent curve concave Northerly and having a radius of 500.00 feet and a central angle of 24°10'39"; thence run Easterly 210.99 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 156.29 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 89°17'17"; thence run Northeasterly 38.96 feet along the arc of said curve to the end of said curve; thence run S00°13'16"E a distance of 117.00 feet to the beginning of a non-tangent curve concave Southwesterly and having aradius of 2S.00 feet and a central angle of 90°42'43"; thence from a tangent bearing of N00°13'16"W run Northwesterly 39.58 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 123.72 feet; thence run N45°SS'S9"W a distance of 19.80 feet; thence run S89°04'01"W a distance of 17.12 feet to the beginning of a tangent curve concave Northerly and having a radius of S53.00 feet and a central angle of 24°10'39"; thence Westerly 233.3S feet along the arc of said curve to the end of said curve; thence run N66°45'20"W a distance of 144.57 feet to the beginning of a tangent curve concave Southerly and having a radius of
197.00 feet and a central angle of 24°10'39"; thence Westerly 83.13 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 411.22 feet to the beginning of a tangent curve concave Southeasterly and having a radius of 2S.00 feet and a central angle of 90°00'00"; thence Southwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run S00°5S'S9"E a distance of 506.69 feet to the beginning of a tangent curve concave Westerly and having a radius of 250.00 feet and a central angle of 22°30'00"; thenceSoutherly 98.17 feet along the arc of said curve to the end of said curve; thence run S21°34'01"W a distance of 202.22 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 2S.00 feet and a central angle of 112"02'52"; thence run Southeasterly

AND

BEGIN at the aforesaid Point "A" thence leaving said right of way line run N89°04'01"E a distance of 50.00 feet to a point on said right of way line and continue along said right of wayline the following courses and distances; said point being the beginning of a non-tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Northeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 200.00 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run S00"5S'S9"E a distance of 371.34 feet to the beginning of a tangent curve concave Northwesterly and having a radius of
25.00 feet and a central angle of 90°00'00"; thence Southwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 200.00 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Northwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run N00"SS'S9"W a distance of 371.34 feet to a to the Point of Beginning. Containing: 2.406 acres, more or less.

AND

COMMENCE at the aforesaid Point "B", thence leaving said right of wayline run N89°31'09"E a distance of
36.00 feet to a to the POINT OF BEGINNING, said point being on said right of way tine and continue along said right of wayline the following courses and distances; thence run S00"28'51"E a distance of 109.88 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 10.00 feet and a central angle of 114°04'36"; thence Southwesterly 19.91 feet along the arc of said curve to the end of said curve to the beginning of a compound curve concave Northeasterly and having a radius of 64.00 feet and a central angle of 39°02'45"; thence run Northwesterly 43.61feet along the arc of said curve to a to the end of said
EXHIBIT B
Project Work Agreement between Landsea Homes of Florida LLC and Blue Ox Enterprises, dated 7/10/2023, as amended and supplemented by Change Order Request dated 1/10/2024 and Change Order Request dated 4/18/2024

SEE PAGE 100 OF1HIS PDF

4870-9238-5768.3

Contractor's Final Waiver and Release of Lien

KNOW ALL MEN BYTHESE PRESENTS:

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

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

1<.....
IN'\NITNESS THEREOF, I have hereunto set my hand and seal this    day of 	 2024.

WITNESSES:	CONTRACTOR:

BLUE OX ENTERPRISES, LLC

By: Blue Ox Land Services Inc.
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Print Name:
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By: ,-,	,..£..-...., \  '--c:£.,,. ~ -,;;.	
Its:

STATE OF FLORIDA	)
) ss: COUNTY OF C::: t'A- •   -<:::.\¢ )

The foregoing instrument wasnowledged before me ea f physicalpresence or D online notarization this' day of • <=:, 2024, by means of hysical presence or D online notarization, by;..,..c:'--£'4 '--6- i...- _.....cas.. C:::: .--  , of Blue Ox Land Services Inc., as Manager of Blue Ox Enterprises, LLC. He/She is personally known to me.

NOTARY STAMP OR SEAL:

Exhibit A

Descriptions of Contractor, Amount Paid and Improvements

Contractor:	BLUE OX ENTERPRISES, LLC

Amount Paidto Contractor:	$6,549,833.87

Description of Improvements and Property: District-eligible improvements within that Project Work Agreernent between Landsea Homes of Florida LLCand Blue Ox Enterprises, dated 7/10/2023, asamended and supplemented by Change Order Request dated 1/10/2024 and Change Order Request dated 4/18/2024, asmore particularly described as follows:

Trinity Gardens Phase 1 Master Improvements:

Stormwater Improvements: All ponds/stormwater management facilities, together with master drainage pipes, including but not limited to structures, inlets, manholes, mitered end sections, headwalls, water control structures catch-basins and related stormwater facilities, in and for the development Trinity Gardens Phase 1, all located on portions of the real property described in the following legal description:
Tract B of the preliminary plat known Trinity Gardens Phase 1 to be recorded in Official Records of Volusia County, Florida, more particularly described as follows:
That part of Section 14, Township 17 South, Range 30 East Volusia County, Florida being more particularly described as follows.

COMMENCE at the Southeast corner of the Northeast 1/4 of the Southeast 1/4 of Section 14, Township 17

S72°23'07"E a distance of 52.80 feet; thence run S41°42'11"E a distance of 61.35 feet; thence run S27°05'59"E a distance of 67.71 feet; thence run S56°53'34"E a distance of 73.33 feet; thence run S47°07'27"E a distance of 82.44 feet; thence run S69°05'16"E a distance of 30.37 feet; thence run S41°32'02"E a distance of 33.23 feet; thence run S31°59'24"E a distance of 68.52 feet; thence run S38°24'04"E a distance of 71.69 feet; thence run S23°42'46"E a distance of 63.69 feet; thence run S44°37'16"E a distance of 28.02 feet; thence run S23°42'46"E a distance of 63.22 feet; thence run S00°56'16"E a distance of 25.83 feet; thence run S23°42'46"E a distance of 63.67 feet; thence run S00°56'16"E a distance of 286.48 feet to a to the Point of Beginning.

CONTAINING:6.990 acres, more or less. TOGETHER WITH:
Tract D of the preliminary plat known Trinity Gardens Phase 1 to be recorded in Official Records of Volusia
County, Florida, moreparticularly described asfollows:

That part of Section 14, Township 17 South, Range 30 East Volusia County, Florida being more particularly described as follows:

COMMENCE at the Southwest corner of the Southeast 1/4 of Section 14, Township 17 South, Range 30 East Volusia County, Florida, thence N89°31'09"E 736.35 feet along the South boundary of the Southeast 1/4 of said Section 14 for the POINT OFBEGINNING, said point beingthe beginning of a non-tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence from a tangent bearing of S89°31'09"W run Northwesterly run 39.27 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 109.24 feet to the beginning of a tangent curve concave Easterly and having a radius of 150.00 feet and a central angle of 22°02'52"; thence run Northerly 57.72 feet along the arc of said curve to a to the end of said curve; thence run N21°34'01"E a distance of 14.93 feet to the beginning of a tangent curve concave Southeasterly and having a radius of 25.00 feet and a

distance of 60.00feet; thence run N89°04'01"E a distance of 23.54 feet;thence run N00°55'59"W a distance of 60.00 feet; thence run N89°04'01"E a distance of 10.73 feet; thence run N00°55'59"W a distance of
170.00 feet; thence run S89°04'01"W a distance of 5.00 feet; thence run N00°55'59"W a distance of S0.00 feet to POINT "C"(SEE LESS TRACT E); thence run S89°04'01"W a distance of 115.00 feet; thence run N00°55'59"W a distance of 134.15 feet; thence run N89°04'01"E a distance of 115.00 feet; thence run N00°55'59"W a distance of 60.00 feet; thence run N89°04'01"E a distance of 5.00 feet; thence run N00°55'59"W a distance of 70.00 feet; thence run N89°04'01"E a distance of 120.00 feet; thence run N00°55'59"W a distance of 120.00 feet; thence run N89°04'01"E a distance of 196.23 feet to the beginning of a tangent curve concave Southerly and having a radius of 197.00 feet and a central angle of 24°10'39"; thence Easterly 83.13 feet along the arc of said curve to a to the end of said curve; thence run S66°4S'20''E a distance of 19.59 fee't; thence run S23°14'40"W a distance of 115.00 feet; thence run S66°45'20"E a distance of 124.98 feet to the beginning of a tangent curve concave Northerly andhaving a radius of 668.00 feet and a central angle of 04°30'14"; thence Easterly 52.51feet along the arc of said curve to a to the end of said curve; thence run N18°44'26"E a distance of 11S.OO feet to the beginning of a non-tangent curve concave Northerly and having a radius of 553.00 feet and a central angle of 19°40'2S"; thence from a tangent bearing of S71°15'34"E run Easterly 189.88 feet along the arc of said curve to a to the end of said curve; thence run N89°04'01"E a distance of 17.12 feet; thence run S45°55'59"E a distance of 19.80 feet; thence run N89°04'01"E a distance of 123.72 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°42'43"; thence Southeasterly
39.58 feet along the arc of said curve to a to the end of said curve; thence run S00°13'16"E a distance of 591.81feet;thence runS89°46'43"W a distance of 300.00 feet; thence run S00°13'16"E a distance of 307.91 feet; thence run N89°31'01"E a distance of 300.00 feet; thence run 500°13'16"E a distance of 35.13 feet; thence run S44°38'57"W a distance of 42.33 feet; thence run S89°31'09"W a distance of 1144.21feet to a to the point of beginning. Containing: 17.253 acres, more or less.

LESS TRACT J
COMMENCE at POINT "A" thence run N26°33'37"E 68.78 to the POINT OF BEGINNING; thence run S87°27'26"E a distance of 78.23 feet; thence run N85°13'28"E a distance of 98.30 feet; thence run

S37°41'20"W a distance of 49.67 feet; thence run S11631'01"W a distance of 79.46 feet; thence run S02°41'20"W a distance of 87.72 feet; thence run SS2°42'3S"W a distance of 18.68 feet; thence run S00°29'37"W a distance of 21.28 feet; thence run S03°16'44"E a distance of 41.73 feet; thence run S28°32'3G"E a distance of 33.84 feet; thence run S82°38'1S"E a distance of 34.18 feet; thence run S82°31'21"E a distance of 36.S4 feet; thence run N89°31'09"E a distance of 190.49 feet; thence run N00°42'27"E a distance of 5.06 feet; thence run N89°31'09"E a distance of 46.84 feet; thence run N14°0S'01"E a distance of 18.71 feet; thence run N37°34'1S"W a distance of 66.19 feet; thence run N32°01'44"W a distance of 15.38 feet; thence run N20°4G'13"W a distance of 61.86 feet; thence run N14°23'22"W a distance of S0.34 feet; thence run N00°40'41"E a distance of 39.56 feet; thence run N10°30'S9"W a distance of 26.48 feet; thence run N03°0S'28"W a distance of 38.30 feet to a to the Point of Beginning. Containing: 2.226 acres, more or less.

AND LESS TRACTE
COMMENCE at POINT "C" thence run N02°14'37"W 34.S4 to the POINT OF BEGINNING; thence run N37°57'28"W a distance of 27.04 feet; thence run N58°15'19"W a distance of 32.27 feet; thence run N79°18'36"E a distance of 29.47 feet; thence run N37°S7'28"W a distance of 14.00 feet; thence run N47°45'29"E a distance of 14.45 feet; thence run S79°18'36"W a distance of 44.33 feet; thence run N37°57'28"W a distance of 12.10 feet; thence run N48°25'10"E a distance of 41.09 feet; thence run N89°04'01"E a distance of 29.98 feet; thence run N47°45'29"E a distance of 10.09 feet; thence run N00°55'59"W a distance of 34.43 feet; thence run N25°22'02"E a distance of 64.68 feet; thence run N76°13'47"E a distance of SS.83 feet; thence run S71°06'00"E a distance of 50.47 feet; thence run N22°10'24"E a distance of 60.69 feet; thence run N00°S5'S9"W a distance of 77.83 feet; thence run NS0°26'14"E a distance of 44.35 feet; thence run S80°01'54"E a distance of 52.98 feet; thence run N86°32'09"E a distance of 81.20 feet; thence run S46°20'43"E a distance of 31.82 feet; thence run S08°21'34"W a distance of S7.1S feet; thence run S38°39'07"E a distance of 23.41 feet; thence run S11°19'34"W a distance of 6.53 feet; thence run S38°39'07"E a distance of 10.30 feet; thence run S66°45'20"E a distance of 21.26 feet; thence run S47°44'02"E a distance of 122.16 feet; thence run S12°03'48"W a distance of 107.02 feet; thence run S18°SS'08"W a distance of 101.2S feet; thence run

radius of 25.00 feet and a central angle of 108°19'46"; thence Northwesterly 47.27 feet along the arc of said curve to a to the end of said curve; thence run S89°31'09"W a distance of 319.42 feet; thence run N00°28'51"W a distance of 86.00 feet; thence run N89°31'09"E a distance of 158.96 feet to the beginning of a tangent curve concave Southerly and having a radius of 75.00 feet and a central angle of 33°2S'29"; thence Southeasterly 43.75 feet along the arc of said curve to the end of said curve; thence run S57°03'22"E a distance of 20.32 feet to the beginning of a tangent curve concave Northerly and having a radius of 75.00 feet and a central angle of 33°25'29"; thence Southeasterly 43.75 feet alongthe arc of said curve to the end of said curve; thence run N89°31'09"E a distance of 100.86 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 67°57'08"; thence Northeasterly
29.65 feet along the arc of said curve to the end of said curve; thence run N21°34'01"E a distance of 231.93 feet to the beginning of a tangent curve concave Westerly and having a radius of 200.00 feet and a central angle of 22°30'00"; thence Northerly 78.54 feet along the arc of said curve to the end of said curve; thence run N00°55'S9"W a distance of 173.67 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 89°S6'02"; thence Northwesterly 39.24 feet along the arc of said curve to the end of said curve; thence run S89°07'59"W a distance of 666.47 feet; thence run N00°52'01"W a distance of S0.00 feet to the beginning of a non-tangent curve concave Northwesterly and having a radius of 25.00 feet; thence from a tangent Bearing of N89°07'59"E run Northeasterly 39.47 feet through a central angle of 90°27'00" to the end of said curve; thence run N89°34'59"E a distance of 50.00 feet to the beginning of a non-tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 89°33'00"; thence Southeasterly 39.07 feet along the arc of said curve to the end of said curve; thence run N89°07'S9"E a distance of l.50.00 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°27'00"; thence Northeasterly
39.47 feet along the arc of said curve to the end of said curve; thence run N89°34'59"E a distance of S0.00 feet to the beginning of a non-tangent curve concave Northeasterly and having a radius of 25.00 feet anda central angle of 89°33'00"; thence from a tangent bearing of S01°19'01"E run Southeasterly 39.07 feet along the arc of said curve to the end of said curve; thence run N89°07'59"E a distance of316.34 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°03'58"; thence Northeasterly 39.30 feet along the arc of said curve to the end of said curve; thence

a distance of 144.57 feet to the beginning of a tangent curve concave Southerly and having a radius of
197.00 feet and a central angle of 24°10'39"; thence Westerly 83.13 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 411.22 feet to the beginning of a tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run S00°55'S9"E a distance of 506.69 feet to the beginning of a tangent curve concave Westerly and having a radius of 250.00 feet and a central angle of 22°30'00"; thence Southerly 98.17 feet along the arc of said curve to the end of said curve; thence run S21°34'01"W a distance of 202.22 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet anda central angle of 112°02'52"; thence run Southeasterly
48.89 feet along the arc of said curve to the end of said curve; thence run N89°31'09"E a distance of 589.69 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Northeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 5.59 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 65°50'08"; thence Northvvesterly
28.73 feet along the arc of said curve to the end of said curve and the beginning of a reverse curve concave Northeasterly and having a radius of 100.00 feet and a central angle of 39°05'42"; thence Northwesterly
68.23 feet along the arc of said curve to the end of said curve; thence run N27°13'17"W a distance of 15.53 feet to the beginning of a tangent curve concave Easterly and having a radius of 250.00 feet and a central angle of 26°44'26"; thence Northwesterly 116.68 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 55.77 feet to the beginning of a tangent curve concave Southerly and having a radius of 70.00 feet and a central angle of 169°45'12"; thence Easterly 207.39 feet along the arc of said curve to the end of said curve and the beginning of a compound curve concave Westerly and having a radius of 500.00 feet and a central angle of 10°14'48"; thence Southerly 89.42 feet along the arc of said curve to the end of said curve and Point uB"; thence run S00°28'51"E a distance of 144.28 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N89°31'09"E a distance of 52.78 feet; thence run S00°28'51"E a distance of 86.00 feet; thence run S89°31'09"W a distance of 782.98 feet to the beginning of a tangent curve concave Southeasterly and

36.00 feet to a to the POINT OF BEGINNING, said point being on said right of way line and continue along said right of way line the following courses and distances; thence run S00°28'51"E a distance of 109.88 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 10.00 feet and a central angle of 114°04'36"; thence Southwesterly 19.91feet along the arc of said curve to the end of said curve to the beginning of a compound curve concave Northeasterly and having a radius of 64.00 feet and a central angle of 39°02'45"; thence run Northwesterly 43.61feet along the arc of said curve to a to the end of said curve; thence run N27°13'17"\N a distance of 15.53 feet to the beginning of a tangent curve concave Easterly and having a radius of 214.00 feet and a central angle of 26°44'26"; thence Northerly 99.98 feet along the arc of said curve to the end of said curve; thence run N00°28'S1"\N a distance of 55.77 feet to the beginning of a tangent curve concave Southerly and having a radius of 34.00 feet and a central angle of 169°45'12"; thence run Easterly 100.73 feet along the arc of said curve the end of said curve and the beginning of a compound curve concave Westerly and having a radius of 464.00 feet and a central angle of 10°14'48"; thence Southerly 82.98 feet along the arc of said curve to the end of said curve and the Point of Beginning. Containing: 0.321acres, more or less.

IN AGGREGATE CONTAINING: 13.061acres, more or less.
RELEASE OF RESTRICTIONS ON THE KEPLER ROAD COMMUNITY DEVELOPMENT DISTRICT'S RIGHT TO USE AND RELV UPON DRAWINGS, PLANS, SPECIFICATIONS AND RELATED DOCUMENTS CREATED OR UNDERTAKEN IN CONNECTION WITH THE CONSTRUCTION OF CERTAIN INFRASTRUCTURE IMPROVEMENTS
THIS WARRANTY AND RELEASE is made the /7 day of ]).p CR. .2024. by Kelly, Collins & Gentry, Inc., whose address is 1700 North Orange Avenue, Suite 400, Orlando. Florida 32804 ("Professional"), in favor of the Kepler Road Community Development District ("District"). which is a local unit of special-purpose government situated in the City of Deland, Florida. and having offices located at 219 E. Livingston Street, Orlando, Florida 32801.

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

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

SECTION 3. RELEASES. Premised upon the District's agreement to make no revIsIons or modifications to the Work Product without prior written permission of Professional. Professional confirms the release of all restrictions upon the District's right to use and rely upon the Work Product for purposes for which it is intended. Professional hereby affirmatively agrees that the Work identified in Exhibit A is free of all claims. security agreement, encumbrances or liens, to the best of our knowledge.

SECTION 4.	CERTIFICATE OF PAYMENT. Professional hereby acknowledges that it has been fully compensated for its services and work related to completion of the Work Product. Professional further certifies that no outstanding requests for payment exist related to the Work Product identified in Exhibit A and that there is no disagreement as to the appropriateness of payment made for the Work Product. This document shall constitute a final waiver and release of lien for any payments due to Professional by Landowner and/or the District for the Work Product identified in Exhibit A.

SECTION 5.	EFFECTIVE DATE. This Warranty and Release shall take effect upon execution.

WITNESSES

Gc..br;eIle	Mosu,):o
[print name]
EXHIBIT A

Engineering by Kelly, Collins & Gentry, Inc.: The work product associated with this Release & Warranty include due diligence review and report, site plans, construction and development drawings, plans and specifications, zoning approvals, entitlements, permits, drainage rights, and similar or equivalent private and governmental documents associated with development of stormwater improvements, conservation, entry signage/monumentation, and open space improvements for the portion of development known as Trinity Gardens Phase 1, as more particularly described in that Engineering Fee Proposal dated June 8, 2021, submitted by Kelly, Collins & Gentry, Inc. as approved and accepted by Hanover Land Company, LLC, affiliate of TLC Trinity Gardens, LLC, assignee to that Assignment of Proceeds of Kepler Road Community Development District Capital Improvement Revenue Bonds, Series 2024 ("Bonds"), to be effective on or around closing date for Bonds.

RELEASE OF RESTRICTIONS ON THE KEPLER ROAD COMMUNITY DEVELOPMENT DISTRICT'S RIGHT TO USE AND RELY UPON DRA\NINGS, PLANS, SPECIFICATIONS AND RELATED DOCUMENTS CREATED OR UNDERTAKEN IN CONNECTION \NITH THE CONSTRUCTION OF CERTAIN INFRASTRUCTURE IMPROVEMENTS
THIS \NARRANTY AND RELEASE is made thet 2.,...,day of ' c:::::._- 2024, by Blue Ox Enterprises, LLC, whose address is 500 North Way, Sanford, Florida 32773 (' Professional"), in favor of the Kepler Road Community Development District ("District"), which is a local unit of special-purpose government situated in the City of DeLand, Florida, and having offices located at 219 East Livingston Street, Orlando, Florida 32801.

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

SECTION 2. USE OF \NORK PRODUCT. Professional acknowledges that the Landowner may in the future convey the Work Product to the District and for thatpurpose hasrequested Professional to confirm therelease of all restrictions on the District's right to useand rely upon the Work Product.

SECTION 3.  RELEASES. Premised upon the District's agreement to make no revisions or modifications to the Work Product without prior written permission of Professional, Professional confirms the release of all restrictions upon the District's right to useandrely upon the Work Product for any and

EXHIBIT A

As-builts for following improvements constructed pursuant to that Project Work Agreernent: between Landsea Homes of Florida LLCand Blue Ox Enterprises, dated 7/10/2023, asamended and supplemented by Change Order Request dated 1/10/2024 and Change Order Request dated 4/18/2024:

Trinity Gardens Phase1 Master Improvements:

Stormwater Improvements: All ponds/stormwater management facilities, together with master drainage pipes, including but not limited to structures, inlets, manholes, mitered end sections, headwalls, water control structures catch-basins and related storrnwater facilities, in and for the development Trinity Gardens Phase 1, all located on portions of the real property described in the following legal description:
Tract B of the preliminary plat known Trinity Gardens Phase 1 to be recorded in Official Records of Volusia
County, Florida, moreparticularly described as follows:

That part of Section 14, Township 17 South, Range 30 East Volusia County, Florida being moreparticularly described as follows.

COMMENCE at the Southeast corner of the Northeast 1/4 of the Southeast 1/4 of Section 14, Township 17 South, Range 30 East Volusia County, Florida, thence run N88°S8'4S"E a distance of 40.8S feet; thence run S26°14'04"E a distance of 64.11 feet; thence run S10°S0'33"E a distance of SS.88 feet; thence run S06°26'25"E a distance of 47.71 feet; thence run S66°45'20"E a distance of 117.8S feet; thence run N85°44'49"E a distance of 35.04 feet; thence run N20°26'08"E a distance of 76.3S feet; thence run N20°13'29"E a distance of 12.68 feet; thence run N00°09'S7"E a distance of 27.97 feet; thence run

S44°37'16"E a distance of 28.02 feet; thence run S23°42'46"E a distance of 63.22 feet; thence run S00°56'16"E a distance of 25.83 feet; thence run S23°42'46"E a distance of 63.67 feet; thence run S00°56'16"E a distance of 286.48 feet to a to the Point of Beginning.

CONTAINING: 6.990 acres, more or less. TOGETHER WITH:
Tract D of the preliminary plat known Trinity Gardens Phase1 to be recorded in Official Records of Volusia
County, Florida, more particularly described as follows:

That part of Section 14, Township 17 South, Range 30 East Volusia County, Florida being more particularly described as follows:
COMMENCE at the Southwest corner of the Southeast 1/4 of Section 14, Township 17 South, Range 30 East Volusia County, Florida, thence N89°31'09''E 736.35 feet along the South boundary of the Southeast 1/4 of said Section 14 for the POINT OF BEGINNING, said point being the beginning of a non-tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence from a tangent bearing of S89°31'09"W run Northwesterly run 39.27 feet along the arc of said curve to the end of said curve; thence run N00°28'S1"W a distance of 109.24 feet to the beginning of a tang-ent curve concave Easterly and having a radius of 150.00 feet and a central angle of 22°02'52"; thence run Northerly 57.72 feet along the arc of said curve to a to the end of said curve; thence run N21°34'01"E a distance of 14.93 feet to the beginning of a tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 63°18'22"; thence run Northeasterly 37.62 feet along the arc of said curve to a to the end of said curve; thence run S00°28'51"E a distance of 114.92 feet; thence run N89°31'09"E a distance of

170.00 feet; thence run S89°04'01"W a distance of 5.00 feet; thence run N00°55'59"W a distance of 50.00 feet to POINT "C"(SEE LESS TRACT E); thence run S89°04'01"W a distance of 115.00 feet; thence run N00°S5'59"W a distance of 134.15 feet; thence run N89°04'01"E a distance of 115.00 feet; thence run N00°S5'59"W a distance of 60.00 feet; thence run N89°04'01"E a distance of 5.00 feet; thence run N00°55'59"W a distance of 70.00 feet; thence run N89°04'01"E a distance of 120.00 feet; thence run N00°S5'59"W a distance of 120.00 feet; thence run N89°04'01''E a distance of 196.23 feet to the beginning of a tangent curve concave Southerly and having a radius of 197.00 feet and a central angle of 24°10'39"; thence Easterly 83.13 feet along the arc of said curve to a to the end of said curve; thence run S66°45'20"E a distance of 19.59 feet; thence run S23°14'40"W a distance of 115.00 feet; thence run S66°45'20"E a distance of 124.98 feet to the beginning of a tangent curve concave Northerly and having a radius of 668.00 feet and a central angle of 04°30'14"; thence Easterly 52.51feet along the arc of said curve to a to the end of said curve; thence run N18°44'26"E a distance of 115.00 feet to the beginning of a non-tangent curve concave Northerly and having a radius of 553.00 feet and a central angle of 19°40'25"; thence frorn a tangent bearing of S71°15'34"E run Easterly 189.88 feet along the arc of said curve to a to the end of said curve; thence run N89°04'01"E a distance of 17.12 feet; thence run S45°55'59"E a distance of 19.80 feet; thence run N89°04'01"E a distance of 123.72 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°42'43"; thence Southeasterly
39.58 feet along the arc of said curve to a to the end of said curve; thence run S00°13'16"E a distance of 591.81feet; thence run S89°46'43"W a distance of 300.00 feet;thence run S00°13'16"E a distance of 307.91 feet; thence run N89°31'01"E a distance of 300.00 feet; thence run S00°13'16"E a distance of 35.13 feet; thence run S44°38'57"W a distance of 42.33 feet; thence run S89°31'09"W a distance of 1144.21 feet to a to the point of beginning. Containing: 17.2S3 acres, more or less.

LESS TRACT J
COMMENCE at POINT "A" thence run N26°33'37"E 68.78 to the POINT OF BEGINNING; thence run

S64°09'07"W a distance of 66.27 feet; thence run S09°12'03"W a distance of 84.05 feet; thence run S37°41'20"\IV a distance of 49.67 feet; thence run S11°31'01"\IV a distance of 79.46 feet; thence run S02°41'20"\IV a distance of 87.72 feet; thence run S52°42'35"W a distance of 18.68 feet; thence run S00°29'37"W a distance of 21.28 feet; thence run S03°16'44"E a distance of 41.73 feet; thence run S28°32'36"E a distance of 33.84 feet; thence run S82°38'15"E a distance of 34.18 feet; thence run S82°31'21"E a distance of 36.54 feet; thence run N89°31'09"E a distance of 190.49 feet; thence run N00°42'27"E a distance of 5.06 feet; thence run N89°31'09"E a distance of 46.84 feet; thence run N14°05'01"E a distance of 18.71 feet; thence run N37°34'15"\IV a distance of 66.19 feet; thence run N32°01'44"W a distance of 15.38 feet; thence run N20°46'13"W a distance of 61.86 feet; thence run N14°23'22"\N a distance of 50.34 feet; thence run N00°40'41"E a distance of 39.56 feet; thence run N10°30'59"W a distance of 26.48 feet; thence run N03°05'28"W a distance of 38.30 feet to a to the Point of Beginning. Containing: 2.226 acres, more or less.

AND LESS TRACTE
COMMENCE at POINT "C" thence run N02°14'37"W 34.54 to the POINT OF BEGINNING; thence run N37°57'28"W a distance of 27.04 feet; thence run N58°15'19"W a distance of 32.27 feet; thence run N79°18'36"E a distance of 29.47 feet; thence run N37°57'28"W a distance of 14.00 feet; thence run N47°45'29"E a distance of 14.45 feet; thence run S79°18'36"W a distance of 44.33 feet; thence run N37°57'28"\IV a distance of 12.10 feet; thence run N48°25'10"E a distance of 41.09 feet; thence run N89°04'01"E a distance of 29.98 feet; thence run N47°45'29"E a distance of 10.09 feet; thence run N00°55'59"W a distance of 34.43 feet; thence run N25°22'02"E a distance of 64.68 feet; thence run N76°13'47"E a distance of 55.83 feet; thence run S71°06'00"E a distance of 50.47 feet; thence run N22°10'24"E a distance of 60.69 feet; thence run N00°55'59"W a distance of 77.83 feet; thence run N80°26'14"E a distance of 44.35 feet; thence run S80°01'54"E a distance of 52.98 feet; thence run N86°32'09"E a distance of 81.20 feet; thence run S46°20'43"E a distance of 31.82 feet; thence run

and distances Northeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 109.24 feet to the beginning of a tangent curve concave Easterly and having a radius of 200.00 feet anda central angle of 18°19'46"; thence Northerly 63.98 feet along the arc of said curve to the end of said curve and the beginning of a reverse curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 108°19'46"; thence Northwesterly 47.27 feet along the arc of said curve to a to the end of said curve; thence run S89°31'09"W a distance of 319.42 feet; thence run N00°28'S1"W a distance of 86.00 feet_; thence run N89°31'09"E a distance of 158.96 feet to the beginning of a tangent curve concave Southerly and having a radius of 75.00 feet and a central angle of 33°25'29"; thence Southeasterly 43.75 feet along the arc of said curve to the end of said curve; thence run S57°03'22"E a distance of 20.32 feet to the beginning of a tangent curve concave Northerly and having a radius of 75.00 feet anda central angle of 33°25'29"; thence Southeasterly 43.75 feet along the arc of said curve to the end of said curve; thence run N89°31'09"E a distance of 100.86 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 67°57'08"; thence Northeasterly
29.65 feet along the arc of said curve to the end of said curve; thence run N21°34'01"E a distance of 231.93 feet to the beginning of a tangent curve concave Westerly and having a radius of 200.00 feet anda central angle of 22°30'00"; thence Northerly78.54 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 173.67 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 89°56'02"; thence Northwesterly 39.24 feet along the arc of said curve to the end of said curve; thence run S89°07'59"W a distance of 666.47 feet; thence run N00°52'01"W a distance of 50.00 feet to the beginning of a non-tangent curve concave Northwesterly and having a radius of 25.00 feet; thence from a tangent Bearing of N89°07'59"E run Northeasterly 39.47 feet through a central angle of 90°27'00" to the end of said curve; thence run N89°34'59"E a distance of 50.00 feet to the beginning of a non-tangent curve concave Northeasterly and havinga radius of 2S.00 feet and a central angle of 89°33'00"; thence Southeasterly 39.07 feet along the arc of said curve to the end of said curve; thence run N89°07'59"E a distance of 150.00 feet to the beginning of a tangent curve concave

the arc of said curve to the end of said curve; thence run S00°13'16"E a distance of 117.00 feet to the beginning of a non-tangent curve concave Southwesterly and having a radius of 2S.00 feet and a central angle of 90°42'43"; thence from a tangent bearing of N00°13'16"W run Northwesterly 39.58 feet along the arc of said curve to the end of said curve; thence run S89°04'01"\N a distance of 123.72 feet; thence run N45°55'S9"\N a distance of 19.80 feet; thence run S89°04'01"\N a distance of 17.12 feet to the beginning of a tangent curve concave Northerly andhaving a radius of S53.00 feet and a central angle of 24°10'39"; thence Westerly 233.35 feet along the arc of said curve to the end of said curve; thence run N66°4S'20"W a distance of 144.57 feet to the beginning of a tangent curve concave Southerly and having a radius of
197.00 feet and a central angle of 24°10'39"; thence Westerly 83.13 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 411.22 feet to the beginning of a tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run S00°55'59"E a distance of 506.69 feet to the beginning of a tangent curve concave Westerly and having a radius of 2S0.00 feet and a central angle of 22°30'00"; thenceSoutherly 98.17 feet along the arc of said curve to the end of said curve; thence run S21°34'01"W a distance of 202.22 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet anda central angle of 112°02'52"; thence run Southeasterly
48.89 feet alongthe arc of said curve to the end of said curve; thence run N89°31'09"E adistance of 589.69 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°00'00°; thence run Northeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 5.59 feet to the beginning of a tangent curve concave Southwesterly and having aradius of 25.00 feet and a central angle of 65°50'08"; thence Northwesterly
28.73 feet along the arc of said curve to the end of said curve and the beginning of a reverse curve concave
Northeasterly and having a radius of 100.00 feet and a central angle of 39°05'42"; thence Northwesterly
68.23 feet along the arc of said curve to the end of said curve; thence run N27°13'17"W a distance of 15.53 feet to the beginning of a tangent curve concave Easterly and having a radius of 250.00 feet and a central

distance of 371.34 feet to the beginning of a tangent curve concave Northwesterly and having a radius of
25.00 feet and a central angle of 90°00'00"; thence Southwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 200.00 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Northwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 371.34 feet to a to the Point of Beginning. Containing: 2.406 acres, more or less.

AND

COMMENCE at the aforesaid Point "B", thence leaving said right of wayline run N89°31'09"E a distance of
36.00 feet to a to the POINT OF BEGINNING, said point being on said right of way line and continue along said right of wayline the following courses and distances; thence run S00°28'51"E a distance of 109.88 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 10.00 feet and a central angle of 114°04'36"; thence Southwesterly 19.91feet along the arc of said curve to the end of said curve to the beginning of a compound curve concave Northeasterly and having a radius of 64.00 feet and a central angle of 39°02'45"; thence run Northwesterly 43.61feet along the arc of said curve to a to the end of said curve; thence run N27°13'17"W a distance of 15.53 feet to the beginning of a tangent curve concave Easterly and having a radius of 214.00 feet and a central angle of 26°44'26"; thence Northerly 99.98 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 55.77 feet to the beginning of a tangent curve concave Southerly andhaving a radius of 34.00 feet and a central angle of 169°45'12"; thence run Easterly 100.73 feet along the arc of said curve the end of said curve and the beginning of a compound curve concave Westerly and having a radius of 464.00 feet and a central angle of 10°14'48"; thenceSoutherly 82.98 feet along the arc of said curve to the end of said curve and the Point o-f Beginning. Containing:0.321 acres, more or less.
BILL OF SALE

KNOW ALL MEN BY THESE PRESENTS, that Landsea Homes of Florida LLC, a Delaware limited liability company, whose address for purposes hereof is 2420 S. Lakemont Avenue, Suite 450, Orlando, Florida 32814 ("Seller"), and in consideration of the sum of Ten Dollars ($10.00) and other valuable consideration, to it paid by the Kepler Road Community Development District, a local unit of special-purpose government established pursuant to Chapter 190, Florida Statutes ("District") whose address is 219 East Livingston Street, Orlando, Florida 32801, the receipt whereof is hereby acknowledged, has granted, bargained, sold, transferred and delivered, and by these presents does grant, bargain, sell, transfer, and deliver unto the District, its successors and assigns, the following described property, assets and rights, to-wit:
SEE EXHIBIT A ("PROPERTY")

TO HAVE AND TO HOLD all of the foregoing unto the District, its successors and assigns, for its own use forever, free and clear and discharged of and from any and all obligations, claims or liens.
AND the Seller does hereby covenant to and with the District, its successors and assigns, that they are the lawful owners of the above-described personal property and assets; that said personal property and assets are free from all liens and encumbrances; that Seller has good right to sell said personal property and assets; that all contractors, subcontractors and material men furnishing labor or materials relative to the construction of the personal property and assets have been paid in full; and that Seller will warrant and defend the sale of its said personal property and assets hereby made, unto the District, its successors and assigns, against the lawful claims and demands of all persons whosoever.
[signature contained on following page]
IN WITNESS WHEREOF, the Seller has caused this instrument to be executed in its name to be effective as of December 11, 2024, regardless of the date of actual signing of this document.

Signed, sealed and delivered in the presence of:

LANDSEA HOMES OF FLORIDA LLC,
a Delaware limited liability company

Witnessed:

By:	

D .-,-'-(-.-
Print Name	a_n_1_e_1_a_1ser
--14,I--'------ 

STATE OF -F-lo-rid-a
---
COUNTY OF 	 _

Ihereby certify that on this day, before me by means of□physical pre ence or D online notarization, an officer duly authorized to  take acknowledgments,·i)ct..'l',j  k:.c	 as
\Cf 	of Landsea Homes of Florida LLC, a Delaware limited liability company, on
behalf of the company, who executed the foregoing instrument, acknowledged before me that he executed the same on behalf of the foregoing entity and was identified in the manner indicated below.

Witness my hand and official seal this

Personally known:_	­
Produced Identification:------- Type of Identification:	

EXHIBIT A:	DESCRIPTION OF IMPROVEMENTS
EXHIBIT A
Acquisition Costs:

Improvement	Contract/ Invoices	Total Contract Costs1	Eligible Costs2	Retalnage and Balance to Finish	Requisition Amount'	
Stormwater, Potable Water, Reclaimed Water, and Roadway Improvements	Blue Ox Enterprises, LLC	$8,814,741.96	$7,026,991.06	$477,157.19	$6,549,833.87	
	Total:	$8,814,741.96	$7,026,991.06
(NTE Acquisition Cost)	$477,157.19	$6,549,833.87	
1 Total project costs under the applicable Contract, including any and all change orders and work authorizations, as applicable
2 Portion of Total Contract Cost eligible for payment from bond proceeds and within the scope of the current acquisition, also referred to as "NTE Acquisition Cost"
3 Portion of NTE Acquisition Cost paid to date for Requisition to Series 2024 Acquisition and Construction Fund, when available

Description of Improvements to be Acquired and Location:

Trinity Gardens Phase 1 Master Improvements:

Stormwater Improvements: All ponds/stormwater management facilities, together with master drainage pipes, including but not limited to structures, inlets, manholes, mitered end sections, headwalls, water control structures catch-basins and related stormwater facilities, in and for the development Trinity Gardens Phase 1, all located on portions of the real property described in the following legal description:
Tract B of the preliminary plat known Trinity Gardens Phase 1 to be recorded in Official Records of Volusia County, Florida, more particularly described as follows:

That part of Section 14, Township 17 South, Range 30 East Volusia County, Florida being more particularly described as follows.

COMMENCE at the Southeast corner of the Northeast 1/4 of the Southeast 1/4 of Section 14, Township 17 South, Range 30 East Volusia County, Florida, thence run N88°58'45"E a distance of 40.85 feet; thence run 526°14'04"E a distance of 64.11 feet; thence run Sl0°50'33"E a distance of 55.88 feet; thence run S06°26'25"E a distance of 47.71 feet; thence run S66°45'20"E a distance of 117.85 feet; thence run N85°44'49"E a distance of 35.04 feet; thence run N20°26'08"E a distance of 76.35 feet; thence run N20°13'29"E a distance of 12.68 feet; thence run N00°09'57"E a distance of 27.97 feet; thence run N0l001'15"W a distance of 96.17 feet; thence run N88°58'45"E a distance of 334.29 feet to the beginning of a non-tangent curve concave Westerly and having a radius of 3900.00 feet and a central angle of 00°59'04"; thence from a Tangent bearing of S01°12'20"E run 67.02 feet along the arc of said curve to the end of said curve; thence run S00°13'16"E a distance of 184.25 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 89°17'17"; thence run Southwesterly 38.96 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 56.51 feet; thence run N00°55'59"W a distance of 120.00 feet; thence run 589°04'01"W a distance of 99.79 feet to the beginning of a tangent curve concave Northerly and having a radius of 380.00 feet and a central angle of 20°06'05"; thence Westerly 133.32 feet along the arc of said curve to the end of said curve; thence run S19°10'06"W a distance of 120.00 feet to the beginning of a non-tangent curve concave Northerly and having a radius of 500.00 feet and a central angle of 04°04'34"; thence Westerly
35.57 feet along the arc of said curve to the end of said curve; thence run N66°45'20"W a distance of 144.57 feet to the beginning of a tangent curve concave Southerly and having a radius of 250.00 feet and a central
angle of 12°41'09"; thence Westerly 55.35 feet along the arc of said curve to the end of said curve; thence run Nl0°33'31"E a distance of 120.00 feet to the beginning of a non-tangent curve concave Southerly and having a radius of 370.00 feet and a central angle of 11°29'30"; thence run Westerly 74.21 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 16.22 feet; thence run N00°55'59"W a distance of 400.00 feet; thence run S89°04'01"W a distance of 5.00 feet; thence run N00°55'59"W a distance of 50.00 feet; thence run S89°04'01"W a distance of 115.00 feet; thence run N00°55'59"W a distance of 21.34 feet; thence run S89°04'01"W a distance of 500.00 feet; thence run N00°55'59"W a distance of 563.93 feet; thence run S87°19'38"E a distance of 45.57 feet; thence run N84°44'09"E a distance of 38.51 feet; thence run S58°58'36"E a distance of 68.18 feet; thence run S33°04'39"E a distance of 44.12 feet; thence run S39°49'03"E a distance of 63.30 feet; thence run S72°23'07"E a distance of 52.80 feet; thence run S41°42'11"E a distance of 61.35 feet; thence run S27°05'59"E a distance of 67.71 feet; thence run S56°53'34"E a distance of 73.33 feet; thence run S47°07'27"E a distance of 82.44 feet; thence run S69°05'16"E a distance of 30.37 feet; thence run S41°32'02"E a distance of 33.23 feet; thence run S31°59'24"E a distance of 68.52 feet; thence run S38°24'04"E a distance of 71.69 feet; thence run S23°42'46"E a distance of 63.69 feet; thence run S44°37'16"E a distance of 28.02 feet; thence run S23°42'46"E a distance of 63.22 feet; thence run S00°56'16"E a distance of 25.83 feet; thence run S23°42'46"E a distance of 63.67 feet; thence run S00°56'16"E a distance of 286.48 feet to a to the Point of Beginning.

CONTAINING: 6.990 acres, more or less. TOGETHER WITH:
Tract D of the preliminary plat known Trinity Gardens Phase 1 to be recorded in Official Records of Volusia County, Florida, more particularly described as follows:

That part of Section 14, Township 17 South, Range 30 East Volusia County, Florida being more particularly described as follows:

COMMENCE at the Southwest corner of the Southeast 1/4 of Section 14, Township 17 South, Range 30 East Volusia County, Florida, thence N89°31'09"E 736.35 feet along the South boundary of the Southeast 1/4 of said Section 14 for the POINT OF BEGINNING, said point being the beginning of a non-tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence from a tangent bearing of S89°31'09"W run Northwesterly run 39.27 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 109.24 feet to the beginning of a tangent curve concave Easterly and having a radius of 150.00 feet and a central angle of 22°02'52"; thence run Northerly 57.72 feet along the arc of said curve to a to the end of said curve; thence run N21°34'01"E a distance of 14.93 feet to the beginning of a tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 63°18'22"; thence run Northeasterly 37.62 feet along the arc of said curve to a to the end of said curve; thence run S00°28'51"E a distance of 114.92 feet; thence run N89°31'09"E a distance of
780.00 feet; thence run N00°28'51"W a distance of 115.00 feet; thence run N89°31'09"E a distance of 5.00 feet; thence run N00°28'51"W a distance of 86.00 feet; thence run S89°31'09"W a distance of 52.78 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Northwesterly 39.27 feet along the arc of said curve to a to the end of said curve; thence run N00°28'51"W a distance of 2.50 feet; thence run N89°31'09"E a distance of 115.00 feet to POINT "A"(SEE LESS TRACT J); thence run N00°28'51"W a distance of 230.00 feet; thence run S89°31'09"W a distance of 7.84 feet; thence run N00°28'51"W a distance of 60.00 feet; thence run S89°31'09"W a distance of 115.00 feet; thence run S43°24'48"W a distance of 29.54 feet to the beginning of a non-tangent curve concave Southeasterly and having a radius of 70.00 feet and a central angle of 133°53'40"; thence from a tangent bearing of N46°35'11"W run Westerly 163.58 feet along the arc of said curve to a to the end of said curve and POINT "B"(SEE LESS TRACT F); thence run S00°28'51"E a distance of
55.77 feet to the beginning of a tangent curve concave Easterly and having a radius of 250.00 feet and a central angle of 26°44'26"; thence Southerly 116.68 feet along the arc of said curve to a to the end of said
curve; thence run S27°13'17"E a distance of 15.53 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 100.00 feet and a central angle of 39°05'42"; thence Southeasterly
68.23 feet along the arc of said curve to a to the end of said curve and the beginning of a reverse curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 65°50'08"; thence run Southeasterly 28.73 feet along the arc of said curve to a to the end of said curve; thence run S00°28'51"E a distance of 5.59 feet to the beginning of a tangent curve concave Northwesterly and having a radius of
25.00 feet and a central angle of 90°00'00"; thence Southwesterly 39.27 feet along the arc of said curve to a to the end of said curve; thence run S89°31'09"W a distance of 360.00 feet; thence run N00°28'51"W a distance of 115.00 feet; thence run S89°31'09"W a distance of 180.00 feet; thence run S00°28'51"E a distance of 115.00 feet; thence run S89°31'09"W a distance of 49.69 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 112°02'52"; thence Northwesterly 48.89 feet along the arc of said curve to a to the end of said curve; thence run N21°34'01"E a distance of 97.46 feet; thence run N89°04'01"E a distance of 144.85 feet; thence run N00°55'59"W a distance of 60.00 feet; thence run N89°04'01"E a distance of 23.54 feet; thence run N00°55'59"W a distance of 60.00 feet; thence run N89°04'01"E a distance of 10.73 feet; thence run N00°55'59"W a distance of
170.00 feet; thence run S89°04'01"W a distance of 5.00 feet; thence run N00°55'59"W a distance of 50.00 feet to POINT "C"(SEE LESS TRACT E); thence run S89°04'01"W a distance of 115.00 feet; thence run N00°55'59"W a distance of 134.15 feet; thence run N89°04'01"E a distance of 115.00 feet; thence run N00°55'59"W a distance of 60.00 feet; thence run N89°04'01"E a distance of 5.00 feet; thence run N00°55'59"W a distance of 70.00 feet; thence run N89°04'01"E a distance of 120.00 feet; thence run N00°55'59"W a distance of 120.00 feet; thence run N89°04'01"E a distance of 196.23 feet to the beginning of a tangent curve concave Southerly and having a radius of 197.00 feet and a central angle of 24°10'39"; thence Easterly 83.13 feet along the arc of said curve to a to the end of said curve; thence run S66°45'20"E a distance of 19.59 feet; thence run S23°14'40"W a distance of 115.00 feet; thence run S66°45'20"E a distance of 124.98 feet to the beginning of a tangent curve concave Northerly and having a radius of 668.00 feet and a central angle of 04°30'14"; thence Easterly 52.51 feet along the arc of said curve to a to the end of said curve; thence run Nl8°44'26"E a distance of 115.00 feet to the beginning of a non-tangent curve concave Northerly and having a radius of 553.00 feet and a central angle of 19°40'25"; thence from a tangent bearing of 571°15'34"E run Easterly 189.88 feet along the arc of said curve to a to the end of said curve; thence run N89°04'01"E a distance of 17.12 feet; thence run S45°55'59"E a distance of 19.80 feet; thence run N89°04'01"E a distance of 123.72 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°42'43"; thence Southeasterly
39.58 feet along the arc of said curve to a to the end of said curve; thence run S00°13'16"E a distance of
591.81 feet; thence run S89°46'43"W a distance of 300.00 feet; thence run S00°13'16"E a distance of 307.91 feet; thence run N89°31'01"E a distance of 300.00 feet; thence run S00°13'16"E a distance of 35.13 feet; thence run S44°38'57"W a distance of 42.33 feet; thence run S89°31'09"W a distance of 1144.21 feet to a to the point of beginning. Containing: 17.253 acres, more or less.

LESS TRACT J
COMMENCE at POINT "A" thence run N26°33'37"E 68.78 to the POINT OF BEGINNING; thence run S87°27'26"E a distance of 78.23 feet; thence run N85°13'28"E a distance of 98.30 feet; thence run N51°58'26"E a distance of 112.38 feet; thence run N09°40'57"E a distance of 50.21 feet; thence run N06°39'27"W a distance of 97.42 feet; thence run N20°25'56"E a distance of 94.35 feet; thence run N04°24'36"E a distance of 21.51 feet; thence run N09°10'29"W a distance of 68.44 feet; thence run N69°54'14"W a distance of 13.66 feet; thence run S6l051'35"W distance of 21.83 feet; thence run N75°59'08"W a distance of 32.90 feet; thence run N70°02'29"W a distance of 42.16 feet; thence run N74°09'03"W a distance of 44.69 feet; thence run N49°45'35"W a distance of 30.97 feet; thence run N42°50'57"W a distance of 52.71 feet; thence run N30°36'25"W a distance of 31.59 feet; thence run Nl0°49'52"W a distance of 33.54 feet; thence run N27°30'44"W a distance of 30.25 feet; thence run N47°24'18"W a distance of 55.06 feet; thence run N43°58'36"W a distance of 5.37 feet; thence run N76°58'43"W a distance of 15.12 feet; thence run S14°21'17"W a distance of 19.70 feet; thence run N75°38'43"W a distance of 20.00 feet; thence run N14°21'17"E a distance of 19.80 feet; thence run S59°33'22"W a distance of 8.15 feet; thence run S38°51'53"W a distance of 36.44 feet; thence run
S26°30'45"W a distance of 36.92 feet; thence run Sl8°44'26"W a distance of 36.62 feet; thence run N71°28'20"W a distance of 5.00 feet; thence run S26°30'44"W a distance of 4.98 feet; thence run Sl6°23'43"W a distance of 36.70 feet; thence run SlS022'06"E a distance of 51.36 feet; thence run S20°56'45"E a distance of 84.95 feet; thence run S03°29'46"E a distance of 88.44 feet; thence run S23°05'46"E a distance of 35.89 feet; thence run N89°31'09"E a distance of 11.28 feet; thence run S00°28'51"E a distance of 61.07 feet; thence run S57°58'07"E a distance of 9.30 feet; thence run S00°28'51"E a distance of 145.95 feet; thence run S50°53'57"E a distance of 34.08 feet to a to the Point of Beginning. Containing: 3.673 acres, more or less.

AND LESS TRACT F
COMMENCE at POINT "B" thence run N25°02'0111W 25.29 feet to the POINT OF BEGINNING; thence run N37°57'28"W a distance of 27.04 feet; thence run N15°12'36"E a distance of 21.03 feet; thence run N36°23'35"E a distance of 21.38 feet; thence run N53°10'26"E a distance of 23.74 feet; thence run N02°15'08"W a distance of 16.86 feet; thence run N60°49'02"W a distance of 33.84 feet; thence run N36°26'41"W a distance of 22.81 feet; thence run N75°18'30"W a distance of 99.47 feet; thence run S64°09'07"W a distance of 66.27 feet; thence run S09°12'03"W a distance of 84.05 feet; thence run S37°41'20"W a distance of 49.67 feet; thence run Sll 031'01"W a distance of 79.46 feet; thence run S02°41'20"W a distance of 87.72 feet; thence run S52°42'35"W a distance of 18.68 feet; thence run S00°29'37"W a distance of 21.28 feet; thence run S03°16'44"E a distance of 41.73 feet; thence run S28°32'36"E a distance of 33.84 feet; thence run S82°38'15"E a distance of 34.18 feet; thence run S82°31'21"E a distance of 36.54 feet; thence run N89°31'09"E a distance of 190.49 feet; thence run N00°42'27"E a distance of 5.06 feet; thence run N89°31'09"E a distance of 46.84 feet; thence run N14°05'01"E a distance of 18.71 feet; thence run N37°34'15"W a distance of 66.19 feet; thence run N32°01'44"W a distance of 15.38 feet; thence run N20°46'13"W a distance of 61.86 feet; thence run N14°23'22"W a distance of 50.34 feet; thence run N00°40'41"E a distance of 39.56 feet; thence run Nl0°30'59"W a distance of 26.48 feet; thence run N03°05'28"W a distance of 38.30 feet to a to the Point of Beginning. Containing: 2.226 acres, more or less.

AND LESS TRACT E
COMMENCE at POINT "C" thence run N02°14'37"W 34.54 to the POINT OF BEGINNING; thence run N37°57'28"W a distance of 27.04 feet; thence run N58°15'19"W a distance of 32.27 feet; thence run N79°18'36"E a distance of 29.47 feet; thence run N37°57'28"W a distance of 14.00 feet; thence run N47°45'29"E a distance of 14.45 feet; thence run S79°18'36"W a distance of 44.33 feet; thence run N37°57'28"W a distance of 12.10 feet; thence run N48°25'10"E a distance of 41.09 feet; thence run N89°04'01"E a distance of 29.98 feet; thence run N47°45'29"E a distance of 10.09 feet; thence run N00°55'59"W a distance of 34.43 feet; thence run N25°22'02"E a distance of 64.68 feet; thence run N76°13'47"E a distance of 55.83 feet; thence run S71°06'00"E a distance of 50.47 feet; thence run N22°10'24"E a distance of 60.69 feet; thence run N00°55'59"W a distance of 77.83 feet; thence run N80°26'14"E a distance of 44.35 feet; thence run S80°01'54"E a distance of 52.98 feet; thence run N86°32'09"E a distance of 81.20 feet; thence run S46°20'43"E a distance of 31.82 feet; thence run S08°21'34"W a distance of 57.15 feet; thence run S38°39'07"E a distance of 23.41 feet; thence run Sll 019'34"W a distance of 6.53 feet; thence run S38°39'07"E a distance of 10.30 feet; thence run S66°45'20"E a distance of 21.26 feet; thence run S47°44'02"E a distance of 122.16 feet; thence run S12°03'48"W a distance of 107.02 feet; thence run Sl8°55'08"W a distance of 101.25 feet; thence run S82°25'05"W a distance of 92.32 feet; thence run N23°58'58"W a distance of 83.76 feet; thence run N78°43'20"W a distance of 92.79 feet; thence run N52°13'45"W a distance of 43.34 feet; thence run S75°13'10"W a distance of 45.53 feet; thence run S53°22'51"W a distance of 67.49 feet; thence run N76°09'28"W a distance of 74.27 feet to a to the Point of Beginning. Containing: 2.899 acres, more or less.

IN AGGREGATE: 8.455 acres more or less.

Roadway and Water Utility Improvements: Roadway improvements including paving, curb, gutter, storm piping, and sidewalks (collectively, "Roadway Improvements") and all potable water and reclaimed water facilities from the
points of delivery or connection, including the potable water system, fire protection lines and hydrants, publicly owned reclaim water mains and lines, publicly owned pipes, and related equipment (collectively, "Water Utility Improvements"), all constructed in and for the development of Trinity Gardens Phase 1, located in public right-of­ ways to be known as Greenborough Street, Hopefields Street, Fairfields Street, Bee Valley Street, Birdswill Street, Gracebloom Street, as described in the following legal description:

That part of Section 14, Township 17 South, Range 30 East, Volusia County, Florida being more particularly described as follows:

COMMENCE at the Southwest corner of the Southeast 1/4 of Section 14, Township 17 South, Range 30 East Volusia County, Florida, thence N89°31'09E 636.35 feet along the South boundary of the Southeast 1/4 of said Section 14 to the POINT OF BEGINNING, said point being on the West right of way line of Farfields Street, said point is the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence along the right of way lines of Farfields Street, Greenborough Street, Hopefields Street, Gracebloom Street, Birdswill Street and Beevalley Street the following courses and distances Northeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 109.24 feet to the beginning of a tangent curve concave Easterly and having a radius of 200.00 feet and a central angle of 18°19'46"; thence Northerly 63.98 feet along the arc of said curve to the end of said curve and the beginning of a reverse curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 108°19'46"; thence Northwesterly 47.27 feet along the arc of said curve to a to the end of said curve; thence run S89°31'09"W a distance of 319.42 feet; thence run N00°28'51"W a distance of 86.00 feet; thence run N89°31'09"E a distance of 158.96 feet to the beginning of a tangent curve concave Southerly and having a radius of 75.00 feet and a central angle of 33°25'29"; thence Southeasterly 43.75 feet along the arc of said curve to the end of said curve; thence run S57°03'22"E a distance of 20.32 feet to the beginning of a tangent curve concave Northerly and having a radius of 75.00 feet and a central angle of 33°25'29"; thence Southeasterly 43.75 feet along the arc of said curve to the end of said curve; thence run N89°31'09"E a distance of 100.86 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 67°57'08"'; thence Northeasterly
29.65 feet along the arc of said curve to the end of said curve; thence run N21°34'01"E a distance of 231.93 feet to the beginning of a tangent curve concave Westerly and having a radius of 200.00 feet and a central angle of 22°30'00"; thence Northerly 78.54 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 173.67 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 89°56'02"; thence Northwesterly 39.24 feet along the arc of said curve to the end of said curve; thence run S89°07'59"W a distance of 666.47 feet; thence run N00°52'01"W a distance of 50.00 feet to the beginning of a non-tangent curve concave Northwesterly and having a radius of 25.00 feet; thence from a tangent Bearing of N89°07'59"E run Northeasterly 39.47 feet through a central angle of 90°27'00" to the end of said curve; thence run N89°34'59"E a distance of 50.00 feet to the beginning of a non-tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 89°33'00"; thence Southeasterly 39.07 feet along the arc of said curve to the end of said curve; thence run N89°07'59"E a distance of 150.00 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°27'00"; thence Northeasterly
39.47 feet along the arc of said curve to the end of said curve; thence run N89°34'59"E a distance of 50.00 feet to the beginning of a non-tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 89°33'00"; thence from a tangent bearing of S01°19'01"E run Southeasterly 39.07 feet along the arc of said curve to the end of said curve; thence run N89°07'59"E a distance of 316.34 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°03'58"; thence Northeasterly 39.30 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 707.36 feet to Point "A" said point being the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Northwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 106.37 feet to the beginning of a tangent curve concave Southerly and having a radius of 100.00 feet and a central angle of 10°44'13"; thence Westerly 18.74 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 50.60 feet to the beginning of a non-tangent curve
concave Southerly and having a radius of 150.00 feet and a central angle of 07°08'05"; thence from a tangent bearing of N81°55'56"E run Easterly 18.68 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 370.37 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Northeasterly
39.27 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 95.00 feet; thence run N89°04'01"E a distance of 86.00 feet; thence run S00°55'59"E a distance of 566.34 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 111.22 feet to the beginning of a tangent curve concave Southerly and having a radius of 250.00 feet and a central angle of 24°10'39"; thence Southeasterly 105.49 feet along the arc of said curve to the end of said curve; thence run S66°45'20"E a distance of 144.57 feet to the beginning of a tangent curve concave Northerly and having a radius of 500.00 feet and a central angle of 24°10'39"; thence run Easterly 210.99 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 156.29 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 89°17'17"; thence run Northeasterly 38.96 feet along the arc of said curve to the end of said curve; thence run S00°13'16"E a distance of 117.00 feet to the beginning of a non-tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°42'43"; thence from a tangent bearing of N00°13'16"W run Northwesterly 39.58 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 123.72 feet; thence run N45°55'59"W a distance of 19.80 feet; thence run S89°04'01"W a distance of 17.12 feet to the beginning of a tangent curve concave Northerly and having a radius of 553.00 feet and a central angle of 24°10'39"; thence Westerly 233.35 feet along the arc of said curve to the end of said curve; thence run N66°45'20"W a distance of 144.57 feet to the beginning of a tangent curve concave Southerly and having a radius of
197.00 feet and a central angle of 24°10'39"; thence Westerly 83.13 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 411.22 feet to the beginning of a tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run S00°55'59"E a distance of 506.69 feet to the beginning of a tangent curve concave Westerly and having a radius of 250.00 feet and a central angle of 22°30'00"; thence Southerly 98.17 feet along the arc of said curve to the end of said curve; thence run S21°34'01"W a distance of 202.22 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 112°02'52"; thence run Southeasterly
48.89 feet along the arc of said curve to the end of said curve; thence run N89°31'09"E a distance of 589.69 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Northeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 5.59 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 65°50'08"; thence Northwesterly
28.73 feet along the arc of said curve to the end of said curve and the beginning of a reverse curve concave Northeasterly and having a radius of 100.00 feet and a central angle of 39°05'42"; thence Northwesterly
68.23 feet along the arc of said curve to the end of said curve; thence run N27°13'17"W a distance of 15.53 feet to the beginning of a tangent curve concave Easterly and having a radius of 250.00 feet and a central angle of 26°44'26"; thence Northwesterly 116.68 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 55.77 feet to the beginning of a tangent curve concave Southerly and having a radius of 70.00 feet and a central angle of 169°45'12"; thence Easterly 207.39 feet along the arc of said curve to the end of said curve and the beginning of a compound curve concave Westerly and having a radius of 500.00 feet and a central angle of 10°14'48"; thence Southerly 89.42 feet along the arc of said curve to the end of said curve and Point "B"; thence run S00°28'5l"E a distance of 144.28 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N89°31'09"E a distance of 52.78 feet; thence run S00°28'51"E a distance of 86.00 feet; thence run S89°31'09"W a distance of 782.98 feet to the beginning of a tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 67°57'08"; thence run Southerly 29.65 feet along the arc of said curve to the end of said curve; thence run S21°34'01"W a distance of 14.93 feet to the beginning of a tangent curve concave Easterly and having a radius of 150.00 feet and a central angle of 22°02'52";
thence Southerly 57.72 feet along the arc of said curve to the end of said curve; thence run S00°28'51"E a distance of 109.24 feet to the beginning of a tangent curve concave Northeasterly and having a radius of
25.00 feet and a central angle of 90°00'00"; thence Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run S89°31'09"W a distance of 100.00 feet to a to the Point of Beginning. Containing: 10.334 acres, more or less.

AND

BEGIN at the aforesaid Point "A" thence leaving said right of way line run N89°04'01"E a distance of 50.00 feet to a point on said right of way line and continue along said right of way line the following courses and distances; said point being the beginning of a non-tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Northeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 200.00 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run S00°55'59"E a distance of 371.34 feet to the beginning of a tangent curve concave Northwesterly and having a radius of
25.00 feet and a central angle of 90°00'00"; thence Southwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 200.00 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Northwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 371.34 feet to a to the Point of Beginning. Containing: 2.406 acres, more or less.

AND

COMMENCE at the aforesaid Point "B", thence leaving said right of way line run N89°31'09"E a distance of
36.00 feet to a to the POINT OF BEGINNING, said point being on said right of way line and continue along said right of way line the following courses and distances; thence run S00°28'51"E a distance of 109.88 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 10.00 feet and a central angle of 114°04'36"; thence Southwesterly 19.91 feet along the arc of said curve to the end of said curve to the beginning of a compound curve concave Northeasterly and having a radius of 64.00 feet and a central angle of 39°02'45"; thence run Northwesterly 43.61feet along the arc of said curve to a to the end of said curve; thence run N27°13'17"W a distance of 15.53 feet to the beginning of a tangent curve concave Easterly and having a radius of 214.00 feet and a central angle of 26°44'26"; thence Northerly 99.98 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 55.77 feet to the beginning of a tangent curve concave Southerly and having a radius of 34.00 feet and a central angle of 169°45'12"; thence run Easterly 100.73 feet along the arc of said curve the end of said curve and the beginning of a compound curve concave Westerly and having a radius of 464.00 feet and a central angle of 10°14'48"; thence Southerly 82.98 feet along the arc of said curve to the end of said curve and the Point of Beginning. Containing: 0.321 acres, more or less.

IN AGGREGATE CONTAINING: 13.061 acres, more or less.

Description of Work Product to be Acquired:

Any and all site plans, construction and development drawings, plans and specifications, documents, surveys, engineering and soil reports and studies, licenses, permits, zoning approvals, entitlements, permits, drainage rights, bonds, and similar or equivalent private and governmental documents of every kind and character whatsoever pertaining or applicable to or in any way connected with the stormwater improvements, water improvements, of the Kepler Road Community Development District for the portion of development known as Trinity Gardens Phase 1, Site Development Plan permit #PSB22-138
BILL OF SALE

KNOW ALL MEN BY THESE PRESENTS, that Kepler Road Community Development District, a local unit of special purpose government organized under Chapter 190, Florida Statutes, with a mailing address of 219 East Livingston Street, Orlando, Florida 32801 ("Grantor"), and in consideration of the sum of Ten Dollars ($10.00) and other valuable consideration, to it paid by the City of Deland, a political subdivision of the State of Florida ("City"), the receipt whereof is hereby acknowledged, has granted, bargained, sold, transferred and delivered, and by these presents does grant, bargain, sell, transfer, and deliver unto the City, its successors and assigns, the following described property, assets and rights, to-wit:

See Exhibit A.

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

[SIGNATURES TO FOLLOW]
IN WITNESS WHEREOF, the Grantor has caused this instrument to be executed in its name this----41-day of	 te.MW	2024.

Signed, sealed and delivered by:

WITNESSES

By: 	 ..._...<-------<,,--,,,,'------
Name: - --''-= --L..m....c - --
Title: -:	......:l:.M-"-\.tK1-µ._---

By: ---............r--+------:------- Name	:.....i...::.-'=:: [J}.:ir.		_
Title:	 bK.
I
KEPLER ROAD COMMUNITY DEVELOPMENT DISTRICT

STATE OF FLORIDA COUNTY OF (9Q,,\+Jt,i-:2,

The foregoing instrument was acknowledged before me by means oftB"'physical presence or	D	online	notarization	this	 A_.1._	day	of	A.,, k 	2024,	by
ffe "'1, I.cer:t c.>	, as	fWr MAM 	of Kepler Road Community Development
District, who appeared before me this day in person, and who is either personally known to me, or produced 	as identification.

(NOTARY SEAL)
Name: $\.f /  1j1 Cl , de.a·, 5	,Q:Jjo
(Name of Notary Public, Printed, Stamped or Typed as Commissioned)

EXHIBIT A:	DESCRIPTION OF IMPROVEMENTS

Exhibit A

Roadway and Water Utility Improvements: Roadway improvements including paving, curb, gutter, storm piping, and sidewalks {collectively, "Roadway Improvements") and all potable water and reclaimed water facilities from the points of delivery or connection, including the potable water system, fire protection lines and hydrants, publicly owned reclaim water mains and lines, publicly owned pipes, and related equipment {collectively, "Water Utility Improvements"), all constructed in and for the development of Trinity Gardens Phase 1, located in public right-of­ ways to be known as Greenborough Street, Hopefields Street, Fairfields Street, Bee Valley Street, Birdswill Street, Gracebloom Street, as described in the following legal description:

That part of Section 14, Township 17 South, Range 30 East, Volusia County, Florida being more particularly described as follows:

COMMENCE at the Southwest corner of the Southeast 1/4 of Section 14, Township 17 South, Range 30 East Volusia County, Florida, thence N89°31'09E 636.35 feet along the South boundary of the Southeast 1/4 of said Section 14 to the POINT OF BEGINNING, said point being on the West right of way line of Farfields Street, said point is the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence along the right of way lines of Farfields Street, Greenborough Street, Hopefields Street, Gracebloom Street, Birdswill Street and Beevalley Street the following courses and distances Northeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 109.24 feet to the beginning of a tangent curve concave Easterly and having a radius of 200.00 feet and a central angle of 18°19'46"; thence Northerly 63.98 feet along the arc of said curve to the end of said curve and the beginning of a reverse curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 108°19'46"; thence Northwesterly 47.27 feet along the arc of said curve to a to the end of said curve; thence run S89°31'09"W a distance of 319.42 feet; thence run N00°28'51"W a distance of 86.00 feet; thence run N89°31'09"E a distance of 158.96 feet to the beginning of a tangent curve concave Southerly and having a radius of 75.00 feet and a central angle of 33°25'29"; thence Southeasterly 43.75 feet along the arc of said curve to the end of said curve; thence run S57°03'22"E a distance of 20.32 feet to the beginning of a tangent curve concave Northerly and having a radius of 75.00 feet and a central angle of 33°25'29"; thence Southeasterly 43.75 feet along the arc of said curve to the end of said curve; thence run N89°31'09"E a distance of 100.86 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 67°57'08"; thence Northeasterly
29.65 feet along the arc of said curve to the end of said curve; thence run N21°34'01"E a distance of 231.93 feet to the beginning of a tangent curve concave Westerly and having a radius of 200.00 feet and a central angle of 22°30'00"; thence Northerly 78.54 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 173.67 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 89°56'02"; thence Northwesterly 39.24 feet along the arc of said curve to the end of said curve; thence run S89°07'59"W a distance of 666.47 feet; thence run N00°52'01"W a distance of 50.00 feet to the beginning of a non-tangent curve concave Northwesterly and having a radius of 25.00 feet; thence from a tangent Bearing of N89°07'59"E run Northeasterly 39.47 feet through a central angle of 90°27'00" to the end of said curve; thence run N89°34'59"E a distance of 50.00 feet to the beginning of a non-tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 89°33'00"; thence Southeasterly 39.07 feet along the arc of said curve to the end of said curve; thence run N89°07'59"E a distance of 150.00 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°27'00"; thence Northeasterly
39.47 feet along the arc of said curve to the end of said curve; thence run N89°34'59"E a distance of 50.00 feet to the beginning of a non-tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 89°33'00"; thence from a tangent bearing of S01°19'01"E run Southeasterly 39.07 feet along the arc of said curve to the end of said curve; thence run N89°07'59"E a distance of 316.34 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°03'58"; thence Northeasterly 39.30 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 707.36 feet to Point "A" said point being the beginning of a tangent curve
concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Northwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 106.37 feet to the beginning of a tangent curve concave Southerly and having a radius of 100.00 feet and a central angle of 10°44'13"; thence Westerly 18.74 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 50.60 feet to the beginning of a non-tangent curve concave Southerly and having a radius of 150.00 feet and a central angle of 07°08'05"; thence from a tangent bearing of N81°55'56"E run Easterly 18.68 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 370.37 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Northeasterly
39.27 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 95.00 feet; thence run N89°04'01"E a distance of 86.00 feet; thence run S00°55'59"E a distance of 566.34 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 111.22 feet to the beginning of a tangent curve concave Southerly and having a radius of 250.00 feet and a central angle of 24°10'39"; thence Southeasterly 105.49 feet along the arc of said curve to the end of said curve; thence run S66°45'20"E a distance of 144.57 feet to the beginning of a tangent curve concave Northerly and having a radius of 500.00 feet and a central angle of 24°10'39"; thence run Easterly 210.99 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 156.29 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 89°17'17"; thence run Northeasterly 38.96 feet along the arc of said curve to the end of said curve; thence run S00°13'16"E a distance of 117.00 feet to the beginning of a non-tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°42'43"; thence from a tangent bearing of N00°13'16"W run Northwesterly 39.58 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 123.72 feet; thence run N45°55'59"W a distance of 19.80 feet; thence run S89°04'01"W a distance of 17.12 feet to the beginning of a tangent curve concave Northerly and having a radius of 553.00 feet and a central angle of 24°10'39"; thence Westerly 233.35 feet along the arc of said curve to the end of said curve; thence run N66°45'20"W a distance of 144.57 feet to the beginning of a tangent curve concave Southerly and having a radius of
197.00 feet and a central angle of 24°10'39"; thence Westerly 83.13 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 411.22 feet to the beginning of a tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run S00°55'59"E a distance of 506.69 feet to the beginning of a tangent curve concave Westerly and having a radius of 250.00 feet and a central angle of 22°30'00"; thence Southerly 98.17 feet along the arc of said curve to the end of said curve; thence run 521°34'01"W a distance of 202.22 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 112°02'52"; thence run Southeasterly
48.89 feet along the arc of said curve to the end of said curve; thence run N89°31'09"E a distance of 589.69 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Northeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 5.59 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 65°50'08"; thence Northwesterly
28.73 feet along the arc of said curve to the end of said curve and the beginning of a reverse curve concave Northeasterly and having a radius of 100.00 feet and a central angle of 39°05'42"; thence Northwesterly
68.23 feet along the arc of said curve to the end of said curve; thence run N27°13'17"W a distance of 15.53 feet to the beginning of a tangent curve concave Easterly and having a radius of 250.00 feet and a central angle of 26°44'26"; thence Northwesterly 116.68 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 55.77 feet to the beginning of a tangent curve concave Southerly and having a radius of 70.00 feet and a central angle of 169°45'12"; thence Easterly 207.39 feet along the arc of said curve to the end of said curve and the beginning of a compound curve concave Westerly and having a radius of 500.00 feet and a central angle of 10°14'48"; thence Southerly 89.42 feet along the arc of said curve to the end of said curve and Point "B"; thence run S00°28'51"E a distance of 144.28 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southeasterly 39.27 feet along the arc of said curve to the end of said curve;
thence run N89°31'09"E a distance of 52.78 feet; thence run S00°28'51"E a distance of 86.00 feet; thence run S89°31'09"W a distance of 782.98 feet to the beginning of a tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 67°57'08"'; thence run Southerly 29.65 feet along the arc of said curve to the end of said curve; thence run 521°34'01"W a distance of 14.93 feet to the beginning of a tangent curve concave Easterly and having a radius of 150.00 feet and a central angle of 22°02'52"; thence Southerly 57.72 feet along the arc of said curve to the end of said curve; thence run S00°28'51"E a distance of 109.24 feet to the beginning of a tangent curve concave Northeasterly and having a radius of
25.00 feet and a central angle of 90°00'00"; thence Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run S89°31'09"W a distance of 100.00 feet to a to the Point of Beginning. Containing: 10.334 acres, more or less.

AND

BEGIN at the aforesaid Point "A" thence leaving said right of way line run N89°04'01"E a distance of 50.00 feet to a point on said right of way line and continue along said right of way line the following courses and distances; said point being the beginning of a non-tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Northeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 200.00 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run S00°55'59"E a distance of 371.34 feet to the beginning of a tangent curve concave Northwesterly and having a radius of
25.00 feet and a central angle of 90°00'00"; thence Southwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 200.00 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Northwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 371.34 feet to a to the Point of Beginning. Containing: 2.406 acres, more or less.

AND

COMMENCE at the aforesaid Point "B", thence leaving said right of way line run N89°31'09"E a distance of
36.00 feet to a to the POINT OF BEGINNING, said point being on said right of way line and continue along said right of way line the following courses and distances; thence run S00°28'51"E a distance of 109.88 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 10.00 feet and a central angle of 114°04'36"; thence Southwesterly 19.91feet along the arc of said curve to the end of said curve to the beginning of a compound curve concave Northeasterly and having a radius of 64.00 feet and a central angle of 39°02'45 "; thence run Northwesterly 43.61feet along the arc of said curve to a to the end of said curve; thence run N27°13'17"W a distance of 15.53 feet to the beginning of a tangent curve concave Easterly and having a radius of 214.00 feet and a central angle of 26°44'26"; thence Northerly 99.98 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 55.77 feet to the beginning of a tangent curve concave Southerly and having a radius of 34.00 feet and a central angle of 169°45'12"; thence run Easterly 100.73 feet along the arc of said curve the end of said curve and the beginning of a compound curve concave Westerly and having a radius of 464.00 feet and a central angle of 10°14'48"; thence Southerly 82.98 feet along the arc of said curve to the end of said curve and the Point of Beginning. Containing: 0.321 acres, more or less.

IN AGGREGATE CONTAINING: 13.061 acres, more or less.
CERTIFICATE OF DISTRICT ENGINEER TO KEPLER ROAD COMMUNITY DEVELOPMENT DISTRICT
REGARDING TRINITY GARDENS- PHASE 1 IMPROVEMENTS
..D.e.e,. II	2024

Board of Supervisors
Kepler Road Community Development District

Re:		Kepler Road Community Development District Trinity Gardens - Phase 1 Improvements

Ladies and Gentlemen:

The undersigned, a representative of Kelly, Collins & Gentry, Inc. ("District Engineer"), as District Engineer for the Kepler Road Community Development District ("District"), hereby makes the following certifications in connection with an acquisition of certain Trinity Gardens - Phase 1 improvements (collectively, the "Improvements"), as described in Exhibit A attached hereto. The undersigned, an authorized representative of the District Engineer, hereby certifies that:

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

The Improvements are within the scope of the public infrastructure improvements for Phase 1 of the District's capital improvement plan as set forth in the Master Engineer's Report dated February 12, 2024, as amended and supplemented by 2024 Supplemental Engineer's Report
{Phases 1 & 2), dated October 23, 2024 (together, the "Engineer's Report"), as may be amended, for the Kepler Road Community Development District, and specially benefits property within the District as further described in the Engineer's Report.

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

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

Copies of plans, permits and specifications necessary for the future operation and maintenance of the Improvements are complete and on file with the District, and have been transferred, or are capable of being transferred, to the District for future operations and maintenance responsibilities.
With this document, I hereby certify that it is appropriate at this time to acquire the Improvements.

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

Name: Sean Fortier, P.E.

STATE OF FLORIDA
couNrvoF	Ov:anae
J
Sworn to (o.r affirmed) and subscribed before me by means of 1B"physical presence or□ online notarization, this _jl	day of Dee.. rr/:g,r,2024, by Sean Fortier, P.E., an authorized representative of
Kelly, Collins & Gentry, Inc., who [ ] is personally known to me or [ ] produced 	 as identification.

(NOTARY SEAL)

(Name typed, printed or stamped) Notary Public, State of	£/or Commission No. !ft/ 1/{R3/3fa
My Commission Expires: Jl-l:/-:J7
Exhibit A

Acquisition Costs:

Improvement	Contract/ Invoices	Total Contract Costs1	Eligible Costs2	Retainage and Balance to Finish	Requisition Amount3	
Stormwater, Potable Water, Reclaimed Water, and Roadway
Improvements	Blue Ox Enterprises, LLC	$8,814,741.96	$7,026,991.06	$477,157.19	$6,549,833.87	
	Total:	$8,814,741.96	$7,026,991.06
(NTE Acquisition Cost)	$477,157.19	$6,549,833.87	
1 Total project costs under the applicable Contract, including any and all change orders and work authorizations, as applicable
2 Portion of Total Contract Cost eligible for payment from bond proceeds and within the scope of the current
acquisition, also referred to as "NTE Acquisition Cost"
3 Portion of NTE Acquisition Cost paid to date for Requisition to Series 2024 Acquisition and Construction Fund, when available

Description of Improvements to be Acquired and Location:

Trinity Gardens Phase 1 Master Improvements:

Stormwater Improvements: All ponds/stormwater management facilities, together with master drainage pipes, including but not limited to structures, inlets, manholes, mitered end sections, headwalls, water control structures catch-basins and related stormwater facilities, in and for the development Trinity Gardens Phase 1, all located on portions of the real property described in the following legal description:
Tract B of the preliminary plat known Trinity Gardens Phase 1 to be recorded in Official Records of Volusia County, Florida, more particularly described as follows:

That part of Section 14, Township 17 South, Range 30 East Volusia County, Florida being more particularly described as follows.	'

COMMENCE at the Southeast corner of the Northeast 1/4 of the Southeast 1/4 of Section 14, Township 17 South, Range 30 East Volusia County, Florida, thence run N88°58'45"E a distance of 40.85 feet; thence run S26°14'04"E a distance of 64.11 feet; thence run Sl0°50'33"E a distance of 55.88 feet; thence run S06°26'25"E a distance of 47.71 feet; thence run S66°45'20"E a distance of 117.85 feet; thence run N85°44'49"E a distance of 35.04 feet; thence run N20°26'08"E a distance of 76.35 feet; thence run N20°13'29"E a distance of 12.68 feet; thence run N00°09'57"E a distance of 27.97 feet; thence run N0l 001'15"W a distance of 96.17 feet; thence run N88°58'45"E a distance of 334.29 feet to the beginning of a non-tangent curve concave Westerly and having a radius of 3900.00 feet and a central angle of 00°59'04"; thence from a Tangent bearing of S0l012'20"E run 67.02 feet along the arc of said curve to the end of said curve; thence run S00°13'16"E a distance of 184.25 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 89°17'17"; thence run Southwesterly 38.96 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 56.51 feet; thence run N00°55'59"W a distance of 120.00 feet; thence run S89°04'01"W a distance of 99.79 feet to the beginning of a tangent curve concave Northerly and having a radius of 380.00 feet and a central angle of 20°06'05"; thence Westerly 133.32 feet along the arc of said curve to the end of said curve; thence run S19°10'06"W a distance of 120.00 feet to the beginning of a non-tangent curve concave Northerly and having a radius of 500.00 feet and a central angle of 04°04'34"; thence Westerly
35.57 feet along the arc of said curve to the end of said curve; thence run N66°45'20"W a distance of 144.57 feet to the beginning of a tangent curve concave Southerly and having a radius of 250.00 feet and a central
angle of 12°41'09"; thence Westerly 55.35 feet along the arc of said curve to the end of said curve; thence run Nl0°33'31"E a distance of 120.00 feet to the beginning of a non-tangent curve concave Southerly and having a radius of 370.00 feet and a central angle of 11°29'30"; thence run Westerly 74.21 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 16.22 feet; thence run N00°55'59"W a distance of 400.00 feet; thence run S89°04'01"W a distance of 5.00 feet; thence run N00°55'59"W a distance of 50.00 feet; thence run S89°04'01"W a distance of 115.00 feet; thence run N00°55'59"W a distance of 21.34 feet; thence run S89°04'01"W a distance of 500.00 feet; thence run N00°55'59"W a distance of 563.93 feet; thence run S87°19'38"E a distance of 45.57 feet; thence run N84°44'09"E a distance of 38.51 feet; thence run S58°58'36"E a distance of 68.18 feet; thence run S33°04'39"E a distance of 44.12 feet; thence run S39°49'03"E a distance of 63.30 feet; thence run S72°23'07"E a distance of 52.80 feet; thence run S41°42'11"E a distance of 61.35 feet; thence run S27°05'59"E a distance of 67.71 feet; thence run S56°53'34"E a distance of 73.33 feet; thence run S47°07'27"E a distance of 82.44 feet; thence run S69°05'16"E a distance of 30.37 feet; thence run S41°32'02"E a distance of 33.23 feet; thence run S31°59'24"E a distance of 68.52 feet; thence run S38°24'04"E a distance of 71.69 feet; thence run S23°42'46"E a distance of 63.69 feet; thence run S44°37'16"E a distance of 28.02 feet; thence run S23°42'46"E a distance of 63.22 feet; thence run S00°56'16"E a distance of 25.83 feet; thence run S23°42'46"E a distance of 63.67 feet; thence run S00°56'16"E a distance of 286.48 feet to a to the Point of Beginning.

CONTAINING: 6.990 acres, more or less. TOGETHER WITH:
Tract D of the preliminary plat known Trinity Gardens Phase 1 to be recorded in Official Records of Volusia County, Florida, more particularly described as follows:

That part of Section 14, Township 17 South, Range 30 East Volusia County, Florida being more particularly described as follows:

COMMENCE at the Southwest corner of the Southeast 1/4 of Section 14, Township 17 South, Range 30 East Volusia County, Florida, thence N89°31'09"E 736.35 feet along the South boundary of the Southeast 1/4 of said Section 14 for the POINT OF BEGINNING, said point being the beginning of a non-tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence from a tangent bearing of S89°31'09"W run Northwesterly run 39.27 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 109.24 feet to the beginning of a tangent curve concave Easterly and having a radius of 150.00 feet and a central angle of 22°02'52"; thence run Northerly 57.72 feet along the arc of said curve to a to the end of said curve; thence run N21°34'01"E a distance of 14.93 feet to the beginning of a tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 63°18'22"; thence run Northeasterly 37.62 feet along the arc of said curve to a to the end of said curve; thence run S00°28'51"E a distance of 114.92 feet; thence run N89°31'09"E a distance of
780.00 feet; thence run N00°28'51"W a distance of 115.00 feet; thence run N89°31'09"E a distance of 5.00 feet; thence run N00°28'51"W a distance of 86.00 feet; thence run S89°31'09"W a distance of 52.78 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Northwesterly 39.27 feet along the arc of said curve to a to the end of said curve; thence run N00°28'51"W a distance of 2.50 feet; thence run N89°31'09"E a distance of 115.00 feet to POINT "A"(SEE LESS TRACT J); thence run N00°28'51"W a distance of 230.00 feet; thence run S89°31'09"W a distance of 7.84 feet; thence run N00°28'51"W a distance of 60.00 feet; thence run S89°31'09"W a distance of 115.00 feet; thence run S43°24'48"W a distance of 29.54 feet to the beginning of a non-tangent curve concave Southeasterly and having a radius of 70.00 feet and a central angle of 133°53'40"; thence from a tangent bearing of N46°35'11"W run Westerly 163.58 feet along the arc of said curve to a to the end of said curve and POINT "B"(SEE LESS TRACT F); thence run S00°28'51"E a distance of
55.77 feet to the beginning of a tangent curve concave Easterly and having a radius of 250.00 feet and a central angle of 26°44'26"; thence Southerly 116.68 feet along the arc of said curve to a to the end of said
curve; thence run S27°13'17"E a distance of 15.53 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 100.00 feet and a central angle of 39°05'42"; thence Southeasterly
68.23 feet along the arc of said curve to a to the end of said curve and the beginning of a reverse curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 65°50'08"; thence run Southeasterly 28.73 feet along the arc of said curve to a to the end of said curve; thence run S00°28'51"E a distance of 5.59 feet to the beginning of a tangent curve concave Northwesterly and having a radius of
25.00 feet and a central angle of 90°00'00"; thence Southwesterly 39.27 feet along the arc of said curve to a to the end of said curve; thence run S89°31'09"W a distance of 360.00 feet; thence run N00°28'51"W a distance of 115.00 feet; thence run S89°31'09"W a distance of 180.00 feet; thence run S00°28'51"E a distance of 115.00 feet; thence run S89°31'09"W a distance of 49.69 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 112°02'52"; thence Northwesterly 48.89 feet along the arc of said curve to a to the end of said curve; thence run N21°34'01"E a distance of 97.46 feet; thence run N89°04'01"E a distance of 144.85 feet; thence run N00°55'59"W a distance of 60.00 feet; thence run N89°04'01"E a distance of 23.54 feet; thence run N00°55'59"W a distance of 60.00 feet; thence run N89°04'01"E a distance of 10.73 feet; thence run N00°55'59"W a distance of
170.00 feet; thence run S89°04'01"W a distance of 5.00 feet; thence run N00°55'59"W a distance of 50.00 feet to POINT "C"(SEE LESS TRACT E); thence run S89°04'01"W a distance of 115.00 feet; thence run N00°55'59"W a distance of 134.15 feet; thence run N89°04'01"E a distance of 115.00 feet; thence run N00°55'59"W a distance of 60.00 feet; thence run N89°04'01"E a distance of 5.00 feet; thence run N00°55'59"W a distance of 70.00 feet; thence run N89°04'01"E a distance of 120.00 feet; thence run N00°55'59"W a distance of 120.00 feet; thence run N89°04'01"E a distance of 196.23 feet to the beginning of a tangent curve concave Southerly and having a radius of 197.00 feet and a central angle of 24°10'39"; thence Easterly 83.13 feet along the arc of said curve to a to the end of said curve; thence run S66°45'20"E a distance of 19.59 feet; thence run S23°14'40"W a distance of 115.00 feet; thence run S66°45'20"E a distance of 124.98 feet to the beginning of a tangent curve concave Northerly and having a radius of 668.00 feet and a central angle of 04°30'14"; thence Easterly 52.51 feet along the arc of said curve to a to the end of said curve; thence run Nl8°44'26"E a distance of 115.00 feet to the beginning of a non-tangent curve concave Northerly and having a radius of 553.00 feet and a central angle of 19°40'25"; thence from a tangent bearing of S71°15'34"E run Easterly 189.88 feet along the arc of said curve to a to the end of said curve; thence run N89°04'01"E a distance of 17.12 feet; thence run S45°55'59"E a distance of 19.80 feet; thence run N89°04'01"E a distance of 123.72 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°42'43"; thence Southeasterly
39.58 feet along the arc of said curve to a to the end of said curve; thence run S00°13'16"E a distance of
591.81 feet; thence run S89°46'43"W a distance of 300.00 feet; thence run S00°13'16"E a distance of 307.91 feet; thence run N89°31'01"E a distance of 300.00 feet; thence run S00°13'16"E a distance of 35.13 feet; thence run S44°38'57"W a distance of 42.33 feet; thence run S89°31'09"W a distance of 1144.21 feet to a to the point of beginning. Containing: 17.253 acres, more or less.

LESS TRACT J
COMMENCE at POINT "A" thence run N26°33'37"E 68.78 to the POINT OF BEGINNING; thence run S87°27'26"E a distance of 78.23 feet; thence run N85°13'28"E a distance of 98.30 feet; thence run N51°58'26"E a distance of 112.38 feet; thence run N09°40'57"E a distance of 50.21 feet; thence run N06°39'27"W a distance of 97.42 feet; thence run N20°25'56"E a distance of 94.35 feet; thence run N04°24'36"E a distance of 21.51 feet; thence run N09°10'29"W a distance of 68.44 feet; thence run N69°54'14"W a distance of 13.66 feet; thence run S6l051'35"W distance of 21.83 feet; thence run N75°59'08"W a distance of 32.90 feet; thence run N70°02'29"W a distance of 42.16 feet; thence run N74°09'03"W a distance of 44.69 feet; thence run N49°45'35"W a distance of 30.97 feet; thence run N42°50'57"W a distance of 52.71 feet; thence run N30°36'25"W a distance of 31.59 feet; thence run Nl0°49'52"W a distance of 33.54 feet; thence run N27°30'44"W a distance of 30.25 feet; thence run N47°24'18"W a distance of 55.06 feet; thence run N43°58'36"W a distance of 5.37 feet; thence run N76°58'43"W a distance of 15.12 feet; thence run S14°21'17"W a distance of 19.70 feet; thence run N75°38'43"W a distance of 20.00 feet; thence run N14°21'17"E a distance of 19.80 feet; thence run S59°33'22"W a distance of 8.15 feet; thence run S38°51'53"W a distance of 36.44 feet; thence run
S26°30'45"W a distance of 36.92 feet; thence run Sl8°44'26"W a distance of 36.62 feet; thence run N71°28'20"W a distance of 5.00 feet; thence run S26°30'44"W a distance of 4.98 feet; thence run Sl6°23'43"W a distance of 36.70 feet; thence run S15°22'06"E a distance of 51.36 feet; thence run S20°56'45"E a distance of 84.95 feet; thence run S03°29'46"E a distance of 88.44 feet; thence run S23°05'46"E a distance of 35.89 feet; thence run N89°31'09"E a distance of 11.28 feet; thence run S00°28'51"E a distance of 61.07 feet; thence run S57°58'07"E a distance of 9.30 feet; thence run S00°28'51"E a distance of 145.95 feet; thence run S50°53'57"E a distance of 34.08 feet to a to the Point of Beginning. Containing: 3.673 acres, more or less.

AND LESS TRACT F
COMMENCE at POINT "B" thence run N25°02'01"W 25.29 feet to the POINT OF BEGINNING; thence run N37°57'28"W a distance of 27.04 feet; thence run N15°12'36"E a distance of 21.03 feet; thence run N36°23'35"E a distance of 21.38 feet; thence run N53°10'26"E a distance of 23.74 feet; thence run N02°15'08"W a distance of 16.86 feet; thence run N60°49'02"W a distance of 33.84 feet; thence run N36°26'41"W a distance of 22.81 feet; thence run N75°18'30"W a distance of 99.47 feet; thence run S64°09'07"W a distance of 66.27 feet; thence run S09°12'03"W a distance of 84.05 feet; thence run S37°41'20"W a distance of 49.67 feet; thence run Sll 031'01"W a distance of 79.46 feet; thence run S02°41'20"W a distance of 87.72 feet; thence run S52°42'35"W a distance of 18.68 feet; thence run S00°29'37"W a distance of 21.28 feet; thence run S03°16'44"E a distance of 41.73 feet; thence run S28°32'36"E a distance of 33.84 feet; thence run S82°38'15"E a distance of 34.18 feet; thence run S82°31'21"E a distance of 36.54 feet; thence run N89°31'09"E a distance of 190.49 feet; thence run N00°42'27"E a distance of 5.06 feet; thence run N89°31'09"E a distance of 46.84 feet; thence run N14°05'01"E a distance of 18.71 feet; thence run N37°34'15"W a distance of 66.19 feet; thence run N32°01'44"W a distance of 15.38 feet; thence run N20°46'13"W a distance of 61.86 feet; thence run N14°23'22"W a distance of 50.34 feet; thence run N00°40'41"E a distance of 39.56 feet; thence run Nl0°30'59"W a distance of 26.48 feet; thence run N03°05'28"W a distance of 38.30 feet to a to the Point of Beginning. Containing: 2.226 acres, more or less.

AND LESS TRACT E
COMMENCE at POINT "C" thence run N02°14'37"W 34.54 to the POINT OF BEGINNING; thence run N37°57'28"W a distance of 27.04 feet; thence run N58°15'19"W a distance of 32.27 feet; thence run N79°18'36"E a distance of 29.47 feet; thence run N37°57'28"W a distance of 14.00 feet; thence run N47°45'29"E a distance of 14.45 feet; thence run S79°18'36"W a distance of 44.33 feet; thence run N37°57'28"W a distance of 12.10 feet; thence run N48°25'10"E a distance of 41.09 feet; thence run N89°04'01"E a distance of 29.98 feet; thence run N47°45'29"E a distance of 10.09 feet; thence run N00°55'59"W a distance of 34.43 feet; thence run N25°22'02"E a distance of 64.68 feet; thence run N76°13'47"E a distance of 55.83 feet; thence run S71°06'00"E a distance of 50.47 feet; thence run N22°10'24"E a distance of 60.69 feet; thence run N00°55'59"W a distance of 77.83 feet; thence run N80°26'14"E a distance of 44.35 feet; thence run S80°01'54"E a distance of 52.98 feet; thence run N86°32'09"E a distance of 81.20 feet; thence run S46°20'43"E a distance of 31.82 feet; thence run S08°21'34"W a distance of 57.15 feet; thence run S38°39'07"E a distance of 23.41 feet; thence run S11°19'34"W a distance of 6.53 feet; thence run S38°39'07"E a distance of 10.30 feet; thence run S66°45'20"E a distance of 21.26 feet; thence run S47°44'02"E a distance of 122.16 feet; thence run S12°03'48"W a distance of 107.02 feet; thence run Sl8°55'08"W a distance of 101.25 feet; thence run S82°25'05"W a distance of 92.32 feet; thence run N23°58'58"W a distance of 83.76 feet; thence run N78°43'20"W a distance of 92.79 feet; thence run N52°13'45"W a distance of 43.34 feet; thence run 575°13'10"W a distance of 45.53 feet; thence run S53°22'51"W a distance of 67.49 feet; thence run N76°09'28"W a distance of 74.27 feet to a to the Point of Beginning. Containing: 2.899 acres, more or less.

IN AGGREGATE: 8.455 acres more or less.

Roadway and Water Utility Improvements: Roadway improvements including paving, curb, gutter, storm piping, and sidewalks (collectively, "Roadway Improvements") and all potable water and reclaimed water facilities from the
points of delivery or connection, including the potable water system, fire protection lines and hydrants, publicly owned reclaim water mains and lines, publicly owned pipes, and related equipment (collectively, "Water Utility Improvements"), all constructed in and for the development of Trinity Gardens Phase 1, located in public right-of­ ways to be known as Greenborough Street, Hopefields Street, Fairfields Street, Bee Valley Street, Birdswill Street, Gracebloom Street, as described in the following legal description:

That part of Section 14, Township 17 South, Range 30 East, Volusia County, Florida being more particularly described as follows:

COMMENCE at the Southwest corner of the Southeast 1/4 of Section 14, Township 17 South, Range 30 East Volusia County, Florida, thence N89°31'09E 636.35 feet along the South boundary of the Southeast 1/4 of said Section 14 to the POINT OF BEGINNING, said point being on the West right of way line of Farfields Street, said point is the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence along the right of way lines of Farfields Street, Greenborough Street, Hopefields Street, Gracebloom Street, Birdswill Street and Beevalley Street the following courses and distances Northeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 109.24 feet to the beginning of a tangent curve concave Easterly and having a radius of 200.00 feet and a central angle of 18°19'46"; thence Northerly 63.98 feet along the arc of said curve to the end of said curve and the beginning of a reverse curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 108°19'46"; thence Northwesterly 47.27 feet along the arc of said curve to a to the end of said curve; thence run S89°31'09"W a distance of 319.42 feet; thence run N00°28'51"W a distance of 86.00 feet; thence run N89°31'09"E a distance of 158.96 feet to the beginning of a tangent curve concave Southerly and having a radius of 75.00 feet and a central angle of 33°25'29"; thence Southeasterly 43.75 feet along the arc of said curve to the end of said curve; thence run S57°03'22"E a distance of 20.32 feet to the beginning of a tangent curve concave Northerly and having a radius of 75.00 feet and a central angle of 33°25'29"; thence Southeasterly 43.75 feet along the arc of said curve to the end of said curve; thence run N89°31'09"E a distance of 100.86 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 67°57'08"; thence Northeasterly
29.65 feet along the arc of said curve to the end of said curve; thence run N21°34'01"E a distance of 231.93 feet to the beginning of a tangent curve concave Westerly and having a radius of 200.00 feet and a central angle of 22°30'00"; thence Northerly 78.54 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 173.67 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 89°56'02"; thence Northwesterly 39.24 feet along the arc of said curve to the end of said curve; thence run S89°07'59"W a distance of 666.47 feet; thence run N00°52'01"W a distance of 50.00 feet to the beginning of a non-tangent curve concave Northwesterly and having a radius of 25.00 feet; thence from a tangent Bearing of N89°07'59"E run Northeasterly 39.47 feet through a central angle of 90°27'00" to the end of said curve; thence run N89°34'59"E a distance of 50.00 feet to the beginning of a non-tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 89°33'00"; thence Southeasterly 39.07 feet along the arc of said curve to the end of said curve; thence run N89°07'59"E a distance of 150.00 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°27'00"; thence Northeasterly
39.47 feet along the arc of said curve to the end of said curve; thence run N89°34'59"E a distance of 50.00 feet to the beginning of a non-tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 89°33'00"; thence from a tangent bearing of S01°19'01"E run Southeasterly 39.07 feet along the arc of said curve to the end of said curve; thence run N89°07'59"E a distance of 316.34 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°03'58"; thence Northeasterly 39.30 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 707.36 feet to Point "A" said point being the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Northwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 106.37 feet to the beginning of a tangent curve concave Southerly and having a radius of 100.00 feet and a central angle of 10°44'13"; thence Westerly 18.74 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 50.60 feet to the beginning of a non-tangent curve
concave Southerly and having a radius of 150.00 feet and a central angle of 07°08'05"'; thence from a tangent bearing of N81°55'56"E run Easterly 18.68 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 370.37 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Northeasterly
39.27 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 95.00 feet; thence run N89°04'01"E a distance of 86.00 feet; thence run S00°55'59"E a distance of 566.34 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 111.22 feet to the beginning of a tangent curve concave Southerly and having a radius of 250.00 feet and a central angle of 24°10'39"; thence Southeasterly 105.49 feet along the arc of said curve to the end of said curve; thence run S66°45'20"E a distance of 144.57 feet to the beginning of a tangent curve concave Northerly and having a radius of 500.00 feet and a central angle of 24°10'39"; thence run Easterly 210.99 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 156.29 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 89°17'17"; thence run Northeasterly 38.96 feet along the arc of said curve to the end of said curve; thence run S00°13'16"E a distance of 117.00 feet to the beginning of a non-tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°42'43"; thence from a tangent bearing of N00°13'16"W run Northwesterly 39.58 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 123.72 feet; thence run N45°55'59"W a distance of 19.80 feet; thence run S89°04'01"W a distance of 17.12 feet to the beginning of a tangent curve concave Northerly and having a radius of 553.00 feet and a central angle of 24°10'39"; thence Westerly 233.35 feet along the arc of said curve to the end of said curve; thence run N66°45'20"W a distance of 144.57 feet to the beginning of a tangent curve concave Southerly and having a radius of
197.00 feet and a central angle of 24°10'39"; thence Westerly 83.13 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 411.22 feet to the beginning of a tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run S00°55'59"E a distance of 506.69 feet to the beginning of a tangent curve concave Westerly and having a radius of 250.00 feet and a central angle of 22°30'00"; thence Southerly 98.17 feet along the arc of said curve to the end of said curve; thence run S21°34'01"W a distance of 202.22 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 112°02'52"; thence run Southeasterly
48.89 feet along the arc of said curve to the end of said curve; thence run N89°31'09"E a distance of 589.69 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence run Northeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 5.59 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 65°50'08"; thence Northwesterly
28.73 feet along the arc of said curve to the end of said curve and the beginning of a reverse curve concave Northeasterly and having a radius of 100.00 feet and a central angle of 39°05'42"; thence Northwesterly
68.23 feet along the arc of said curve to the end of said curve; thence run N27°13'17"W a distance of 15.53 feet to the beginning of a tangent curve concave Easterly and having a radius of 250.00 feet and a central angle of 26°44'26"; thence Northwesterly 116.68 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 55.77 feet to the beginning of a tangent curve concave Southerly and having a radius of 70.00 feet and a central angle of 169°45'12"; thence Easterly 207.39 feet along the arc of said curve to the end of said curve and the beginning of a compound curve concave Westerly and having a radius of 500.00 feet and a central angle of 10°14'48"; thence Southerly 89.42 feet along the arc of said curve to the end of said curve and Point "B"; thence run S00°28'51"E a distance of 144.28 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N89°31'09"E a distance of 52.78 feet; thence run S00°28'51"E a distance of 86.00 feet; thence run S89°31'09"W a distance of 782.98 feet to the beginning of a tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 67°57'08"; thence run Southerly 29.65 feet along the arc of said curve to the end of said curve; thence run S21°34'01"W a distance of 14.93 feet to the beginning of a tangent curve concave Easterly and having a radius of 150.00 feet and a central angle of 22°02'52";
thence Southerly 57.72 feet along the arc of said curve to the end of said curve; thence run S00°28'51"E a distance of 109.24 feet to the beginning of a tangent curve concave Northeasterly and having a radius of
25.00 feet and a central angle of 90°00'00"; thence Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run S89°31'09"W a distance of 100.00 feet to a to the Point of Beginning. Containing: 10.334 acres, more or less.

AND

BEGIN at the aforesaid Point "A" thence leaving said right of way line run N89°04'01"E a distance of 50.00 feet to a point on said right of way line and continue along said right of way line the following courses and distances; said point being the beginning of a non-tangent curve concave Southeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Northeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run N89°04'01"E a distance of 200.00 feet to the beginning of a tangent curve concave Southwesterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Southeasterly 39.27 feet along the arc of said curve to the end of said curve; thence run S00°55'59"E a distance of 371.34 feet to the beginning of a tangent curve concave Northwesterly and having a radius of
25.00 feet and a central angle of 90°00'00"; thence Southwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run S89°04'01"W a distance of 200.00 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 25.00 feet and a central angle of 90°00'00"; thence Northwesterly 39.27 feet along the arc of said curve to the end of said curve; thence run N00°55'59"W a distance of 371.34 feet to a to the Point of Beginning. Containing: 2.406 acres, more or less.

AND

COMMENCE at the aforesaid Point "B", thence leaving said right of way line run N89°31'09"E a distance of
36.00 feet to a to the POINT OF BEGINNING, said point being on said right of way line and continue along said right of way line the following courses and distances; thence run S00°28'51"E a distance of 109.88 feet to the beginning of a tangent curve concave Northwesterly and having a radius of 10.00 feet and a central angle of 114°04'36"; thence Southwesterly 19.91 feet along the arc of said curve to the end of said curve to the beginning of a compound curve concave Northeasterly and having a radius of 64.00 feet and a central angle of 39°02'45"; thence run Northwesterly 43.61feet along the arc of said curve to a to the end of said curve; thence run N27°13'17"W a distance of 15.53 feet to the beginning of a tangent curve concave Easterly and having a radius of 214.00 feet and a central angle of 26°44'26"; thence Northerly 99.98 feet along the arc of said curve to the end of said curve; thence run N00°28'51"W a distance of 55.77 feet to the beginning of a tangent curve concave Southerly and having a radius of 34.00 feet and a central angle of 169°45'12"; thence run Easterly 100.73 feet along the arc of said curve the end of said curve and the beginning of a compound curve concave Westerly and having a radius of 464.00 feet and a central angle of 10°14'48"; thence Southerly 82.98 feet along the arc of said curve to the end of said curve and the Point of Beginning. Containing: 0.321 acres, more or less.

IN AGGREGATE CONTAINING: 13.061 acres, more or less.

Description of Work Product to be Acquired:

Any and all site plans, construction and development drawings, plans and specifications, documents, surveys, engineering and soil reports and studies, licenses, permits, zoning approvals, entitlements, permits, drainage rights, bonds, and similar or equivalent private and governmental documents of every kind and character whatsoever pertaining or applicable to or in any way connected with the stormwater improvements, water improvements, of the Kepler Road Community Development District for the portion of development known as Trinity Gardens Phase 1, Site Development Plan permit #PSB22-138.

_...,..,. -•'!i:f'' -••"9''-"t-"9 •-• 1.-.--'-"..,.--.,-..,. -_•._._,,._,.-....,--, -- ,...,.._..'-"_.' ._..._.;,_,

-

PROJECT WORK AGREEMENT (FLORIDA)
This VVork Agreement is issued pursuant to and is hereby made a part of that certain Master Land Development
Agreement (Florida) ("Master Agreement") dated July 10 2023 between Land.sea Homes of Florida LLC ("Landsea". "Contractor") and Blue Ox Enterprises ("Subcontractor"). This VVork Agreement specifically incorporates herein by reference all the terms and conditions of said Master Agreement as if set forth in full. If any terms or conditions of this
VVork Agreement should conflict with any terms or conditions of the Master Agreement, then the Master Agreement shall prevail. Except as provided herein, all provisions of the Master Agreement shallremain in full force and effect. All Exhibits to this Work Agreement are incorporated herein by reference.
GENERAL lNFORMATION:
Owner: Landsea Homes
The only person(s) with authority to sign and/or amend this Agreement or any Change Order on behalf of Subcontractor Is Daniel David. The only person(s) with authority to sign and/or amend this Agreement or a Change Order on behalf of Landsea Is Guy Trussell. Subcontractor represents and warrants that any person who executes this Work Agreement or any Change Order onbehalf of Subcontractor has the authority to bindSubcontractor to this Worl< Agreement or any Change Order.
Project Contact: Guy Trussell Phone:407-580-6010
Project Description: Trinity Gardens PH 1 - 110 Single Family Lots &PH4 Earthwork Export
SCOPE OF WORK:
The Scope of VVork is attached to this VVork Agreement as Exhibit "A".
PAYMENT SCHEDULE:
The PaymentSchedule for the Work is attached hereto as Exhibit "B".

DocuStgn Envelope ID: 7AC466C5-6BE7-469B-84CF-C13B6FCB294F

EX'hlblt ..A..
Sc::op• of Work
PROPOSAL.#2022-223-03

500 NORTH WAY
SANFORDFL. 32773
PH 339--4800 FAX 339-4839

'PROPOSAL FO :	TRINITY GARDENSPH1	Date: 7/27/2023
LANDSEA

Phase
SANITARY	Description
1 8" PVC 0-5 SOR 25	Qty
445	Units
LF	
$	Price	
32.84	
$	Total	
14,513.80	
	2 8•• PVC 6-8 SOR 25	1232	LF	$	34.52	$	42,528.54					
	3 8" PVC 8-10 SOR 25	943	LF	$	38.09	$	35,918.87					
	4 8" PVC 10-12 SOR 25	1422	LF	$	41.67	$	59,254.74					
	"8" PVC 12-14 SOR 26	460	LF	$	47.03	$	21,633.80					
	e 8" PVC 14-16 SOR 26	566	LF	$	51.76	$	28.778.56					
	'78" PVC16-18 SOR 25	880	LF	$	58.52	$	51,497.60					
	8 10" PVC 16-18 SOR 26	378	LF	$	69.11 $	26,123.68						
	o 10" PVC 18-20 SOR 26	22	LF	$	75.45 s	1,659.90						
	10 MANHOLE 0-6	4	EA	$	5,570.46 s	22.281.84						
H MANHOLE 6-8	6	EA	$	6,372.19 s	38.233.14						
12 MANHOLE S-10	3	EA	$	7,447.40 s	22,342.20						
13 MANHOLE 10-12	5	EA	$	8,267.60 $	41.338.00						
14 MANHOLE 12.-14	2	EA	$	8,949.40 $	17.898.80						
15 MANHOLE 14-16	2	EA	$	9,750.51 $	19,521.22						
18 MANHOLE 16-18	6	EA	$	10.619.61 $	53,717.66						
17 MANHOLE 1S-20	1	EA	$	11.447.51 $	11.447.51						
18SINGLE LATERAL	20	EA	$	917.50 $	18.350.00						
19 DOUBLE LATERAL	71	EA	$	999.33 $	70,952..43						
20 8" PVC FORCEMAIN	1432	1..F	$	41.31 $	59.155.92						
21FORCEMAIN FITTINGS	1	LS	$	27,584.45 $	27.584.45						
228" GATE VALVE
238" x 8" WET TAP	1
1	EA
EA	s
s	2,604.61 $	2.604.61
6,697.53 $	6,697.53						
24 AIR RELEASE VALVE
25LIFT STATION	1
1	EA LS	$
s	4,879.37 $	4,879.37
768,551.72 $	768,551.72						
26CLEANSANITARY I..INES	6335	LF	$	1.88 $	11,909.80						
27 TEST SANITARY I..INES
28 TEST FORCEMAIN LINES
29T.V. SANITARY LINES	6335
1432
6335	LF LF LF	$
s
s	1.64 $	10.389.40
1.64 $	2.348.48
2.06 $	13,050.10						

OocuSign Envelope ID: 7AC466C5-6BE7--469B-84CF-C13B6FCB294F

Pha.5e	De.scriptIon	Ctty	Units	Price	Total
WATER	1 4" PVC	820	LF	s	19.44 $	15,940.80
2 6" PVC	590	LF	s	28.55 $	16,844.50
3 8" PVC	280	LF	s	43.11 $	12,070.80
, 10" PVC	740	LF	$	59.83 $	44,274.20
6 12'' PVC	3$30	LF	$	78.02 $	298,816.60
6 VVM SINGLESERVICE	24	EA $	802.18 $	19,252.32
7 VVMDOUBLE SERVICE	44	EA	$	1,308.41 $	57,570.04
6 VVATER FITTINGS	1	LS $	59,127.79 $	59,127.79
9 4" GATE VALVE	3	EA	$	1.477.52 $	4.432.56
106" GATE VALVE	4	EA	$	1,906.94 $	7,623.76
11 8" GATE VALVE	2	EA $	2,562.39 $	5,124.78
12 10" GATE VALVE	2	EA $	3,505.48 $	7,010.96
13 12" GATE VALVE	16	EA $	4,058.13 $	64.930.08
14FIRE HYDRANT	9	EA $	8,081.87 $	72,736.83
1$ 2" BLOVV OFF	6	EA	$	1,474.82 $	8,848.92
1GAIR RELEASE VALVE	4	EA $	4,187.61 $	16.750.44
17 TEST WATER LINES	6260	LF	$	2.25 $	14,085.00
18 SAMPLE POINTS		 7	EA	$	782.26 $	5.475.82
Landse..a Cost Category	14 SDev Domestic Water	I WATER TOTAL	$	730,s1s.20
	
Phao•	DescrfptJon	Qty	Units	Price	Tota.I
REUSE	1 6" PVC	6179	LF	$	28.55 $	176,410.45
SINGLE SERVICE
DOUBLE SERVICE
1" IRRIGATIONSERVICE
1.5" IRRIGATION SERVICE
RECLAIMFITTINGS
6" GATE VALVE
a 2"BLOWOFF	18
46
1
1
1
29
9	EA EA EA EA EA EA EA	$
s s s
$
s s	802.18
1,308.41
1,231.10
1,310.25
40.664.99
1,905.94
1,024.37	$
$
$
$
$
$
s	14,439.24
60,186.86
1,231.10
1,310.25
40,664.99
55,272.26
9,219.33	
9 6" X 8" WET TAP	1	EA	$	5,943.81	$	5,943.81	
10 AIR RELEASE VALVE	4	EA	$	4,187.61	$	16,750.44	
11 TEST RECLAIM LINES	6179	LF $	2.25 $	13,902.75
12 TIE TO EXISTING REUSE			1	EA	$	1,780.40 $	1,780.40
Landsea Cost Category	f[4 SOev Recyctecl \N0ter	---	I REUSE TOTAL	$	397,111.BB

Phase	Description	Qty	Units	Price	Totar
PAVING	1 ASPHALT S.P 9.5 2" (2 LIFTS)	19245 SY	$	19.63 $	377,779.35
2 ASPHALT TRIAL 1"	311	SY	$	13.23 $	4,114.53

DocuSlgn Envelope ID: 7AC466C5-6BE7-469B-84CF-C13B6FCB294F

Pha•e	Description	Qty	Units	Price	Total
EAATHWORK	1 SILT FE:NCE	4440	LF	$	1.40 $	6,216.00
PHASE4	2 TREEPROTECTION	4440	LF	$	6.32 $	28.060.80
3 CLEARING & CHIP	7.5	ACR $	7,782.50 $	58,368.75
4 STRIPPINGS	5676	CV	$	1.87 $	9.478.92
5 STABILIZE ACCESS	2300	SY $	6.83 $	16,709.00
6 STOCKPILE FROMPHASE 1	105936 CV	$	0.73 s	77,333.28
7 SLOPE GRADING	13700 SY $	0.60 $	8,220.00
a SLOPE SOD	13700 SY  $	3.19 $	43 703.00 

Landsea Cost Catogory	14 SOev Dirt Import Expoi-t	I	I EARTHWORK PH 4	$	247:089.751
Pho.8e
OFFSITE s Kopler Road	Ooscr1pt1on	Qty	Units	Price	Tot.al
STORM	1 24"RCP	38	LF  s	113.69 $	4,320.22
2 30" RCP	147	LF	$	152.21 $	22,374.87
3 30" MES	2	EA	$	3,694.67 $	7,389.34
4 TYPE C INLET	1	EA	$	4,098.82 $	4,098.82
5 TIE IN TO EXISTING	1	EA $	5,696.47 $	5,596.47
6 CLEAN STORM	185	LF	$	2.88 $	532.80
7 T.V. STORM	186	LF	s	1.88 $	347.80
e WELL POINTS	185	LF	$	16.55 $	3,061.75
WATER	9 12'" PVC	63	LF	$	115.91 $	9,620.53
10 DIRECTIONAL DRILL 16"	60	EA	$	382.71 $	22,962.60
H 2"JUMPER	1	EA $	1,964.86 $	1,964.86
12 12" x 12-wETTAP	2	EA $	11,131.51 s	22,263.02
13 TEST WATER LINES	143	LF	$	2.25 $	321.75
14 SAMPLEPOINTS	2	EA	$	782.26 $	1,564.52
PAVING 15 1.26" MILL EXISTING	2846	SY $	5.46 $	15,533.70
10 ASPHALT FC-.9.5 1.25"	4470	SY	s	16.96 $	75,811.20
17 ASPHAI-T 2"S.P 12.5	1630	SY	$	17.42 $	28,394.60
18 LIMEROCK 16"	1630	SY	$	45.88 $	25,066.80
1a STABILIZER 12"	750	SY $	6.95 $	5,212.50
s	33.04	$	6,376.72				
s	35.75	$	49,549.50				
s	56.64	$	736.32				
23S' WHEEL CHAIR RAMP	2	EA	$	1,574.01	$	3,148.02		
24 12 WHEEi- CHAIR RAMP	2	EA	$	3,048.44	$	6,096.88		
2s SIGNS &PAVEMENT MARKINGS	1	LS	$	21,062.50	$	21,062.50		
26 R/W GRADING	8526	SY	$	0.81	$	6,906.06		
27 R/W SOD	8526	SY	$	3.19	$	27,197.94	

OocuSlgn Envelope ID: 7AC466C5-68E7-469B-84CF-C13B6FCB294F

ALTERNATE
Des.crlptlon	Qty	Units	Price
2• SINGLEPOWER CROSSING	PER	LF	$	20.35
3• SINGLE POWER CROSSING	PER	LF	$	23.42
4• SINGLE POWER CROSSING	PER	LF	$	33.26
6°' SINGLE POWER CROSSING	PER	LF	$	40.10
MUCK OVER EXCAVATION	PER	CY s	5.52

NOTES

Well or septic abandonment Is not.Included In this Proposal.
Construction layout ls Included f'or Contractors scope of work only
Proposal ia ba.sed on no unaultable/contamlnated ma.terlal removal snd/or replacement
Muck over excatlonprice doos not Include remo-v1ng from the slto.
Contract.ors sc,hedule is subject 'torevision should advorsp,or changed conditions occur
Proposal on lot grading t-obe left 8.. below finished floor +I- 2 Inches.
No hardscape. walls. fences. Irrigation or landscaping In this proposal.
Chornlc-al test.Ing or trea"tment of any dewetering is not Included.
All Pipe work t-abid with the assumption that on-site fUI Is accephlible backfill material.
Proposal for pond and awatoa to bo soddod andg.-.d•d onetime.
Thia proposal Is subject to a mutually a.greed upon contrac-t and payment schedu.le
Sidewalk Included for common areas only.
All permits and fees by others.
"14Relocation of existing utilities by others unless speclflcany l1ated above.
15 Pavingproposal Is for one lift andonemoblllzation only. Add$5,4·00.00 for each addl. Moblllzatlon '16 Modification of existing pump stations not lncluded In this proposal unless specifically listed above
17 This proposal ISbaaed on KELLY. COLLINS GENTRY. INC. ENGINEERING plonadoted 7-'13-23,
with no rev1alons .
-.a Due to the current market volatHlty. Blue Ox can notguarantee 'tho prices In thisproposal for morE than30days from the date of this proposal.

........,_._._,!::I', -• ov,g,o,........,,g, ,._... -,,._.._....,......._.....,-.J-......._,._,, _.._._._..-.._........._., -.._., ........,, .._....,...,_.:,,..,..,

EXHIBIT B PAYMENT SCHEDULE
To insure timely processing of all Invoices submitted forpayment, please make sure that your Billing and Accounts Receivable Departments are aware of the policies set forth in the Master Agreement, and the following policies pertaining to invoices and payments for all Projects. Invoices received without proper documentation will result in payments being delayed or invoices being returned.
Please send invoices to the following physical address:

landap@landseahomes.com
2420 S. Lakemont Avenue, Suite 450 Orlando, FL 32814
Invoices must be received In our office by the 15"' of each month and payment will be sent out by the 151h of the following month. Invoices received after this date will be processed on the following month's payables. No faxed copies will be accepted.
All work performed must be billed within 90 days of completion of the work.

Any questions on the above stated policies should be directed to our Accounting/Finance Dept. at (407) 392- 2608. You may also email your accounting representative.

_..,..._.._._, , ...... ,..o .........,o ·-·, ,...,._....._.,,_,_...,,_..,.  •-- ....,.:,,--.....-.--· -- '..,_ ..... ---""-·

EXHIBIT C

CONDITIONAL WAIVER AND RELEASE ON PROGRESS PAYMENT

Project: 	 _ JobNo.: 		
Theundersigned llenor, in consideration of the sum of $. . hereby waives and releases tts lien and right to claim a lien for labor. services, or materials furnished through (insert date) to (insert the name of your customer}, on the job of {insert the name of the owner}. to the following property:

(insert description of the property}
This waiver and release does not cover any retention or labor, services, or materials fumished after the date specified. Further, this Waiver and Release of Lien is conditioned uponpayment of the consideration described above, and is not effective until said payment Is received inpaid funds.

Date: 			
(Company name)

By: ---,=,---.,---,-----------
(Signature)

(Title)
STATE OF FLORIDA	)

.........._.........,.,l,:I•• -· .... ........- .......   ._.._._,J_.......... - ........,.:,,.........-..-, -- .................  ..._.:,	,

UNCONDITIONAL WAIVER AND RELEASE ON PROGRESS PAVMENT

Project: 	

JobNo.: 	 _

Theundersigned lienor, in consideration of the sum of $ , hereby waives and releases its lien and right to claim a lien for labor, services, or materials furnished through (insert date} to (insert the name of your customer), on the job of (insert the name of the owner), to the following property:

(insert description of the property}

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

Date: 			
(Company name)

By:	- -(Signat		)

(Title)
STATE OF FLORIDA	)
)
COUNTY OF 		)

  .._._.._,,'ti!,• _,,vo=-·•".J....-..- • - *.....,.. "J...,_...r--.J._._* --."J._,,_. ..,,- -- ,,._.,_..._., _._.4-..,.	,

CONDITIONAL WAIVER AND RELEASE ON FINAL PAYMENT

Project: 	 _ JobNo.: 		
Theundersigned lienor, in consideration of final payment in the amount of$---- --• hereby waives and releases its lien and right to claim a lien for labor, services, or materials furnished to (insert the name of your customer), on the job of (insert the name of the owner), to the following property:
(insert description of the property}

This Waiver and Release of Lien is conditioned upon payment of the consideration described above, and is not effective until said payment is received in paid funds.

Date: 			
(Company name)
By:----,'="'---=--e----------
(Signature)

(Title)
STATE OF FLORIDA	)
)
COUNTY OF 	_	)

Sworn to (or affirmed) and subscribed by me by means of D physical presence or D online notarization

_..._._ -· ·• ._,,,.,....,,._,,..,_ '"-"•• ,...,....,._.._,,...,,-o,J- .........-. --.....u ....-..........-. -- • ...,_....,, _._..._q._.,

UNCONDITIONAL WAIVER AND RELEASE ONFINAL PAYMENT

Project: 	 _ JobNo.: 		 _
Theundersigned lienor, in consideration of final payment in the amount of $  . hereby waives and releases its lien and right to claim a lien for labor, services, or materials furnished to {insert the name of your customer). on the job of (insert the name of the owner), to the following property:
(insert description of the property)

Date: 	

STATE OF FLORIDA	)
)
COUNTY OF 	 _	)

(Company name)

By:  (Signature}

(Title)

Sworn to (or affirmed} and subscribed by me by means of D physical presence or □ online notarization this 	dayof	, 20  . by	, whoispersonally known to me or produced
	asidentification. and did/did not take an oath.

To:	Guy Trussell
Landsea Homes LLC	From:	Alex Teixeira
Blue Ox Enterprises, LLC	
			500 North Way	
Phone:		
Phone:	Sanford FL 32773
407-339-4800	
Fax:
Email:	
gtrussell@landseahomes.com	Fax:
Email:	407-339-4839	
CC:
Steve Lembrich - Blue Ox Enterprises, LLC - Phone: 407-339-4800 - Fax: 407-339-4839 AIMEE KILPATRICK- Blue Ox Enterprises, LLC - Phone: 407-339-4800 - Fax: 407-339-4839
	Daniel David - Blue Ox Enterprises, LLC - Phone: 407-339-4800 - Fax: 407-339-4839	

Below is the detail for our proposal to complete the following changes in contract work:
-	External Change Order: TRINITY GARDENS PH 1 CO

PCO Item	Quantity	UM	Unit Price	Amount	
1 : 8" PVC 6-8 SOR 26	27.00	LF	$34.52	$932.04	
2: 8" PVC 10-12 SOR 26	-452.00	LF	$41.67	$-18834.84	
3: 8" PVC 12-14 SOR 26	-127.00	LF	$47.03	$-5972.81	
4: 8" PVC 16-18 SOR 26	-12.00	LF	$58.52	$-702.24	
5: 10" PVC 16-18 SOR 26	-271.00	LF	$69.11	$-18728.81	
6: 12" PVC 18-20 SOR 26	57.00	LF	$93.27	$5316.39	
7 : MANHOLE 10-12 (LABOR ONLY)	-1.00	EA	$1,072.32	$-1072.32	
8 : MANHOLE 12-14 (LABOR ONLY)	-1.00	EA	$1,072.32	$-1072.32	
9 : MANHOLE 16-18 ( LABOR ONLY)	-1.00	EA	$1,340.42	$-1340.42	
10: DOUBLE LATERAL	-25.00	EA	$999.33	$-24983.25	
11: CLEAN SANITARY LINES	-775.00	LF	$1.88	$-1457.00	
12: TEST SANITARY LINES	-775.00	LF	$1.64	$-1271.00	
13: T.V. SANITARY LINES	-775.00	LF	$2.06	$-1596.50	

14: WELL POINTS	-775,00	LF	$16.55	$-12,826.25	
15: 24" RCP	-122.00	LF	$94,81	$-11,566.82	
16: 30" RCP	248.00	LF	$138.62	$34,377.76	
17: 36" RCP	-340.00	LF	$182.45	$-62,033.00	
18 : J MANHOLE	1.00	EA	$9,671.26	$9671.26	
19 : TYPE E INLET (LABOR ONLY)	-2.00	EA	$711.61	$-1,423,22	
20 : TYPE H INLET ( LABOR ONLY)	-1.00	EA	$711.61	$-711.61	
21 : CLEAN STORM	-214.00	LF	$2.88	$-616.32	
22 : T.V. STORM	-214.00	LF	$1.88	$-402.32	
23 : 2" BLOW OFF	1.00	EA	$1,474.82	$1,474.82	
24 : ASPHALT S.P. 9.5 2" (2 LIFTS)	-147.00	SY	$19.63	$-2,885.61	
25 : MIAMI CURB	-94.00	LF	$20.82	$-1,957.08	
26 : 12" RIBBON CURB	60.00	LF	$23.23	$1,393.80	
27 : 8' WHEEL CHAIR RAMP	1.00	EA	$1,885.11	$1,885.11	
28: BRICK PAVERS	2,518.00	SF	$12.81	$32,255.58	
29: SIGNS & PAVEMENT MARKINGS	1.00	LS	$4,955.19	$4,995.19	
30 : TIE IN GRADING	141.00	SY	$0.58	$81.7	
31 : SLOPE GRADING	503.00	SY	$0.60	$301,80	
32: MULCH PATH/ FABRIC & LUMBER INC	5.00	SY	$48.13	$240.65	
33 : SLOPE SOD	503.00	SY	$3.19	$1,604.57	
34 : SOD TIE IN	265.00	SY	$3.19	$845.35	

35: 19"X30" ERCP		147.00	LF	$139.32	$20,480.04	
36: 30" RCP		-147.00	LF	$152.21	$-22,374.87	
37 : LIMEROCK AT COST		1630.00	SY	$24.55	$40,016.50	
38 : TYPE D INLET		2.00	EA	$4,262.61	$8,525.22	

Submitted By:		

Approved By:		
Total Amount	
$-29,430.75	

Alex Teixeira
Blue Ox Enterprises, LLC
1/10/2024
Date	•		G y-lrussell	54!Jir1J & Date Landsea Homes LLC
DocuSign Envelope ID: EF7108B3-6678-45FC-81A7-46ED4FB88E0D

500 NORTH WAY
SANFORD FL. 32773
PH 339-4800 FAX 339-4839

PROPOSAL FOR:	TRINITY GARDENS	4/18/2024 LANDSEA HOMES

Phase	DESCRIPTION
1 SURVEY FOR POWER CROSSINGS	Qty
1	Units
LS	
$	Price	
3,712.00	
$	Total	
3,712.00	
	TOTAL	$	3,712.00									

NOTES:
1 Survey above is for Power Crossing layout Only.

CA
115.80'

D-4
TOP EL: 76.31 76.22 AB N:1701996.198 E:572611.129
INV. E = 69.55 69.38 18" STORM AB
INV. W = 69.55 69.38 18" STORM AB

D-4A

115.00'
CA
SCALE: 1" = 30'

0	15	30	60
TOP EL: 76.31 76.23 AB N:1701997.179 E:572631.321
INV. W = 69.60 69.89 18" STORM AB
-1
115.00'
CA

OS-1

CA
CA
GRAPHIC SCALE

CA		

115.00'

CA

D-16
TOP EL: 78.27 78.04 AB N:1701811.190 E:572713.388
INV. W = 73.83 73.83 18" STORM AB
D	D

RM	RM	RM
50.00'	50.00'	50.00'
CA

50.00'    
50.00'
50.00'	CA

CA

SURVEYORS NOTES:
1. THIS IS NOT A BOUNDARY SURVEY.
.. THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SURVEY CERTIFICATE:

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

The seal appearing on this document was authorized by Douglas Scott Willis, P.S.M. 5984 on 8/13/2024.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-01

WETLAND 4B TRACT W-4B

CA

D-3 TOP EL: 76.11 76.11 AB
N:1701996.907 E:572531.674
INV. W = 69.40 68.88 18" STORM AB
INV. E = 69.40 68.88 18" STORM AB
INV. N = 69.40 68.87 18" STORM AB
CA

D-3A	D

SCALE: 1" = 30'

0	15	30	60

D-7
TOP EL: 77.00 76.58 AB N:1701937.818 E:572222.035
INV. S = 70.01 69.58 30" STORM AB
INV. N = 70.01 69.58 30" STORM AB
TOP EL: 76.12 76.20 AB
N:1701991.826 E:572514.642
INV. E = 69.50 69.58 18" STORM AB
CA

P-1
GRAPHIC SCALE

D-17 TOP EL: 83.24 82.62 AB
N:1701845.514 E:571911.127
INV. E = 75.80 75.78 18" STORM AB
INV. S = 75.80 75.66 18" STORM AB

D-9 TOP EL: 82.66 81.75 AB
60.00'	60.00'	60.00'

D-8

CA

OS-1	CA
N:1701807.204 E:571903.037
INV. W = 72.20 72.18 18" STORM AB
INV. N = 75.47 75.43 18" STORM AB
INV. S = 70.61 70.60 18" STORM AB
INV. E = 70.61 70.60 24" STORM AB

D-17A
OS-1
TOP EL: 78.18 78.10 AB
N:1701808.543 E:572222.416
INV. S = 72.50 72.50 18" STORM AB
INV. W = 70.20 70.20 24" STORM AB
INV. E = 73.09 73.07 18" STORM AB
INV. N = 70.20 70.19 30" STORM AB

D-8B
TOP EL: 78.57 78.02 AB N:1701808.670 E:572394.630
INV. E = 73.35 73.33 18" STORM AB
INV. W = 73.35 73.33 18" STORM AB

D-15 TOP EL: 78.86 78.99 AB
N:1701811.500 E:572564.702
TOP EL: 83.24 83.26 AB N:1701835.522 E:571939.102
INV. W = 76.00 76.57 18" STORM AB

60.00'	60.00'	60.00'
CA                                    
CA
INV. E = 73.61 73.35 18" STORM AB
CA		INV. S = 73.30 7C3A.17 18" STORM AB INV. W = 73.61 73.40 18" STORM AB

D	D	D

D	D	D	D	D

D	D	D	D

SAN	SAN

RM

RM	RM

RM	RM	RM

RM	RM

RM	RM

RM	RM
50.00'	50.00'	50.00'
60.00'	60.00'	60.00'	50.00'	50.00' D-8A
       TOP EL:  78.20 78.21 AB
N:1701780.424 E:572222.515
	INV. N = 72.75 72.74 18" STORM AB
50.00'	50.00'	50.00'	50.00'	50.00'

D-15A TOP EL: 78.86 78.86 AB
N:1701782.265 E:572566.054
INV. N = 73.50 73.33 18" STORM AB

D-10
TOP EL: 80.22 79.08 AB N:1701691.843 E:571865.302
INV. N = 71.19 71.12 18" STORM AB
INV. S = 71.19 71.14 18" STORM AB

60.00'

60.00'

60.00'

50.00'    
50.00'		    50.00'	      50.00'    
50.00'		    50.00'	
  50.00'    
50.00'		    50.00'	    
50.00'
OS-1

SURVEYORS NOTES:
THIS IS NOT A BOUNDARY SURVEY.
THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SURVEY CERTIFICATE:

BERESFORD AVE EXTENSION

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

The seal appearing on this document was authorized by Douglas Scott Willis, P.S.M. 5984 on 8/13/2024.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-02

OS-4

SCALE: 1" = 30'

0	15	30	60
GRAPHIC SCALE

50.00'
50.00'
50.00'
50.00'

50.00'

INV. E = 75 INV. S = 75

50.00'

50.00'	25.96'
D-12 TOP EL: 82.23 81.64 AB
N:1701813.213 E:571802.826
INV. W = 72.94 72.94 18" STORM AB
INV. S = 76.68 76.68 18" STORM AB
INV. E = 72.94 72.94 18" STORM AB

INV. W = 72 INV. N = 75 INV. S = 70 INV. E = 70

D-13 TOP EL: 80.09 79.24 AB
N:1701810.702 E:571527.574
INV. E = 75.00 75.00 18" STORM AB

D

SAN

D

SAN

SAN	SAN
24.45'

SAN

RM
50.00'

RM
50.00'

50.00'

50.00'

RM	RM
50.00'
D-12A
TOP EL: 82.23 81.97 AB
N:1701787.035 E:571802.523
INV. N = 76.98 76.97 18" STORM AB

50.00'
50.00'
50.00'
50.00'
50.00'

OS-4

SURVEYORS NOTES:
THIS IS NOT A BOUNDARY SURVEY.
THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SURVEY CERTIFICATE:

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

The seal appearing on this document was authorized by Douglas Scott Willis, P.S.M. 5984 on 8/13/2024.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-03

SCALE: 1" = 30'

0	15	30	60
GRAPHIC SCALE

OS-9

F-18 TOP EL: 80.42 80.04 AB
	 	 N:1702361.180  	
E:571266.932 INV. S = 74.10 73.90 18" STORM AB
INV.  E = 74.10 73.82 24" STORM AB

48" VERTICAL SEPARATION FROM BOTTOM OF 36" STORM TO TOP OF 24" STORM

E-3A
TOP EL: 80.83 81.43 AB N:1702411.992 E:571356.249
INV. S = 68.59 68.63 36" STORM AB
INV. N = 68.59 68.58 36" STORM AB
F-19
TOP EL: 80.32 80.03 AB N:1702369.131 E:571422.541
INV. W = 73.80 74.62 24" STORM AB
INV. S = 74.47 74.24 18" STORM AB
INV. E = 73.80 73.72 30" STORM AB

F-21 TOP EL: 81.46 80.81 AB
N:1702392.885 E:571615.354
INV. W = 75.35 75.30 18" STORM AB
INV. S = 75.35 75.24 18" STORM AB

F-21A TOP EL: 81.47 81.18 AB
N:1702392.687 E:571589.142
INV. E = 75.45 75.36 18" STORM AB

F-22
TOP EL: 80.68 80.14 AB N:1702372.719 E:571680.297
INV. S = 75.50 75.45 18" STORM AB
INV. W = 73.45 73.29 30" STORM AB
INV. E = 73.45 73.21 30" STORM AB

F-24
TOP EL: 80.00 79.91 AB N:1702393.999 E:571739.467
INV. S = 75.70 75.70 18" STORM AB F-23
TOP EL: 80.75 79.57 AB
N:1702370.673 E:571738.483
INV. N = 75.65 75.64 18" STORM AB
INV. W = 73.39 73.18 30" STORM AB
INV. E = 73.39 73.14 30" STORM AB
D	D

		
D

FM
E-2A

E-9A TOP EL: 80.17 76.91 AB
N:1702337.748 E:571251.732

E-3 TOP EL: 80.39 80.40 AB
N:1702340.425

LS-1
30" VERTICAL SEPARATION FROM BOTTOM OF 18" STORM TO TOP OF 42" STORM
F-19A
TOP EL: 80.32 80.23 AB N:1702328.386

F-20

48" VERTICAL SEPARATION FROM BOTTOM OF 18" STORM TO TOP OF 42" STORM

F-22A
TOP EL: 80.55 80.19 AB N:1702346.646 E:571701.666
INV. W = 68.22 68.16 42" STORM AB
INV. E = 68.22 68.15 42" STORM AB
INV. W = 68.46 68.42 36" STORM AB
INV. E = 68.46 68.40 36" STORM AB
OE:S57-13157.0060
INV. W = 68.39 68.42 36" STORM AB
INV. E = 68.39 68.35 42" STORM AB
E:571423.265
INV. N = 74.60 74.34 18" STORM AB
INV. S = 74.60 74.36 18" RCP AB
TOP EL: 80.86 80.64 AB
N:1702363.922 E:571615.206
TOP EL: 80.85 80.31 AB
N:1702339.042 E:571680.682
INV. N = 76.00 75.57 18" STORM AB
INV. N = 68.39 68.39 36" STORM AB
F-25
TOP EL: 77.06 79.04 AB
	N:1702314.504  E:571422.666
INV. N = 75.24 75.17 18" STORM AB
INV. W = 73.51 73.40 30" STORM AB
INV. E = 73.51 73.40 30" STORM AB

SURVEYORS NOTES:
THIS IS NOT A BOUNDARY SURVEY.
INV. N = 74.60 74.45 18" RCP AB

THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SURVEY CERTIFICATE:

OS-4

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

The seal appearing on this document was authorized by Douglas Scott Willis, P.S.M. 5984 on 8/13/2024.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-12

CA

OS-3
C-8A TOP EL: 80.94 77.48 AB
N:1702715.176 E:572157.082
INV. S = 75.75 75.73 18" STORM AB

		C-8
TOP EL: 81.07 77.97 AB

D

C-6 TOP EL: 81.39 77.63 AB

B-4

B-5 TOP EL: 80.05 79.45 AB
N:1702707.680 E:572524.085
INV. E = 69.25 69.26 36" STORM AB
CA	INV. W = 69.25 69.26 36" STORM AB	C-5
N:1702683.259 E:572159.229
INV. N = 75.50 75.47 18" STORM AB
INV. E = 75.50 75.47 18" STORM AB
N:1702682.878 E:572300.684
INV. W = 75.29 75.27 18" STORM AB
INV. N = 75.29 75.27 18" STORM AB
INV. E = 74.79 74.77 18" STORM AB
TOP EL: 81.54 75.84 AB N:1702704.132 E:572317.504
INV. E = 69.09 69.11 36" STORM AB
INV. N = 69.09 69.09 36" STORM AB
           CA
TOP EL: 80.04 77.30 AB N:1702687.820 E:572521.700
INV. W = 74.45 74.43 18" STORM AB
INV. SE = 74.45 74.44 18" STORM AB
SCALE: 1" = 30'

0	15	30	60
GRAPHIC SCALE

CA

A-31A TOP EL: 80.72 80.74 AB
N:1702539.135 E:572001.188
INV. E = 74.84 74.76 18" STORM AB
A-31
TOP EL: 80.72 80.68 AB N:1702539.591 E:572030.452
INV. S = 72.93 72.91 36" STORM AB
INV. W = 74.64 74.63 18" STORM AB
INV. N = 72.93 72.92 36" STORM AB 

CA

00'

CA
CA

CA

RM AB

RM AB RM AB RM AB
D

E-2 TOP EL: 81.86 81.90 AB
N:1702350.984 E:572023.633
INV. W = 68.06 68.08 42" STORM AB
    INV. E = 68.06 67.95 42" STORM AB

D	D	D

F-17 	 	
TOP EL: 81.69 81.70 AB N:1702371.458 E:572027.884
INV. W = 73.10 73.12 30" STORM AB
INV. S = 76.52 76.44 24" STORM AB
INV. N = 73.10 73.16 36" STORM AB

84" VERTICAL SEPARATION FROM BOTTOM OF 24" STORM STM
TO TOP OF 42" STORM STM
CA

CA

E-1
TOP EL: 74.58 74.60 AB N:1702371.229 E:572140.590
INV. W = 68.00 67.90 42" STORM AB
WETLAND 4A TRACT W-4A

D	CA

CA
CA

A-32A TOP EL: 81.94 82.00 AB
N:1702318.052 E:572007.042
INV. E = 77.00 77.37 18" STORM AB

CA
A-32
TOP EL: 81.93 82.00 AB N:1702319.575 E:572031.604
   INV. N = 76.87 76.57 24" STORM AB
INV.  W = 76.87 76.57 18" STORM AB
CA

D-5
TOP EL: 76.80 73.73 AB N:1702271.086 E:572389.542
INV. NW = 70.50 69.31 24" STORM AB

D-6
TOP EL: 77.57 77.04 AB N:1702223.830 E:572289.665
CA	D-1A
TOP EL: 74.40 75.04 AB	CA
N:1702254.478 E:572457.053
INV. SE = 71.50 70.92 18" STORM AB	CA
CA

CA

SURVEYORS NOTES:
1. THIS IS NOT A BOUNDARY SURVEY.
CA	2. THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
INV. S = 69.56 69.03 30" STORM AB
INV. NE = 69.56 69.03 24" STORM AB
INV. W = 69.56 69.03 30" STORM AB
CA

D-1B TOP EL: 75.98 75.84 AB
N:1702184.875 E:572542.892
INV. S = 68.90 68.79 18" STORM AB
INV. NE = 68.50 68.39 18" STORM AB
INV. NW = 71.00 70.89 18" STORM AB

CA

D-2
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SURVEY CERTIFICATE:
TOP EL: 76.00 75.63 AB
N:1702127.137 E:572560.125
INV. N = 69.20 68.83 18" STORM AB
INV. S = 69.20 68.83 18" STORM AB

CA

CA
I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

The seal appearing on this document was authorized by Douglas Scott Willis, P.S.M. 5984 on 8/13/2024.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
7/15/2024
Scale:
1" = 30'

AB-13

CA

C-4A
TOP EL: 79.80 77.95 AB N:1702668.689 E:572635.704
INV. SW = 75.19 75.19 18" STORM AB
CA
CA
33" VERTICAL SEPARATION FROM BOTTOM OF 18"  STORM STM
TO TOP OF 36" STORM STM

30" MES
INV. EL: 75.10 75.15 AB N:1702669.749 E:573128.593

TORM AB TORM AB

C-4
TOP EL: 79.80 77.98 AB N:1702644.464 E:572626.097
INV. E = 74.29 74.28 24" STORM AB
INV. NE = 75.13 75.10 18" STORM AB
INV. NW = 74.29 74.29 18" STORM AB
B-6
TOP EL: 80.60 80.57 AB N:1702607.319 E:572773.189
INV. S = 69.47 69.50 36" STORM AB
INV. W = 69.47 69.50 36" STORM AB

25.28'

C-2A TOP EL: 79.23 77.12 AB
N:1702600.468 E:573078.140
INV. S = 73.68 73.67 18" STORM AB

SCALE: 1" = 30'

0	15	30	60
GRAPHIC SCALE

33" VERTICAL SEPARATION FROM BOTTOM OF 18" STORM STM
TO TOP OF 36" STORM STM

CA

B-7
D	D
CA
C-3
TOP EL: 81.04 80.48 AB N:1702576.324 E:572812.014
INV. W = 73.99 73.98 24" STORM AB
INV. E = 73.99 73.98 24" STORM AB

C-2 TOP EL: 79.23 74.34 AB
N:1702572.351 E:573078.526
INV. N = 73.60 73.57 18" STORM AB
INV. W = 72.82 72.80 24" STORM AB
INV. S = 70.00 70.00 24" STORM AB

30" MES
INV. EL: 74.85 74.86 AB
TOP EL: 74.25 74.34 AB
N:1702570.716 E:572765.383
INV. N = 69.50 69.49 36" STORM AB
CA

CA

D-18
TOP EL: 72.25 72.04 AB N:1702427.150 E:572687.291
INV. W = 68.00 67.79 36" STORM AB
CA	SUMP = 66.50 66.29 AB

STORMWATER POND 4
C-1A
TOP EL: 77.00 73.93 AB N:1702501.730 E:573062.655
INV. N = 69.70 69.70 24" STORM AB
INV. S = 70.00 70.00 36" STORM AB
INV. W = 69.70 69.67 24" STORM AB
C-1
TOP EL: 76.00 75.87 AB N:1702493.596 E:573062.515
INV. N = 70.10 70.05 36" STORM AB
INV. S = 70.10 70.05 36" STORM AB
N:1702519.021 E:573129.796

D-19
TOP EL: 73.05 72.94 AB N:1702416.063 E:572622.991
INV. E = 68.80 68.69 36" STORM AB
SUMP = 67.30 67.19 AB

CA

12" MES
INV. EL: 72.10 71.97 AB N:1702364.335 E:572706.430
CA

24" MES
INV EL: 70.00 70.00 AB N:1702386.469 E:573034.119

CA

CA

CA
D-1C
TOP EL: 75.00 74.98 AB N:1702334.172 E:572671.383
INV. NE = 72.20 72.31 12" HDPE AB

CA
STORMWATER POND 5

CA
WETLAND 7
TRACT W-7	CA

SURVEYORS NOTES:
THIS IS NOT A BOUNDARY SURVEY.
THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

CA	SURVEY CERTIFICATE:

115.00'

CA

CA

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

The seal appearing on this document was authorized by Douglas Scott Willis, P.S.M. 5984 on 8/13/2024.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-14

A-1                            
TOP EL: 79.50 79.46 AB
N:1703322.986 E:572255.862
INV. S = 66.54 66.53 42" STORM AB
INV. NW = 66.62 66.61 42" STORM AB
CA

B-3
TOP EL: 80.92 78.23 AB N:1703321.491 E:572307.721
INV. S = 68.61 68.60 36" STORM AB
INV. NE = 68.61 68.59 36" STORM AB

SCALE: 1" = 30'

0	15	30	60
GRAPHIC SCALE
CA

A-5
TOP EL: 80.48 80.27 AB N:1703170.244 E:571834.561
INV. W = 67.19 67.18 42" STORM AB
INV. E = 67.19 67.17 42" STORM AB

A-4 TOP EL: 82.42 82.39 AB
N:1703177.028 E:572008.052
INV. W = 67.00 67.02 42" STORM AB
INV. S = 69.86 69.85 36" STORM AB
INV. E = 67.00 67.02 42" STORM AB

A-3 TOP EL: 81.11 77.84 AB
N:1703180.412 E:572183.254
INV. W = 66.83 66.80 42" STORM AB INV. E = 66.83 66.80 42" STORM AB
INV. S = 75.75 75.75 18" STORM AB
A-2 TOP EL: 81.35 81.29 AB
N:1703181.648 E:572257.272
INV. W = 66.76 66.72 42" STORM AB
INV. SE = 75.00 75.05 18" STORM AB
INV. N = 66.76 66.72 42" STORM AB

CA

														

A-29A TOP EL: 83.08 81.93 AB
N:1703126.007 E:571993.541
INV. E = 70.50 70.50 18" STORM AB

SAN

A-29
TOP EL: 83.08 82.76 AB N:1703125.194 E:572018.979
INV. W = 70.25 70.26 18" STORM AB
INV. N = 70.25 70.26 36" STORM AB
INV. S = 70.25 70.25 36" STORM AB
A-3A
TOP EL: 80.99 78.59 AB N:1703149.748 E:572184.974
INV. N = 76.00 75.98 18" STORM AB

A-35 TOP EL: 82.28 80.50 AB
N:1703128.525
	 E:572292.093 INV. E = 77.00 77.00 18" STORM AB
INV. NW = 76.00 75.98 18" STORM AB

A-35A
TOP EL: 82.28 81.98 AB N:1703128.953 E:572320.338
INV. W = 77.20 77.20 18" STORM AB

52" VERTICAL SEPARATION FROM BOTTOM OF 18" STORM STM
TO TOP OF 36" STORM STM

OS-2

B-3A TOP EL: 83.85 83.64 AB
N:1703006.007 E:572312.247
INV. S = 68.85 68.85 36" STORM AB
INV. N = 68.85 68.85 36" STORM AB

A-30A TOP EL: 82.20 77.88 AB
N:1702734.071 E:572000.193
INV. SW = 74.25 74.24 18" STORM AB
INV. E = 74.25 74.24 18" STORM AB

A-30
TOP EL: 82.20 79.42 AB N:1702734.190 E:572025.924
INV. S = 72.74 72.70 36" STORM AB
INV. W = 74.20 74.18 18" STORM AB
INV. N = 72.74 72.70 36" STORM AB

C-7 TOP EL: 82.92 82.69 AB
N:1702785.311 E:572297.620
INV. E = 77.25 77.24 18" STORM AB
INV. S = 75.44 75.42 18" STORM AB

	
64" VERTICAL SEPARATION FROM BOTTOM OF 18" STORM STM
TO  TOP OF 36" STORM STM

C-7A
TOP EL: 82.92 82.75 AB N:1702784.990 E:572325.428
INV. W = 77.50 77.48 18" STORM AB

SURVEYORS NOTES:
THIS IS NOT A BOUNDARY SURVEY.
THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND
CA	RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SURVEY CERTIFICATE:

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD
CA		SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

The seal appearing on this document was authorized by Douglas Scott Willis, P.S.M. 5984 on 8/13/2024.

CA

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-16

C-8A

WETLAND 3 TRACT W-3

SCALE: 1" = 30'

0	15	30	60
GRAPHIC SCALE

CA

CA

CA

CA
B-1 TOP EL: 78.00 78.27 AB
N:1703691.415 E:572046.226
INV. SE = 71.50 72.96 24" RCP AB

CA

CA
MES INV 24 RCP
INV EL: 70.00 70.03 AB N:1703511.068 E:572267.580

OS-2
STORMWATER POND 1

CA
B-2A
TOP EL: 72.50 72.45 AB N:1703486.576 E:572313.426
INV. SE = 68.45 68.30 36" STORM AB
SURVEYORS NOTES:
THIS IS NOT A BOUNDARY SURVEY.
THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

          A-1    
TOP EL: 79.50 79.46 AB

B-2
CA		TOP EL: 76.29 76.00 AB N:1703406.762 E:572356.960
INV. SW = 68.52 68.46 36" STORM AB
INV. NW = 68.52 68.46 36" STORM AB

CA
SURVEY CERTIFICATE:

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

The seal appearing on this document was authorized by Douglas Scott Willis, P.S.M. 5984 on 8/13/2024.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-22

CA

RF-08	CA

RM-46

P-1

RSRVC-77
RSRVC-79

CA
RSRVC-78

CA

CA

OS-1

CA

SCALE: 1" = 30'

0	15	30	60
GRAPHIC SCALE

CA
RM-45

RSRVC-76

CA

RF-07 RF-06
18" VERTICAL SEPARATION FROM TOP OF 6" PVC RM TO BOTTOM OF 18" STORM STM

RF-05 RF-04

RV-24
44	RF-03
RM	RM	RM
50.00'

RV-02
50.00'	50.00'
21" VERTICAL SEPARATION FROM BOTTOM OF 6" PVC RM TO TOP OF 8" PVC SAN

RV-03
CA

50.00'    
50.00'
50.00'	CA

CA

SURVEYORS NOTES:
THIS IS NOT A BOUNDARY SURVEY.
THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SURVEY CERTIFICATE:

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-01

RF-09

RSRVC-84

RSRVC-83
RSRVC-86

RSRVC-85

CA

WETLAND 4B TRACT W-4B

RM-49
CA

SCALE: 1" = 30'

0	15	30	60
GRAPHIC SCALE

RSRVC-82

RSRVC-93
CA
P-1

RM-48

60.00'	60.00'	60.00'

CA

RSR

OS-1	CA
OS-1

RM-47

RM-59

60.00'	60.00'	60.00'

CA
CA	CA	CA

SAN	SAN

M-36
RM

RF-02

RM-58

RM-38

RM-39

RM-40

RM-41

RMRL	RL	RM

RM-42

RL RM

RL	RM

RM-43

RL	RM

RM-44
RL
RV-24 RF-03
RM	RM	RM
RM	RL  RM
RL	RM
50.00'	50.00'

RM-57
RM-37
60.00'	60.00'	50.00'	50.00'	50.00'	50.00'	50.00'	50.00'	50.00'	50.00'
RSRVC-74
60.00'
    RSRVC-65                                                                                         
RSRVC-66
RSRVC-67
RSRVC-68
RSRVC-69
RSRVC-70
RSRVC-71
RSRVC-72
RSRVC-73

RSRVC-75

RM-56

60.00'

60.00'

60.00'

50.00'    
50.00'		    50.00'	      50.00'    
50.00'		    50.00'	
  50.00'    
50.00'		
50.00'	    
50.00'

RM-55
OS-1

RF-31 RF-30

RV-25
SURVEYORS NOTES:
THIS IS NOT A BOUNDARY SURVEY.
THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SURVEY CERTIFICATE:
BERESFORD AVE EXTENSION

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-02

OS-4

SCALE: 1" = 30'

50.00'

50.00'

50.00'

50.00'
0	15	30	60
GRAPHIC SCALE

50.00'

RSRVC-55
RSRVC-56
25.96'

RSRVC-61

RSRVC-62
50.00'	50.00'

RSRVC-63
24.45'

SAN

SAN

SAN

RF-01

RM
50.00'
RM-34

50.00'

50.00'
RM-35
RM
50.00'

RM
50.00'
RM-36
RM
RV-01
RSRVC-57
RSRVC-58
RSRVC-59	RSRVC-60
RSRVC-64

	

RM

50.00'
50.00'
50.00'
50.00'
50.00'

OS-4
RM-

RF-31 RF-30

SURVEYORS NOTES:
THIS IS NOT A BOUNDARY SURVEY.
THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SURVEY CERTIFICATE:

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-03

SCALE: 1" = 30'

0	15	30	60
GRAPHIC SCALE

OS-9

	   12" VERTICAL SEPARATION FROM TOP OF 24" STORM STM TO BOTTOM OF 6" PVC RM

RSRVC-92

RV-13
12" VERTICAL SEPARATION FROM BOTTOM OF 30" STORM STM TO TOP OF 6" PVC RM

44" VERTICAL SEPARATION FROM BOTTOM OF 6" PVC RM TO TOP OF 42" STORM STM

RV-09

RF-16 RF-15

RF-14 RF-13

RV-11

RV-12

RL
RV-07 RV-08

FM

RM-54

RL

RM-53
RL		RL

RM-52

  RL	

RL 	
RF-21
RF-20
RF-17
RF-12
            RSRVC-50	RSRVC-49
RF-22

51" VERTICAL SEPARATION FROM TOP OF 36" STORM STM
RV-10
       RF-19 	RF-18
RSRVC-52	RSRVC-51

127" VERTICAL SEPARATION FROM BOTTOM OF 6" RM
TO TOP OF 6" PVC SAN
TO BOTTOM OF 6" PVC RM
OS-10
LS-1

SURVEYORS NOTES:
THIS IS NOT A BOUNDARY SURVEY.
THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SURVEY CERTIFICATE:

OS-4

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-12

RSRVC-11
RSRVC-10

RSRVC-09

CA

OS-3

RF-23

RV-14

RM-28

RV-15

RM-12

RSRVC-40

RM-11
RL

RM-10

RSRVC-53	RSRVC-54                                
RM-13

RF-24

RV-17

RV-16

RM-09
RL

CA

RM-08
RL

OS-1             CA

RM-07

RSRVC-08

RM-06

SCALE: 1" = 30'
RSRVC-41
RSRVC-07
0	15	30	60
GRAPHIC SCALE

CA

CA

RM-29 RSRVC-42

00'
RSRVC-43
RSRVC-44

RSRVC-45

CA
CA

CA

RM-30

RSRVC-46

RSRVC-47

RM-31

RSRVC-48	CA
WETLAND 4A TRACT W-4A
12" VERTICAL SEPARATION FROM BOTTOM OF 6" PVC RM TO TOP OF 30" STORM STM

CA
65" VERTICAL SEPARATION FROM BOTTOM OF 6" PVC RM
	TO TOP OF 42" STORM STM

CA

RL
RM-51

RM-50

RV-06	RF-11
 	 
RV-05
CA

RSRVC-94
CA
CA

RM-32

RSRVC-91

RSRVC-90

RSRVC-89

RM-33

RSRVC-88		 	 	 	 	

RSRVC-87
CA
CA	SURVEYORS NOTES:
1. THIS IS NOT A BOUNDARY SURVEY.
CA	.. THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
CA	CA	3. THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY
CA	FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS
CA	AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

RF-10

RF-09

CA

RSRVC-86

CA

RV-0

R
CA

SURVEY CERTIFICATE:

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-13

CA	19.21'

CA
CA

RM-06

SCALE: 1" = 30'

C-07

RM-05

RSRVC-04

RSRVC-03

25.28'

RSRVC-02

RSRVC-01
0	15	30	60
GRAPHIC SCALE

RSRVC-06
RSRVC-05

RM-04

RM-03
CA

RM-02

RM-01

CA

CA	CA

STORMWATER POND 4

CA

CA

CA
CA

CA

CA

CA
STORMWATER POND 5

CA

CA
WETLAND 7
TRACT W-7	CA

SURVEYORS NOTES:
1. THIS IS NOT A BOUNDARY SURVEY.
.. THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

RV-04

RF-08
	 	 	  115.00' 	 	
CA

RSRVC-81

115.00'
RSRVC-80

CA

CA

SURVEY CERTIFICATE:

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-14

CA

RF-28 RV-20
SCALE: 1" = 30'

0	15	30	60
GRAPHIC SCALE
CA

RM-18

RM-60

CA
				
RV-23 RM-23

RM-22

RV-22

RF-29

RM-21

RL	RL
RM-20

RM-19

RV-19

RF-27
RV-18

RF-26

RF-25

S
RSRVC-25

RSRVC-24

56" VERTICAL SEPARATION FROM BOTTOM OF 6" PVC RM TO TOP OF 36" STORM STM

RSRVC-23

RSRVC-22

RM-17
OS-2

RSRVC-26
RM-24
RSRVC-28

RSRVC-21

RSRVC-27

RSRVC-29

RSRVC-20

RSRVC-19	RM-16

RSRVC-18

RSRVC-32

RM-25
RSRVC-30

RSRVC-33

RSRVC-31

RSRVC-17

RSRVC-34

RSRVC-35

RM-26

RSRVC-36

RSRVC-37

RSRVC-15 RSRVC-14

RM-15

RSRVC-16
SURVEYORS NOTES:
1. THIS IS NOT A BOUNDARY SURVEY.
.. THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND
CA	RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SURVEY CERTIFICATE:

RSRVC-39

RM-27

RSRVC-38

RSRVC-13

RSRVC-12

RM-14

RSRVC-11

RSRVC-10

CA

RSRVC-09

CA

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-16

RM-13

SURVEYORS NOTES:
THIS IS NOT A BOUNDARY SURVEY.
THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SURVEY CERTIFICATE:

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
N/A

AB-28

CA

SERV-91
CA
115.80'

SERV-90

WF-49

78" HORIZONTAL SEPARATION FROM
10" PVC WM TO BACK OF STORM

P-1

WM-44

WM-45

SERV-89

115.00'
CA

CA
115.00'

CA

OS-1

CA
SCALE: 1" = 30'

0	15	30	60
GRAPHIC SCALE

CA
SERV-88

115.00'

WM-43

54	WF-48

19" VERTICAL SEPARATION FROM BOTTOM OF 4" PVC WM
TO TOP OF 6" PVC RCM	CA
26" VERTICAL SEPARATION FROM BOTTOM OF 4" PVC WM TO TOP OF 8" PVC SAN

1
W	WF-47

08

RM
50.00'	50.00'	50.00'
SERV-86
SERV-85
SERV-87	CA

50.00'
50.00'
50.00'	CA

CA

SURVEYORS NOTES:
1. THIS IS NOT A BOUNDARY SURVEY.
.. THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SURVEY CERTIFICATE:

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-01

WM-49
CA

WETLAND 4B TRACT W-4B

SERV-95 SERV-94
WM-48

SERV-97	CA

SERV-96

SCALE: 1" = 30'

0	15	30	60
GRAPHIC SCALE

CA
P-1

60.00'	60.00'	60.00'

CA

WM-47

18" VERTICAL SEPARATION FROM BOTTOM OF 10" PVC WM TO TOP OF 18" STORM STM
8" VERTICAL SEPARATION FROM BOTTOM OF 10" PVC
N	WM TO TOP OF 8" PVC FM
F	12" VERTICAL SEPARATION FROM BOTTOM OF 10" PVC WM TO TOP OF 6" PVC RM

113" VERTICAL SEPARATION FROM BOTTOM OF 10" PVC WM TO TOP OF 8" PVC SAN
96" HORIZONTAL SEPARATION FROM 12" PVC WM TO BACK
OF STORM

20" VERTICAL SEPARATION FROM BOTTOM OF 10" PVC WM TO TOP OF 30" STORM STM
OS-1

CA

84" HORIZONTAL SEPARATION FROM
10" PVC WM TO BACK OF STORM	78" HORIZONTAL SEPARATION FROM
10" PVC WM TO BACK OF STORM
WM-31

WF-28

WF-27

WF-26

WV-22

SERV-72

SERV-75	SERV-76
CA                  
CA	CA
WF-54
CA	WF-46
WF-23
60.00'	60.00'	60.00'
WM-36	WM-37	WM-38
WV-31

SAN
WV-23 FHY-07

SAN
WV-21 WF-24 WF-22

W
WF-25
WV-20

W	W
WM-34

WM-35
W	W	W	W
W

FHY-08

M	RM
60" VERTICAL SEPARATION FROM BOTTOM OF 12" PVC WM TO TOP OF 24" STORM STM

RM	RM

RM	RM

RM	RM

RM	RM
RM	RM	RM
50.00'	50.00'	50.00'	50.00'	50.00'
60.00'	60.00'	60.00'	50.00'	50.00'	50.00'	50.00'	50.00'
SERV-70
SERV-71
SERV-73
SERV-74

SERV-77

SERV-78

SERV-79

SERV-80
          SERV-81  
SERV-82
SERV-83
SERV-84

WM-30
97" VERTICAL SEPARATION FROM BOTTOM OF 12" PVC WM TO TOP OF 8" PVC SAN

WF-21

12" VERTICAL SEPARATION FROM BOTTOM OF 12" PVC WM TO TOP OF 6" PVC RM

60.00'

60.00'

  50.00'    

50.00'		

50.00'	      50.00'    
50.00'		    50.00'	      50.00'    
50.00'  	    50.00'		50.00'
60.00'		     	     	
OS-1

WM-29 WF-20
WF-19

WV-19 WF-14

WF-18 WF-17

WF-16 WF-15

WV-18

SURVEYORS NOTES:
1. THIS IS NOT A BOUNDARY SURVEY.
.. THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 NAD 83 .
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET DECIMAL .
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SURVEY CERTIFICATE:
BERESFORD AVE EXTENSION

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-02

OS-4

SCALE: 1" = 30'

50.00'

50.00'

50.00'

50.00'
0	15	30	60
GRAPHIC SCALE

50.00'

18" VERT FROM B TO TOP

SERV-65

SERV-66

SERV-67

WF-29
8" VERTI FROM BO
WV-24

50.00'	50.00'	25.96'
W	W
WM-33

SERV-68
72" HORIZONTAL SEPARATION FROM 4" PVC WM TO BACK OF STORM

SERV-69
WM TO T

12" VERTI FROM BO WM TO TO

SAN
WM-32

SAN

WF-58

SSAN TRE
24.45'
W
WM-31

WF-

RM
50.00'

RM
50.00'

50.00'

RM
50.00'

RM	RM
50.00'

	

50.00'
50.00'
50.00'
50.00'
50.00'

OS-4

SURVEYORS NOTES:
THIS IS NOT A BOUNDARY SURVEY.
.. THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SURVEY CERTIFICATE:

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-03

SCALE: 1" = 30'

0	15	30	60
GRAPHIC SCALE

OS-9

12" VERTICAL SEPARATION FROM TOP OF 12" PVC WM
TO BOTTOM OF 18" STORM STM

68" VERTICAL SEPARATION FROM BOTTOM OF 12" PVC WM TO TOP OF 36" STORM STM
91" VERTICAL SEPARATION FROM BOTTOM OF 12" PVC WM TO TOP OF 8" PVC SAN
12" VERTICAL SEPARATION FROM BOTTOM OF 12" PVC WM

WV-29

SERV-64
63" VERTICAL SEPARATION FROM BOTTOM OF 12" PVC WM TO TOP OF 8" PVC SAN

24" VERTICAL SEPARATION FROM BOTTOM OF 12" PVC WM TO TOP OF 6" PVC RM

WV-26
SERV-61	 	

58" HORIZONTAL SEPARATION FROM 12" PVC WM TO BACK
OF STORM

WF-35

12" VERTICAL SEPARATION FROM BOTTOM OF 18" STORM STM TO TOP OF 12" PVC WM
TO TOP OF 6" PVC RM

WV-30
WF-45 WF-44
WV-28
WF-43

WV-27		

WM-42

SERV-62
W	W

WF-42 WF-41
WF-40

WF-39 WF-38
WF-36 WF-37
WF-34

W
WF-31 WF-30

WF-32 WF-33
WM-41

FHY-06
WV-25

					 	 	 	 	 
FM
					
SERV-63

SERV-60	SERV-59
               SERV-58                  

OS-10
LS-1

SURVEYORS NOTES:
THIS IS NOT A BOUNDARY SURVEY.
THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SURVEY CERTIFICATE:

OS-4

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-12

WF-10
WV-13

WM-21

WM-22
WF-11 WV-15 FHY-05

WF-57 WF-56

WV-03

WM-05

CA

WF-04

OS-3
WV-14

WF-03

WM

WM-23
68" VERTICAL SEPARATION FROM BOTTOM OF 12" PVC WM TO TOP OF 8" PVC SAN

12" VERTICAL SEPARATION FROM BOTTOM OF 12" PVC WM TO TOP OF 6" PVC RM

SERV-48

SERV-49

CA	OS-1	CA

SCALE: 1" = 30'

WM-24
0	15	30	60
GRAPHIC SCALE

SERV-52

SERV-50		 	 		CA
SERV-06
SERV-

SERV-53	SERV-51

78" HORIZONTAL SEPARATION FROM	CA
10" PVC WM TO BACK OF STORM

00'

WM-25
CA
CA

SERV-54	CA

SERV-55

SERV-56

SERV-57

TION STORM C WM

SERV-106
24" VERTICAL SEPARATION FROM BOTTOM OF 12" PVC WM TO TOP OF 6" PVC RM
WM-40	WM-39

WM-26

WV-16 WF-12

WV-17 WV-33
WF-59 FHY-09

CA
140" VERTICAL SEPARATION
FROM BOTTOM OF 12" PVC WM  
TO TOP OF 8" PVC SAN
12" VERTICAL SEPARATION FROM BOTTOM OF 12" PVC WM TO TOP OF 36" STORM STM

CA
WETLAND 4A TRACT W-4A

CA

63" VERTICAL SEPARATION
FROM BOTTOM OF 12" PVC WM	CA
TO TOP OF 42" STORM STM
CA

WM-27
CA
CA
78" HORIZONTAL SEPARATION FROM
10" PVC WM TO BACK OF STORM

SERV-105

SERV-104

SERV-103		 	 	 	

SERV-102

WM-28

CA
CA
CA	SURVEYORS NOTES:
1. THIS IS NOT A BOUNDARY SURVEY.
CA	.. THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION
CA	OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH
CA	AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY
FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
CA	7. BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS
AND THEN LOCATED.
8. SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SERV-99

SERV-98

WF-13
SERV-101

SERV-100

CA
CA	SURVEY CERTIFICATE:

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

CA

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-13

CA	19.21'

WM-04
CA
84" HORIZONTAL SEPARATION FROM 12" PVC WM TO BACK
OF STORM

CA

WM-03

SERV-03

WF-02
78" HORIZONTAL SEPARATION FROM 12" PVC WM TO BACK
OF STORM

SCALE: 1" = 30'

SERV-06
SERV-05
WM-02

WF-01

SERV-93

WF-51 WV-02

SERV-02
25.28'
W
FHY-01

WM-01

SERV-01

WV-01
WF-65 WF-64

WF-63

WF-62

WF-60

WV-34 WF-61
0	15	30	60
GRAPHIC SCALE

SERV-04

CA

CA

A	CA

STORMWATER POND 4

CA

CA

CA
CA

CA

CA

CA
STORMWATER POND 5
WETLAND 7
TRACT W-7	CA

A

WV-32 SERV-92

CA

	 	  115.00' 	 	
CA
SURVEYORS NOTES:
1. THIS IS NOT A BOUNDARY SURVEY.
.. THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SURVEY CERTIFICATE:

WF-50

WM-46

SERV-91

CA

CA
115.80'

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-14

CA

							
SERV-24  
SCALE: 1" = 30'

0	15	30	60
GRAPHIC SCALE

CA

SERV-29

94" HORIZONTAL SEPARATION FROM
6" PVC WM TO BACK OF STORM
89" VERTICAL SEPARATION FROM BOTTOM OF 6" PVC WM TO TOP OF 42" STORM STM

12" VERTICAL SEPARATION FROM BOTTOM OF 6" PVC WM TO TOP OF 6" PVC RM

SERV-25
27" VERTICAL SEPARATION FROM BOTTOM OF 6" PVC WM TO TOP OF 8" PVC SAN
67" VERTICAL SEPARATION FROM BOTTOM OF 6" PVC WM TO TOP OF 36" STORM STM

WV-07

WV-11

SERV-32

SERV-31

             SERV-30                     
WF-09 WV-10
WV-09
WF-52
SERV-28 WV-08
SERV-27
SERV-26
WF-08
WF-07				 	 	
SERV-23

WM-14

WF-53
  FHY-03 

WM-13

WM-12

SERV-22 WV-06
WM-11	CA

72" HORIZONTAL SEPARATION FROM
6" PVC WM TO BACK OF STORM

				

SERV-35

SAN

WM-15

WM-16

SERV-33
93" VERTICAL SEPARATION	 	
FROM BOTTOM OF 12" PVC WM TO TOP OF 42" STORM STM
30" VERTICAL SEPARATION FROM BOTTOM OF 12" PVC WM TO TOP OF 8" PVC SAN
28" VERTICAL SEPARATION FROM BOTTOM OF 12" PVC WM TO TOP OF 6" PVC RM
67" HORIZONTAL SEPARATION FROM
12" PVC WM TO BACK OF STORM

SERV-21

WM-10

SERV-20

SERV-34		 	 	
SERV-19

SERV-36

WM-17

SERV-18
OS-2

WM-09
SERV-17

SERV-37
SERV-39

SERV-38

SERV-40		 	 	 	 	 	
WM-18

WV-05

WF-06
SERV-16

FHY-02

SERV-15 WF-05

SERV-14

SERV-13

WM-08

SERV-43

SERV-44

SERV-45

WM-19

WV-12 FHY-04

WM-20

SERV-41

SERV-42

WF-55

SERV-46		 	 	 	 	 	

SERV-47
78" HORIZONTAL SEPARATION FROM 12" PVC WM TO BACK

SERV-11

SERV-10

60" VERTICAL SEPARATION FROM BOTTOM OF 12" PVC WM TO TOP OF 8" PVC SAN

12" VERTICAL SEPARATION FROM BOTTOM OF 12" PVC WM TO TOP OF 18" STORM STM

WM-07

SERV-12		 	 			

96" HORIZONTAL SEPARATION FROM 12" PVC WM TO BACK
OF STORM

WM-06

71" VERTICAL SEPARATION FROM BOTTOM OF 12" PVC WM TO TOP OF 36" STORM STM
SURVEYORS NOTES:
1. THIS IS NOT A BOUNDARY SURVEY.
.. THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
3. THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
CA	4. HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH
AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE E;AGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SURVEY CERTIFICATE:

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE
CA	APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH
IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
OF STORM	12" VERTICAL SEPARATION
FROM BOTTOM OF 6" PVC RM
Scale:

WF-10
WV-13
15" HORIZONTAL SEPARATION FROM 12" PVC WM TO BACK
OF STORM

WM-21

WM-22

TO TOP OF 12" PVC WM

WF-11 WV-15 FHY-05
SERV-09

WV-04 WF-57 WF-56
W
WV-03

WM-05

SERV-08	SERV-07
CA

WF-04
1" = 30'

AB-16

SURVEYORS NOTES:
THIS IS NOT A BOUNDARY SURVEY.
THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SURVEY CERTIFICATE:

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
N/A

AB-28

SURVEYORS NOTES:
THIS IS NOT A BOUNDARY SURVEY.
THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SURVEY CERTIFICATE:

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
N/A

AB-29

CA
115.80'

SSRVC-18

-1

115.00'
CA

CA
115.00'

CA

OS-1

CA

SCALE: 1" = 30'

0	15	30	60
GRAPHIC SCALE

CA		

SSRVC-17
115.00'

CA

15" VERTICAL SEPARATION FROM BOTTOM OF 18" RCP STM TO TOP OF 8" PVC SAN

S-21
TOP EL: 78.22 77.64 AB
N:1701797.394	 E:572619.913
SS	INV. N = 71.60 71.61 8" PVC AB
INV. W = 71.50 71.52 8" PVC AB

RM	RM	RM
50.00'	50.00'
SSRVC-16
50.00'
CA

50.00'    
50.00'
50.00'	CA

CA

SURVEYORS NOTES:
1. THIS IS NOT A BOUNDARY SURVEY.
.. THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SURVEY CERTIFICATE:

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

The seal appearing on this document was authorized by Douglas Scott Willis, P.S.M. 5984 on 8/13/2024.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-01

INV. N = 66.96 66.94 8" PVC AB
FF-02

SSRVC-60

SSRVC-61
CA

WETLAND 4B TRACT W-4B

FM-08

CA

SCALE: 1" = 30'

0	15	30	60
GRAPHIC SCALE

CA
P-1

SSRVC-58

SSRVC-59

60.00'	60.00'	60.00'
FM-07
CA

19" VERTICAL SEPARATION FROM TOP OF 8" PVC SAN TO BOTTOM OF 24" RCP STM

42" VERTICAL SEPARATION
 FROM TOP OF 18" RCP STM
05	TO BOTTOM OF 8" PVC FM

FM-06

S-18
TOP EL: 82.59 82.71 AB N:1701799.809 E:571907.673
INV. SE = 68.44 68.43 8" PVC AB
INV. W = 68.44 68.43 8" PVC AB
INV. N = 68.34 68.32 8" PVC AB

SSRVC-09

26" VERTICAL SEPARATION FROM BOTTOM OF 18" RCP STM TO TOP OF 8" PVC SAN
OS-1

SSRVC-11

S-20
TOP EL: 78.13 77.38 AB N:1701793.766 E:572250.169
INV. E = 70.02 70.00 8" PVC AB
INV. W = 69.92 69.90 8" PVC AB

CA

CA	CA

CA

15" VERTICAL SEPARATION FROM BOTTOM OF 18" RCP STM TO TOP OF 8" PVC SAN
CA
60.00'	60.00'	60.00'

SAN  SS

SS SAN

SS	SS	SS	SS

SS	SS	SS

SS	SS

RM

FM-05	RM

S-19RM

RM	RM	RM

RM	RM

RM	RM

RM	RM
50.00'	50.00'	50.00'
TO6P0.E0L0:' 82.05 81.44 AB
60.00'	60.00'	50.00'	50.00'	50.00'	50.00'	50.00'	50.00'	50.00'
SSRVC-15
SSRVC-07
N:1701784.483 E:571940.532
INV. E = 68.68 68.67 8" PVC AB
INV. NW = 68.58 68.57 8" PVC AB
18" VERTICAL SEPARATION FROM BOTTOM OF 18" RCP STM TO TOP OF 8" PVC SAN
SSRVC-08
SSRVC-10
SSRVC-12

SSRVC-13
SSRVC-14
97" VERTICAL SEPARATION FROM BOTTOM OF 8" PVC FM TO TOP OF 8" PVC SAN

FF-01

FM-04

60.00'

 60.00'      	

60.00'

  50.00'    

50.00'  	    50.00'	      50.00'    

50.00'		    50.00'	

  50.00'    

50.00'		    50.00'	    

50.00'

FM-03

FM-02
OS-1

FM-01

FV-01
SURVEYORS NOTES:
1. THIS IS NOT A BOUNDARY SURVEY.
.. THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SURVEY CERTIFICATE:

BERESFORD AVE EXTENSION

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

The seal appearing on this document was authorized by Douglas Scott Willis, P.S.M. 5984 on 8/13/2024.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-02

OS-4

SCALE: 1" = 30'

0	15	30	60
GRAPHIC SCALE

50.00'
50.00'
50.00'
50.00'

50.00'

		

S-23 TOP EL: 80.11 79.36 AB
E:571581.508 INV. E = 73.30 73.28 8" PVC AB
SSRVC-01

50.00'	50.00'	25.96'

SSRVC-03

74" VERTICAL SEPARATION FROM BOTTOM OF 18" RCP STM TO TOP OF 8" PVC SAN

24.45'

SSRVC-05

19" VERTI FROM TOP TO BOTTO

42" VERTI FROM TOP TO BOTTO

SAN SS

SS  SAN	SS

SAN SS

SAN	SS
SSASN	SS

RM
50.00'

SSRVC-02

RM
50.00'

50.00'
SSRVC-04

50.00'

RM	RM
50.00'
SSRVC-06

	

FF-01

50.00'
50.00'
50.00'
50.00'
50.00'

FM-04

FM-03

OS-4
FM-02

FM-01

FV-01

SURVEYORS NOTES:
THIS IS NOT A BOUNDARY SURVEY.
THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SURVEY CERTIFICATE:

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

The seal appearing on this document was authorized by Douglas Scott Willis, P.S.M. 5984 on 8/13/2024.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-03

SCALE: 1" = 30'

0	15	30	60
GRAPHIC SCALE

OS-9

S-2A TOP EL: 80.81 80.94 AB
N:1702408.324 E:571346.423
INV. N = 68.95 69.04 8" PVC AB
INV. S = 68.85 69.03 8" PVC AB

58" VERTICAL SEPARATION FROM BOTTOM OF 24" RCP STM TO TOP OF 8" PVC SAN

S-2
TOP EL: 80.56 80.81 AB N:1702348.085 E:571345.825
INV. E = 62.91 62.87 8" PVC AB
INV. N = 68.61 68.59 8" PVC AB

39" VERTICAL SEPARATION
S-3A
TOP EL: 81.14 80.69 AB N:1702415.951 E:571601.998
INV. N = 69.75 69.57 8" PVC AB
INV. S = 69.65 69.50 8" PVC AB

120" VERTICAL SEPARATION FROM BOTTOM OF 18" RCP STM TO TOP OF 8" PVC SAN
SSRVC-23
INV. W = 62.91 62.84 8" PVC AB	                    FROM BOTTOM OF 30" RCP STM
INV. S = 62.81 62.81 8" PVC AB
TO TOP OF 8" PVC SAN

SS	SS	SS	SS
SS	SS	SS	SS

FM
FF-10

FF-09

FF-06
FF-08	FF-07
 				  
FM-14

S-3

SSRVC-21
FM
FM-13
FM

FM-12
                  S-38A                                            
127" VERTICAL SEPARATION
SSRVC-22
TOP EL: 80.87 80.62 AB
TOP EL: 80.37 79.79 AB
N:1702346.298 E:571241.431
INV. W = 63.51 63.51 8" PVC AB
INV. E = 63.33 63.50 8" PVC AB
59" VERTICAL SEPARATION FROM BOTTOM OF 36" RCP STM TO TOP OF 8" PVC SAN
OS-10

LS-1
S-1

58" VERTICAL SEPARATION FROM BOTTOM OF 36" RCP STM TO TOP OF 8" PVC SAN
FROM BOTTOM OF 6" PVC RM TO TOP OF 8" PVC SAN
N:1702352.491 E:571602.777
INV. E = 64.03 64.13 8" PVC AB
INV. N = 69.40 69.46 8" PVC AB
INV. W = 63.93 64.08 8" PVC AB
TOP EL: 80.86 80.80 AB N:1702303.335 E:571347.187
INV. N = 62.63 62.56 8" PVC AB
INV. E = 62.53 62.52 8" PVC AB				

SURVEYORS NOTES:
THIS IS NOT A BOUNDARY SURVEY.
THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SURVEY CERTIFICATE:

OS-4

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

The seal appearing on this document was authorized by Douglas Scott Willis, P.S.M. 5984 on 8/13/2024.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-12

                SSRVC-50                                                 

CA

17" VERTICAL SEPARATION FROM BOTTOM OF 36" RCP STM TO TOP OF 8" PVC SAN
OS-3
S-6 TOP EL: 81.75 79.93 AB

SS	SS

		

SS	SS

S-7

SS	SS 	 		SS

			

N:1702694.296
E:572013.344 INV. E = 70.60 70.61 8" PVC AB
INV. N = 70.60 70.62 8" PVC AB
INV. S = 70.50 70.50 8" PVC AB

SSRVC-29

45" VERTICAL SEPARATION FROM BOTTOM OF 18" RCP STM TO TOP OF 8" PVC SAN

SSRVC-49
34" VERTICAL SEPARATION FROM TOP OF 8" PVC SAN
	 	  TO BOTTOM OF 18" RCP STM
TOP EL: 81.49 81.29 AB N:1702698.974 E:572309.154
INV. N = 72.22 72.21 8" PVC AB INV. E = 71.89 71.89 8" PCVAC AB INV. W = 71.79 71.79 8" PVC AB
OS-1

           CA

S-8 TOP EL: 80.22 80.05 AB
N:1702699.325 E:572523.849

SSRVC-51

SCALE: 1" = 30'

SSRVC-28
INV. E = 72.79 72.78 8" PVC AB
INV. W = 72.74 72.72 8" PVC AB
0	15	30	60
GRAPHIC SCALE

CA

CA

SSRVC-27
00'

SSRVC-26

CA
CA

CA

SSRVC-25

S-4
TOP EL: 82.72 82.78 AB N:1702355.214 E:571848.599
79" VERTICAL SEPARATION FROM BOTTOM OF 30" RCP STM TO TOP OF 8" PVC SAN

SSRVC-24	CA
WETLAND 4A TRACT W-4A
INV. E = 65.11 65.24 8" PVC AB
INV. W = 65.01 65.14 8" PVC AB

S-5
TOP EL: 82.00 80.53 AB N:1702359.533
E:572018.028	CA
INV. N = 65.89 65.87 8" PVC AB
INV. S = 65.89 65.87 8" PVC AB
INV. W = 65.79 65.77 8" PVC AB

CA

FM
FM-11
FM
FF-05
18" VERTICAL SEPARATION	CA
FROM BOTTOM OF 42" RCP STM
TO TOP OF 8" PVC SAN	CA

18" VERTICAL SEPARATION FROM BOTTOM OF 6" PVC RM TO TOP OF 8" PVC FM

FF-04 FM-10

CA
CA
123" VERTICAL SEPARATION FROM BOTTOM OF 18" RCP STM TO TOP OF 8" PVC SAN
SSRVC-63

SSRVC-62

FM-09

SSRVC-20
CA
CA	SURVEYORS NOTES:
1. THIS IS NOT A BOUNDARY SURVEY.
CA	.. THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION
CA	OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
CA	3. THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY
CA	FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS
CA	AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

FF-03

FF-02

SSRVC-61

S-17
TOP EL: 82.86 82.74 AB N:1702089.654
E:572023.148	CA
INV. S = 67.06 67.05 8" PVC AB
INV. N = 66.96 66.94 8" PVC AB
SURVEY CERTIFICATE:
CA
I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

The seal appearing on this document was authorized by Douglas Scott Willis, P.S.M. 5984 on 8/13/2024.

CA

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-13

CA

16" VERTICAL SEPARATION FROM TOP OF 8" PVC SAN TO BOTTOM OF 18" RCP STM
CA
CA

SSRVC-52
S-9
TOP EL: 80.84 80.80 AB N:1702593.690 E:572792.822
INV. E = 74.04 74.04 8" PVC AB
INV. W = 73.94 73.93 8" PVC AB
SSRVC-53

25.28'

SSRVC-54

S-10
TOP EL: 81.23 81.12 AB N:1702584.693 E:572961.785
INV. W = 76.24 76.26 8" PVC AB

SCALE: 1" = 30'

0	15	30	60
GRAPHIC SCALE

16" VERTICAL SEPARATION
FROM BOTTOM OF 8" PVC SAN	CA
TO TOP OF 36" RCP STM

CA

CA

STORMWATER POND 4

CA

CA

CA
CA

CA

CA

CA
STORMWATER POND 5

CA
WETLAND 7
TRACT W-7	CA

SURVEYORS NOTES:
1. THIS IS NOT A BOUNDARY SURVEY.
.. THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE E;AGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

CA	SURVEY CERTIFICATE:

S-22
TOP EL: 76.70 76.92 AB N:1702116.808 E:572616.928
INV. S = 72.90 72.90 8" PVC AB	 	
115.00'
SSRVC-19

CA

CA

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

The seal appearing on this document was authorized by Douglas Scott Willis, P.S.M. 5984 on 8/13/2024.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-14

CA

SCALE: 1" = 30'

  S-15 
TOP EL: 81.30 81.06 AB N:1703163.673
 	       SSRVC-40                                       E:571881.864                                                         
INV. E = 75.80 75.81 8" PVC AB	SSRVC-41

S-14
TOP EL: 82.65 81.71 AB N:1703165.084 E:572005.288
INV. E = 75.14 75.12 8" PVC AB
INV. W = 75.14 75.12 8" PVC AB
	  INV. S = 75.04 75.03 8" PVC AB
27" VERTICAL SEPARATION FROM BOTTOM OF 8" PVC SAN
TO TOP OF 36" RCP STM  SSRVC-42

SSRVC-57

S-12 TOP EL: 81.13 80.71 AB
N:1703244.579 E:572301.515
INV. S = 74.50 74.48 8" PVC AB

CA

SSRVC-43

0	15	30	60
GRAPHIC SCALE

CA

SS	SS

SSRVC-56

SSRVC-38

36" VERTICAL SEPARATION FROM BOTTOM OF 8" PVC SAN TO TOP OF 18" RCP STM

SAN

SSRVC-39

34" VERTICAL SEPARATION FROM TOP OF 8" PVC SAN TO BOTTOM OF 6" RM
S-16
TOP EL: 80.99 80.44 AB N:1703168.182 E:572171.995
INV. W = 75.80 75.82 8" PVC AB

SSRVC-44

30" VERTICAL SEPARATION FROM BOTTOM OF 18" RCP STM TO TOP OF 8" PVC SAN

OS-2

SSRVC-36	SSRVC-37

SSRVC-55

SSRVC-45

S-13
TOP EL: 83.49 82.83 AB N:1702915.670 E:572009.455
INV. N = 74.04 74.04 8" PVC AB
INV. S = 73.94 73.92 8" PVC AB

SSRVC-35
SSRVC-34

SSRVC-46

SSRVC-32

SSRVC-33

SSRVC-47

50" VERTICAL SEPARATION
	 FROM BOTTOM OF 18" RCP STM TO TOP OF 8" PVC SAN

S-11
TOP EL: 83.67 83.16 AB N:1702848.707 E:572307.761
INV. N = 72.92 72.90 8" PVC AB
INV. S = 72.82 72.81 8" PVC AB

SURVEYORS NOTES:
THIS IS NOT A BOUNDARY SURVEY.
.. THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND
CA	RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE E;AGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SURVEY CERTIFICATE:

SSRVC-30

17" VERTICAL SEPARATION FROM BOTTOM OF 36" RCP STM TO TOP OF 8" PVC SAN

SSRVC-31

SSRVC-48

                SSRVC-50                     

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD
CA		SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

The seal appearing on this document was authorized by Douglas Scott Willis, P.S.M. 5984 on 8/13/2024.

CA

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
1" = 30'

AB-16

SURVEYORS NOTES:
THIS IS NOT A BOUNDARY SURVEY.
THE PURPOSE OF THIS SURVEY IS TO DEPICT RECORD INFORMATION OBTAINED DURING CONSTRUCTION OF NEW IMPROVEMENTS.
THIS AS BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
HORIZONTAL COORDINATES AND POSITION ARE BASED ON THE NORTH AMERICAN DATUM 1983 (NAD 83).
DIMENSIONS AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET (DECIMAL).
ELEVATIONS ARE BASED ON BENCHMARK SJRWMD BM 05-08-626-0 AT ELEVATION 72.076.
BURIED UNDERGROUND UTILITY LOCATIONS ARE FLAGGED BY OTHERS AND THEN LOCATED.
SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

SURVEY CERTIFICATE:

I HEREBY CERTIFY THAT THE ATTACHED PRINTS INDICATING RECORD SURVEY INFORMATION FOR THE PROJECT IS IN COMPLIANCE WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIELD SURVEYING SET FORTH IN RULE 5 J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. UNLESS IT BEARS THE SIGNATURE & ORIGINAL SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY.

The seal appearing on this document was authorized by Douglas Scott Willis, P.S.M. 5984 on 8/13/2024.

Drawn by:
L.G.R.
Checked by:
M.E.B.
AB Date:
8/13/2024
Scale:
N/A

AB-28
APPLICATION AND CERTIFICATE FOR PAYMENT	Invoice#:	2328-4

To OWner: Landsea Homes	Project	2328. TrinityGardens 2420 S LakemontAvenue, Suite 450

Orlando, FL 32814
From Contractor:  Blue Ox Enterprises, LLC	Via Architect
500 North Way
Sanford, FL 32773
Contract For:
Application No. :	4
Period To:	12/15/2023
Project Nos: Contract Date:
Distribution to : C]	Owner C:=J Architect c:::J contractor r::::J
C]
CONTRACTOR'S APPLICATION FOR PAYMENT
Application ismade 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.
Original Contract Sum ....................... .
NeCthange By Change Order ................... .
3C. ontract Sum To Date ......................... .
4.Total Completed and Stored To Date ........... . 5.Retainage:
a	10.00% of Completed Work	$415,999.10
$9,272,676.30
$0.00
$9,272,676.30
$4,159,990.73

-	~·
State of:,-- '	•
Subscribed and sworn tope	•

Date:

12/19/2.3

County of: ..........	,-d
dayof	'-....:) , • "2.	::::,G,.=>
b.	0.00% of Stored Material
$0.00
Notary Publit.:.·--,-- C
My Commission expires"':-..::;;.	\.C  *:-y--...::::::::
t < ,, ·o_,·· a"
t·',· ,v- •\,;!': •• , _ :/ ;:j,_,riu J	{.
Total Retainage .......................... .

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

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

Balance To Finish, Plus Retainage .............. .

$415,999.10
$3,743,991.63

$571,680.15
$3,172,311.48

$5,528,684.67
',} :".·;i\; . ,;,'\/;ii1.,23S	2
E:r- -,r. ::..;s,ntr.c\i::::-=-:
ARCHITECT'S CERTIFICATE FOR PAYMENT ,,	•• ·' _, •	-	·-;-  f'.f,·-'
In accordance withthe Contract Documents, based on on-'.site observations and·the data	- 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 ofthe AMOUNT CERTIFIED.

AMOUNT CERTIFIED $ 3,172,311.48

CHANGE ORDER SUMMARY	Additions	Deductions
(Attach explanation if amount cerlified differs from the amount applied. Initial all figures on this Application and on th, Continuation Sheet that are changed to conform1Mth 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.

Contract:	2328. Trinity Gardens
Application#: Invoice: Date:
4
2328-4
12/15/23

I	BIii eroup
010()-	14 SDev Rough Grading	------
-	.	-
8005	INIH PROTECTION	58	EA	129.79	7,527.82		0.00			0.00		

I

I
I

I	0.00	0.00%	7,527.82	0.00	
8010	TREE PROTECTION	14,190	LF	6.32	89,680.80	14,190	89,680.80			0.00	14,190		89,680.80	100.00%	0.00	8,968.08	
8020	SILTFENCE	8,740	LF	1.40	12,236.00	8,740'•	12,236.00			0.00	8,740		12,236.00	100.00%	0.00	1,223.60	
8025	DOUBLESILT FENCE	6,867	LF	2.82	19,364.94	6,867	19,364.94			0.00	6,867		19,364.94	100.00%	0.00	1,936.49	
8035	CLEARINGCHIPO HAUL	36	ACR	7,782.50	280,170.00	28	217,910.00	8		62,260.00	36		280,170.00	100.00%	0.00	28,017.00	
8050	STRIPPINGS	28,016	CY	1.67	46,786.72	I	0.00			0.00			0.00	0.00%	46,786.72	0.00	
8055	EXCAVATION	221,337	CY	2.03	449,314.11	20,658	41,935.74	11#1111##		272,582.31	154,935		314,518.05	70.00%	134,796.06	31,451.80	
8070	EMBANKMENT	115,401	CY	0.73	84,242.73	20,658	15,080.34	60,122		43,889.06	80,780		58,969.40	70.00%	25,273.33	5,896.94	
8071	PAD GRADING	110	EA	195.63	21,519.30		0.00			0.00			0.00	0.00%	21,519.30	0.00	
8085	POND GRADING	12,990	SY	0.68	8,833.20		0.00			0.00			0.00	0.00%	8,833.20	0.00	
8090	SWALE GRADING	1,250	SY	0.68	850.00		0.00			0.00			0.00	0.00%	850.00	0.00	
8110	TIE IN GRADING	10,216	SY	0.58	5,925.28		0.00			0.00			0.00	0.00%	5,925.28	0.00	
8115	R/WGRADING	17,620	SY	0.68	10,161.60		0.00			0.00			0.00	0.00%	10,161.60	0.00	
																	
8135	SLOPEGRADING	10,156	SY	0.60	6,093.60		0.00			0.00				0.00%	6,093.60	0.00	
						
I							0.00				
8180	PONDSOD	12,990	SY	3.19	41,438.10	
I	0.00		I	0.00			0.00	0.00%	41,438.10	0.00	
8185	SWALE SOD	1,250	SY	3.19	3,987.50		0.00		i	0.00			0.00	0.00%	3,987.50	0.00	
8190	R/WSOD	5,834	SY	3.19	18,610.46		0.00			0.00			0.00	0.00%	18,610.46	0.00	
8205	SEEDO MULCH	19	ACR	1,125.00	21,375.00		0.00			0.00			0.00	0.00%	21,375.00	0.00	
8210	MULCH PATH	2,260	SY	48.13	108,773.80		0.00			0.00			0.00	0.00%	108,773.80	0.00	
8220	STRIPSOD	3,768	SY	3.19	12,019.92		0.00			0.00			0.00	0.00%	12,019.92	0.00	

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
4
2328-4
12/15/23

Item	Description
Contract
Quantity	UOM
Unit Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

8230	SLOPE SOD	10,156	SY	3.19	32,397.64	0.00	0.00	0.00	0.00%	32,397.64	0.00				
8235	SOD TIEIN	10,092	SY	3.19	32,193.48	0.00	0.00	0.00	0.00%	32,193.48	0.00				
8295	RETAININGWALL	12,951	SF	32.44	420,130.44	1,890	61,000.00	0.00	1,890		61,000.00	14.52%	359,130.44	6,100.00	
8300	42' HANDRAIL	3,021	LF	45.16	136,428.36	0.00	0.00	0.00	0.00%	136,428.36	0.00				
8310	DEWATERING		LS		221,765.00	133,059.00	0.00		

I	133,059.00	60.00%	88,706.00	13,305.90		
Total for 14SDevRough Grading	2,091,825.80	590,266.82	378,731.37	968,998.19	46.32%	1,122,827.61	96,899.81

BillGroup	0200	14 SDev Sewer
. ..	..
104	8' PVC	SDR 26 • MATERIAL	445	LF	20.22	8,997.90	0.00	445	8,997.90	445	8,997.90	100.00%	0.00	899.79	
105	8' PVC	SDR 26 - INSTALLED	445	LF	12.62	5,615.90	0.00	0.00	0.00	0.00%	5,615.90	0.00			
109	8" PVC 6-8SOR 26• MATERIAL	1,232	LF	20.22	24,911.04	0.00	1,232	24,911.04	1,232	24,911.04	100.00%	0.00	2,491.10	
110	8' PVC 6-8 SOR 26- INSTALLED	1,232	LF	14.30	17,617.60	0.00	314	4,490.20	314	4,490.20	25.49%	13,127.40	449.02	
114	8' PVC 8-10SDR26 • MATERIAL	943	LF	20.22	19,067.46	0.00	943	19,067.46	943	19,067.46	100.00%	0.00	1,906.75	
115	8"PVC8-10SOR 26• INSTALLED	943	LF	17.87	16,851.41	0.00	163	2,912.81	163	2,912.81	17.29%	13,938.60	291.28	
119	8' PVC10-12 SOR 26 • MATERIAL	1,422	LF	20.22	28,752.84	0.00	1,422	28,752.84	1,422	28,752.84	100.00%	0.00	2,875.28	
120	8"PVC10-12SOR 26 • INSTALLED	1,422	LF	21.45	30,501.90	0.00	117	2,509.65	117	2,509.65	8.23%	27,992.25	250.97	
124	8' PVC12-14SOR 26 - MATERIAL	460	LF	20.22	9,301.20	0.00	460	9,301.20	460	9,301.20	100.00%	0.00	930.12	
125	S"PVC 12-14 SOR 28- INSTALLED	460	LF	26.81	12,332.60	0.00	100	2,681.00	100	2,681.00	21.74%	9,651.60	268.10	
129	8' PVC14-16 SOR 26- MATERIAL	556	LF	20.22	11,242.32	0.00	556	11,242.32	556	11,242.32	100.00%	0.00	1,124.23	

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
4
2328--4
12/15/23

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	complete	To Finish	Retainage	

130	8"PVC14-16 SOR 26- INSTALLED	556	LF	31.54	17,536.24	0.00	11		346.94	11		346.94	1.98%	17,189.30	34.69		
134	8'PVC16-18 SOR 26- MATERIAL	880	LF	20.22	17,793.60	0.00	880		17,793.60	880		17,793.60	100.00%	0.00	1,779.36		
135	8' PVC16-18 SOR 26- INSTALLED	880	LF	38.30	33,704.00	.	0.00	0.00	0.00	0.00%	33,704.00	0.00					
144	10"PVC16-18 SOR 26- MATERIAL	378	LF	30.81	11,646.18	0.00	378		11,646.18	378	I
'	11,646.18	100.00%	0.00	1,164.62		
145	10"PVC16-18 SOR 26- INSTALLED	378	LF	38.30	14,477.40	0.00	0.00	0.00	0.00%	14,477.40	0.00						
154	10'PVC18-20 SOR 26 - MATERIAL	22	LF	30.81	677.82	0.00	22		677.82	22		677.82	100.00%	0.00	67.78		
155	10'PVC18-20SOR 26 - INSTALLED	22	LF	44.64	982.08	I
'	0.00	0.00	0.00	0.00%	982.08	0.00					
444	MANHOLE 0-6 - MATERIAL	4	EA	5,034.30	20,137.20	0.00	l		5,034.30	1	

I	5,034.30	25.00%	15,102.90	503.43		
445	MANHOLE 0-6- INSTALLED	4	EA	536.16	2,144.64	0.00	0.00			0.00	0.00%	2,144.64	0.00				
449	MANHOLE 6-8- MATERIAL	6	EA	5,701.99	34,211.94	0.00	2		11,403.98	2	'	11,403.98	33.33"/o	22,807.96	1,140.40		
450	MANHOLE 6-8- INSTALLED	6	EA	670.20	4,021.20	0.00	1		670.20	1		670.20	16.67%	3,351.00	67.02		
454	MANHOLE 8-10 - MATERIAL	3	EA	6,643.16	19,929.48	0.00	1		6,643.16	1		6,643.16	33.33%	13,286.32	664.32		
455	MANHOLE 8-10- INSTALLED	3	EA	804.24	2,412.72	
!'	0.00	1		804.24	1		804.24	33.33%	1,608.48	80.42	
459	MANHOLE 10-12 - MATERIAL	5	EA	7,195.28	35,976.40	0.00	2		14,390.56	2		14,390.56	40.00%	21,585.84	1,439.06		
460	MANHOLE 10-12-INSTALLED	5	EA	1,072.32	5,361.60	0.00	1		1,072.32	1		1,072.32	20.00%	4,289.28	107.23		
464	MANHOLE 12-14-MATERIAL	2	EA	7,877.08	15,754.16	'	0.00	1		7,877.08	1	I	7,877.08	50.00%	7,877.08	787.71	
465	MANHOLE 12-14- INSTALLED	2	EA	1,072.32	2,144.64	0.00	1	'	1,072.32	1		1,072.32	50.00%	1,072.32	107.23		
469	MANHOLE 14-16- MATERIAL	2	EA	8,420.21	16,840.42	0.00	2	
I	16,840.42	2		16,840.42	100.00%	0.00	1,684.04		

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
4
2328-4
12/15/23

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

470	MANHOLE 14-16-INSTALLED	2	EA	1,340.40	2,680.80	0.00	0.00	0.00	0.00%	2,680.80	0.00					
474	MANHOLE16-18-MATERIAL	6	EA	9,279.21	55,675.26	0.00	6		55,875.26	6		55,675.26	100.00%	0.00	5,587.53	
475	MANHOLE16-18-INSTALL£D	6	EA	1,340.40	8,042.40	0.00	0.00	0.00	0.00%	8,042.40	0.00					
484	MANHOLE 18-20-MATERIAL	1	EA	9,839.04	9,839.04	0.00	0.00	0.00	0.00%	9,839.04	0.00					
485	MANHOLE 18-20 - INSTALLED	1	EA	1,608.47	1,608.47	0.00	0.00	0.00	0.00%	1,608.47	0.00					
569	SII\GLE LATERAL - MATERIAL	20	EA	595.26	11,005.20	0.00	20	'	11,005.20	20		11,005.20	100.00%	0.00	1,190.52	
570	SII\GLE LATERAL- INSTALLED	20	EA	322.24	6,444.80	0.00	0.00	0.00	0.00%	6,444.80	0.00					
574	DOUBLELATERIAL - MATERIAL	71	EA	677.09	48,073.39	0.00	71		48,073.39	71		48,073.39	100.00%	0.00	4,807.34	
575	DOUBLE LATERAL-INSTALLED	71	EA	322.24	22,879.04	0.00	0.00	0.00	0.00%	22,879.04	0.00					
619	B"PVCFORCEMAIN- MATERIAL	1,432	LF	32.37	46,353.84	0.00	0.00	0.00	0.00%	46,353.84	0.00					
620	8' PVC FORCEMAIN - INSTALLED	1,432	LF	8.94	12,802.08	0.00	0.00		

I	0.00	0.00%	12,802.08	0.00			
630	FORCEMAIN FITTINGS - MATERIAL		LS		27,584.45	0.00		I
!	0.00		I	0.00	0.00%	27,584.45	0.00	
634	8" GATE VALVE - MATERIAL	1	EA	2,177.66	2,177.66	0.00	0.00	0.00	0.00%	2,177.66	0.00					
635	8' GATE VALVE - INSTALLED	1	EA	426.95	426.95	0.00	0.00	0.00	0.00%	426.95	0.00					
689	8" x 8" WET TAP - MATERIAL	1	EA	4,849.99	4,849.99	0.00	0.00		:
I	0.00	0.00%	4,849.99	0.00			
690	8' x 8' WET TAP- INSTALLED	1	EA	1,847.54	1,847.54	0.00	0.00	0.00	0.00%	1,847.54	0.00					
699	AIRRELEASE VALVE- MATERIAL	1	EA	4,299.35	4,299.35	

I	0.00	0.00	0.00	0.00%	4,299.35	0.00				
700	AIRRELEASE VALVE - INSTALLED		EA	580.02	580.02	0.00	0.00	0.00	0.00%	580.02	0.00					
719	LIFTSTATION- MATERIAL		LS		460,597.05	0.00	460,597.05	460,597.05	100.00%	0.00	46,059.71					

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
4
2328-4
12/15/23

Item

720	LIFT STATION - INSTALLED		LS		307,954.67	0.00	0.00	0.00	0.00%	307,954.67	0.00					
725	CLEAN SANITARY LINES	6,335	LF	1.88	11,009.80	0.00		I	0.00	0.00	0.00%	11,009.80	0.00			
730	TEST SANITARY LINES	6,335	LF	1.64	10,389.40	0.00		l	0.00		i	0.00	0.00%	10,389.40	0.00	
735	TESTFORCEMAIN LINES	1,432	LF	1.64	2,348.48	0.00	0.00	0.00	0.00%	2,348.48	0.00					
740	T.V. SANITARY LINES	6,335	LF	2.06	13,050.10	
I	0.00	0.00	0.00	0.00%	13,050.10	0.00				
759	DROP CONNECTION - MATERIAL	2	EA	1,266.03	2,532.06	0.00	2		2,532.06	2		2,532.06	100.00%	0.00	253.21	
760	DROP CONNECTION -	2	EA	815.25	1,630.50	0.00			0.00			0.00	0.00%	1,630.50	0.00	
	INSTALLED							'			I					
B05	WELL POINTS	6,335	LF	16.55	104,844.25	0.00		'	0.00	0.00	0.00%	104,844.25	0.00			
Totalfor 14SDev Sewer	1,624,270.48	0.00	789,922.50	789,922.50	48.63%	834,347.98	78,992.26

BillGroup	0300	14 $Dev Storm Drain

1544	18" RCP-MATERJAL	
2,945	
LF	-·	
50.14	147,662.30	0.00	2,945		147,662.30	2,945I	147,662.30	100.00%	0.00	14,766.23	
1545	18" RCP-INSTALLED	2,945	LF		18.71	49,210.95	0.00	0.00	0.00	0.00%	49,210.95	0.00				
1579	24" RCP - MATERIAL	1,879	LF		77.20	145,058.80	0.00	1,879		145,058.80	1,879	145,058.80	100.00%	0.00	14,505.88	
1580	24" RCP - INSTALLED	1,879	LF		17.61	33,089.19	0.00		'	0.00	0.00	0.00%	33,089.19	0.00		
1614	30' RCP - MATERIAL	737	LF		11a13	87,061.81	0.00	737	,	87,061.81	737	87,061.81	100.00%	0.00	8,706.18	
1615	30' RCP - INSTALLED	737	LF		20.49	15,101.13	0.00	0.00	0.00	0.00%	15,101.13	0.00				
1649	36" RCP - MATERIAL	2,906	LF		154.40	448,686.40	0.00	2,906		448,686.40	2,906	448,686.40	100.00%	0.00	44,868.64	
1650	36" RCP - INSTALLED	2,906	LF		28.05	81,513.30	0.00	0.00	0.00	0.00%	81,513.30	0.00				
1684	42" RCP - MATERIAL	1,463	LF		210.37	307,771.31	0.00	1,463		307,771.31	1,463	307,771.31	100.00%	0.00	30,m.13	

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
4
2328-4
12/15/23

Item	Description
Contract Quantity	UOM
Unit
Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
ToFinish	Retainage

1685	42" RCP - INSTALLED	1,483	LF	36.50	53,399.50	0.00	0.00	0.00	0.00%	53,399.50	0.00				
2069	12" HOPE - MATERIAL	50	LF	21.69	1,084.50	0.00	50		1,084.50	50	1,084.50	100.00%	0.00	108.45	
2070	12" HOPE- INSTALLED	50	LF	13.40	670.00	0.00	0.00	0.00	0.00%	670.00	0.00				
2504	STORM MANHOLE - MATERIAL	14	EA	4,137.20	57,920.80	0.00	5		20,686.00	5,	20,686.00	35.71%	37,234.80	2,068.60	
2505	STORM MANHOLE- INSTALLED	14	EA	941.49	13,180.86	0.00	0.00	I	0.00	0.00%	13,180.86	0.00			
2689	J MANHOLE- MATERIAL	11	EA	8,535.71	93,892.81	0.00	5		42,678.55	5	42,878.55	45.45%	51,214.26	4,267.86	
2690	J MANHOLE - INSTALLED	11	EA	1,135.55	12,491.05	0.00	0.00	0.00	0.00%	12,491.05	0.00				
2749	12" MES - MATERIAL	1	EA	386.48	386.48	I	0.00	0.00	0.00	0.00%	386.48	0.00			
2750	12" MES - INSTALLED	1	EA	363.77	363.77	0.00	0.00	0.00	0.00%	363.77	0.00				
2754	18' MES - MATERIAL	2	EA	878.90	1,757.80	0.00	0.00	0.00	0.00%	1,757.80	0.00				
2755	18" MES - INSTALLED	2	EA	465.41	930.82	I	0.00	0.00	:	0.00	0.00%	930.82	0.00		
2759	24" MES - MATERIAL	3	EA	1,138.90	3,416.70	0.00	0.00	0.00	0.00%	3,416.70	0.00				
2760	24"MES - INSTALLED	3	EA	609.86	1,829.58	0.00	0.00	0.00	0.00%	1,829.58	0.00				
2764	30" MES - MATERIAL	3	EA	2,940.36	8,821.08	

I	0.00	0.00	0.00	0.00%	8,821.08	0.00			
2765	30" MES - INSTALLED	3	EA	754.31	2,262.93	'	0.00		.	0.00	0.00	0.00%	2,262.93	0.00	
2769	36" MES - MATERIAL	1	EA	3,948.30	3,948.30	0.00	0.00	0.00	0.00%	3,948.30	0.00				
2770	36' MES - INSTALLED	1	EA	754.31	754.31	0.00	0.00	i	0.00	0.00%	754.31	0.00			
2774	42' MES - MATERIAL	1	EA	4,874.56	4,874.56	0.00	0.00	'	0.00	0.00%	4,874.56	0.00			
2775	42" MES - INSTALLED	1	EA	842.04	842.04	0.00	0.00	0.00	0.00%	842.04	0.00				
2989	P-51NLET-MATERIAL	20	EA	5,133.33	102,888.60	0.00	15		78,999.95	15	76,999.95	75.00%	25,666.65	7,700.00	
2990	P-5INLET-INSTALLED	20	EA	1,367.98	27,359.60	0.00	0.00	0.00	0.00%	27,359.60	0.00				

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
4
2328-4
12/15/23

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty  Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

3019	P-6I t{_ET - MATERIAL	20	EA	5,665.15	113,303.00	0.00	12		67,981.80	12	67,981.80	60.00%	45,321.20	6,798.18	
3020	P-6Itt.ET • INSTALLED	20	EA	1,247.77	24,955.40	0.00	0.00	0.00	0.00%	24,955.40	0.00				
3204	J--6  IIt.ET·MATERIAL	3	EA	10,477.88	31,433.58	0.00	1		10,477.86	1	10,477.86	33.33%	20,955.72	1,047.79	
3205	J--6INLET- INSTALLED	3	EA	1,553.32	4,659.96	0.00		'	0.00	0.00	0.00%	4,659.96	0.00		
3234	TYPE CINLET• MATERIAL	6	EA	3,367.12	20,202.72	0.00	2		6,734.24	2	6,734.24	33.33%	13,468.48	673.42	
3235	TYPE CINLET- INSTALLED	6	EA	894.49	5,366.94	0.00	0.00	0.00	0.00%	5,366.94	0.00				
3289	TYPE EINLET- MATERIAL	8	EA	4,245.08	33,960.64	0.00	2		8,490.16	2	8,490.16	25.00%	26,470.48	849.02	
3290	TYPE E INLET - INSTALLED	8	EA	711.61	5,692.88	0.00	0.00	0.00	0.00%	5,692.88	0.00				
3349	TYPE HINLET· MATERIAL	2	EA	7,576.51	15,153.02	0.00	0.00	0.00	0.00%	15,153.02	0.00				
3350	TYPE HINLET- INSTALLED	2	EA	711.61	1,423.22	0.00	0.00	0.00	0.00%	1,423.22	0.00				
3564	C OONTROL STRUCTURE • MATERIAL	1	EA	4,690.47	4,690.47	0.00	0.00	0.00	0.00%	4,690.47	0.00				
3565	C OONTROLSTRUCTURE • INSTALLED	1	EA	1,018.65	1,018.65	0.00		
I	0.00	0.00	0.00%	1,018.65	0.00		
3567	RIP RAP• MATERIAL	6	SY	60.40	362.40	0.00	0.00	0.00	0.00%	362.40	0.00				
3568	RIP RAP- INSTALLED	6	SY	24.43	146.58	0.00	0.00	0.00	0.00%	146.58	0.00				
3855	CLEAN STORM	9,980	LF	2.88	28,742.40	I	0.00	0.00	0.00	0.00%	28,742.40	0.00			
3860	T.V. STORM	9,980	LF	1.88	18,762.40	0.00	0.00	0.00	0.00%	18,762.40	0.00				
3910	WELLPOINTS	4,078	LF	16.55	67,490.90	0.00	0.00	0.00	0.00%	67,490.90	0.00				
Total for14SOevStormDrain	2,085,374.44	0.00	1,371,373.68	1,371,373.68	65.76%	714,000.76	137,137.36

BillGroup	0400	14 SDev Domestic Water

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
4
2328-4
12/15/23

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

5514	4' PVC • MATERIAL	820	LF	10.50	8,610.00	0.00	820		8,610.00	820		8,610.00	100.00%	0.00	861.00		
5515	4" PVC- INSTALLED	820	LF	8.94	7,330.80	0.00	0.00	0.00	0.00%	7,330.80	0.00						
5519	6' PVC·MATERIAL	590	LF	19.61	11,569.90	0.00	590		11,569.90	590		11,569.90	100.00%	0.00	1,156.99		
5520	6" PVC- INSTALLED	590	LF	8.94	5,274.60	0.00	0.00	0.00	0.00%	5,274.60	0.00						
5524	8" PVC - MATERIAL	280	LF	34.17	9,567.60	0.00	280		9,567.60	280		9,567.60	100.00%	0.00	956.76		
5525	8" PVC• INSTALLED	280	LF	8.94	2,503.20	0.00	0.00	0.00	0.00%	2,503.20	0.00						
5529	10" PVC - MATERIAL	740	LF	49.10	36,334.00	0.00	740		36,334.00	740		36,334.00	100.00%	0.00	3,633.40		
5530	10' PVC - INSTALLED	740	LF	10.73	7,940.20	0.00	0.00	0.00	0.00%	7,940.20	0.00						
5534	12" PVC• MATERIAL	3,830	LF	67.29	257,720.70	0.00	3,830	

I	257,720.70	3,830		257,720.70	100.00%	0.00	25,772.07		
5535	12" PVC - INSTALlED	3,830	LF	10.73	41,095.90	!	0.00	0.00	0.00	0.00%	41,095.90	0.00					
5614	WM SINGLE SERVICE- MATERIAL	24	EA	534.10	12,818.40	0.00	24		12,818.40	24		12,818.40	100.00%	0.00	1,281.84		
5615	WM SINGLESERVICE - INSTALLED	24	EA	268.08	6,433.92	0.00	0.00	0.00	0.00%	6,433.92	0.00						
5619	WM OOUBLE SERVICE • MATERIAL	44	EA	1,040.33	45,TT4.52	0.00	44		45,TT4.52	44		45,TT4.52	100.00%	0.00	4,577.45		
5620	WM OOUBLE SERVICE - INSTALLED	44	EA	268.08	11,795.52	0.00		
I	0.00		'	0.00	0.000/o	11,795.52	0.00		
5626	WATER FITTINGS - MATERIAL		LS		59,127.79	0.00	59,127.79	59,127.79	100.00%	0.00	5,912.78						
5634	4' GATE VALVE- MATERIAL	3	EA	1,214.34	3,643.02	0.00	3		3,643.02	3		3,643.02	100.00%	0.00	364.30		
5635	4" GATE VALVE - INSTALLED	3	EA	263.18	789.54	0.00	0.00	0.00	0.00%	789.54	0.00						
5644	6' GATE VALVE - MATERIAL	4	EA	1,642.76	6,571.04	
I	0.00	4		6,571.04	4		6,571.04	100.00%	0.00	657.10	
5645	6" GATE VALVE- INSTALLED	4	EA	263.18	1,052.72	0.00	0.00	0.00	0.00%	1,052.72	0.00						

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
4
2328-4
12/15/23

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

5654	8' GATE VALVE - MATERIAL	2	EA	2,255.35	4,510.70	0.00	2	4,510.70	2	4,510.70	100.00%	0.00	451.07	
5655	8' GATE VALVE - INSTALLED	2	EA	307.04	614.08	0.00	0.00	0.00	0.00%	614.08	0.00			
5659	10' GATE VALVE - MATERIAL	2	EA	3,198.44	6,396.88	0.00	2	6,396.88	2	6,396.88	100.00%	0.00	639.69	
5660	10' GATE VALVE - INSTALLED	2	EA	307.04	614.08	0.00	0.00	0.00	0.00%	614.08	0.00			
5664	12' GATE VALVE - MATERIAL	16	EA	3,707.23	59,315.68	0.00	16	59,315.68	16	59,315.68	100.00%	0.00	5,931.57	
5665	12" GATE VALVE - INSTALLED	16	EA	350.90	5,614.40	0.00	0.00	0.00	0.00%	5,614.40	0.00			
5689	FIREHYDRANT - MATERIAL	9	EA	6,897.58	62,078.22	0.00	9	62,078.22	9	62,078.22	100.00%	0.00	6,207.82	
5690	FIREHYDRANT - INSTALLED	9	EA	1,184.29	10,658.61	0.00	0.00	0.00	0.00%	10,658.61	0.00			
5694	2" BLOW OFF - MATERIAL	6	EA	1,167.78	7,006.68	0.00	6	7,006.68	6	7,006.68	100.00%	0.00	700.67	
5695	2' Bl.OW OFF - INSTALLED	6	EA	307.04	1,842.24	0.00	0.00	0.00	0.00%	1,842.24	0.00			
5699	AIRRELEASE VALVE - MATERIAL	4	EA	3,607.59	14,430.36	I	0.00	0.00	0.00	0.00%	14,430.36	0.00		
5700	AIRRELEASE VALVE· INSTALLED	4	EA	580.02	2,320.08	0.00	0.00	0.00	0.00%	2,320.08	0.00			
5760	TEST WATER LINES	6,260	LF	2.25	14,085.00	I
I	0.00	0.00	0.00	0.00%	14,085.00	0.00		
5775	SAMPLE POINTS•MATERIAL	7	EA	246.10	1,722.70	0.00	0.00	0.00	0.00%	1,722.70	0.00			
5776	SAMPLE POINTS - INSTALLED	7	EA	536.16	3,753.12	0.00	0.00	0.00	0.00%	3,753.12	0.00			
Total for 14 SDev Domestic Water	730,916.20	0.00	691,045.13	591,045.13	80.86%	139,Bn.07	69,104.51

6019	6" PVC - MATERIAL	6,179	lF	19.61	121,170.19	0.00	6,179	121,170.19	6,179		121,170.19	100.00%	0.00	12,117.02	
6020	6' PVC· INSTALLED	6,179	LF	8.94	55,240.26	0.00	0.00	

I
I	0.00	0.00%	55,240.26	0.00		

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
4
2328-4
12/15123

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty  Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

6089	RM SINGLE SERVICE- MATERIAL	18	EA	490.24	8,824.32	0.00	18		8,824.32	18	8,824.32	100.00%	0.00	882.43			
6090	RM SINGLE SERVICE - INSTALLED	18	EA	311.94	5,614.92	0.00	0.00	
'
I	0.00	0.00%	5,614.92	0.00					
6092	RM DOUBLE SERVICE -	46	EA	996.47	45,837.62	0.00	46		45,837.62	46 .	45,837.62	100.00%	0.00	4,583.76			
	MATERIAL							:									
6093	RM DOUBLE SERVICE -	46	EA	311.94	14,349.24			0.00	0.00	0.00	0.00%	14,349.24	0.00				
	INSTALLED					I											
6094	1' IRRIGATION SERVICE- MATERIAL	1	EA	963.00	963.00	:		0.00	1		963.00	1	963.00	100.00%	0.00	96.30	
6095	1"IRRIGATION SERVICE- INSTALLED	1	EA	268.10	268.10	0.00	0.00	0.00	0.00%	268.10	0.00						
6099	1.5"IRRIGATION SERVICE-	1	EA	998.31	998.31	0.00	1		998.31	1	998.31	100.00%	0.00	99.83			
	MATERIAL							i									
6100	1.5'IRRIGATION SERVICE- INSTALLED	1	EA	311.94	311.94	0.00	0.00	0.00	0.00%	311.94	0.00						
6116	RECLAIM FITTINGS -MATERIAL	1	EA	40,664.99	40,664.99	0.00	1		40,664.99	1	40,664.99	100.00%	0.00	4,066.50			
6129	6' GATE VALVE - MATERIAL	29	EA	1,598.90	46,368.10	0.00	29		46,368.10	29	46,368.10	100.00%	0.00	4,636.81			
6130	6' GATE VALVE - INSTALLED	29	EA	307.04	8,904.16	0.00	0.00	0.00	0.00%	8,904.16	0.00						
6164	2" BLOW OFF - MATERIAL	9	EA	717.33	6,455.97	0.00	9		6,455.97	I
9,	6,455.97	100.00%	0.00	645.60			
6165	2" BLOW OFF- INSTALLED	9	EA	307.04	2,763.36	0.00	0.00	0.00	0.00%	2,763.36	0.00						
6204	6" X 6" WET TAP - MATERIAL	1	EA	3,808.99	3,808.99	0.00	1		3,808.99	1	3,808.99	100.00%	0.00	380.90			
6205	6" X fr WET TAP • INSTALLED	1	EA	2,134.82	2,134.82	0.00	0.00	0.00	0.00%	2,134.82	0.00						
6209	AIR RELEASE VALVE·	4	EA	3,607.59	14,430.36			0.00	0.00	0.00	0.00%	14,430.36	0.00				
	MATERIAL						'										
6210	AlR FELEASE VALVE • INSTALLED	4	EA	580.02	2,320.08	0.00	0.00	0.00	0.00%	2,320.08	0.00						

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
4
2328-4
12/15/23

Item	Description
Contract Quantity	UOM
Unit Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

6225	TEST RECLAIM LINES	6,179	LF	2.25	73,902.75	0.00	0.00	0.00	0.00%	13,902.75	0.00	
6240	TIE TOEXISTING	1	EA	1,780.40	1,780.40	0.00	0.00	0.00	0.00%	1,780.40	0.00	
Totalfor 14SDev Recycled water	397,111.88	0.00	275,091.49	275,091.49	69.27%	122,020.39	27,509.15

i  BillGroup	0600	4 SDev Street Paving	J

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
4
2328-4
12/15/23

Item	Description
Contract Quantity	UOM
Unit Price
Contract Amount
Previous
Qty	Amount
Current Period
Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

6880	8' WI-EEL CHAIR RAMP	4	EA	1,885.11	7,540.44	0.00	I	0.00	0.00	0.00%	7,540.44	0.00	
6885	CONCRETE APRON	230	SF	20.31	4,671.30	0.00	0.00	0.00	0.00%	4,671.30	0.00		
6940	PAVERS	1,990	SF	12.81	25,491.90	0.00	0.00	0.00	0.00%	25,491.90	0.00		
6945	SIGNS &PAVEMENT MARKINGS		LS		32,858.50	0.00	i
I	0.00	0.00	0.00%	32,858.50	0.00	
Total for 14SDev Street Paving	1,486,527.00	0.00	0.00	0.00	0.00%	1,486,527.00	0.00

BillGroup	0700	14 SDev Dirt Import Export	J

Total for 14 SDev Dirt Import Export	247,089.75	37,346.00	55,299.55	92,645.55	37.49%	154,444.20	9,264.56							
BillGroup	0800	14 SOev Neighborhood Pro1												
- -
9504	24•RCP• MATERIAL	38	LF	77.98	2,963.24	0.00	---
38 '	2,963.24	38	2,963.24	100.00%	0.00	--
296.32	
9505	24' RCP • INSTALLED	38	LF	35.71	1,356.98	I	0.00		0.00		0.00	0.00%	1,356.98	0.00	

C

Item	Description
Contract Quantity	UOM
Unit Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

9509	30" RCP - MATERIAL	147	LF	116.47	17,121.09	0.00	147		17,121.09	147		17,121.09	100.00%	0.00	1,712.11		
9510	30' RCP - INSTALLED	147	LF	35.74	5,253.78	0.00	0.00	0.00	0.00%	5,253.78	0.00						
9514	30' MES - MATERIAL	2	EA	2,940.36	5,880.72	0.00		
'	0.00	0.00	0.00%	5,880.72	0.00				
9515	30" MES - INSTALLED	2	EA	754.31	1,508.62	0.00		
I	0.00		I
'	0.00	0.00%	1,508.62	0.00		
9519	TYPE C INLET - MATERIAL	1	EA	3,380.11	3,380.11	0.00		I	0.00		I	0.00	0.00%	3,380.11	0.00		
9520	TYPE C INLET - INSTALLED	1	EA	718.71	718.71	0.00	0.00		i	0.00	0.00%	718.71	0.00				
9525	TIE IN TO EXISTING	1	EA	5,596.47	5,596.47	0.00		I	0.00		I	0.00	0.00%	5,596.47	0.00		
9530	CLEAN STORM	185	LF	2.88	532.80	0.00		I
I	0.00		I	0.00	0.00%	532.80	0.00		
9535	T.V. STORM	185	LF	1.88	347.80	0.00		!	0.00		I
I	0.00	0.00%	347.80	0.00		
9540	WELL POINTS	185	LF	16.55	3,061.75	0.00	0.00		:
I	0.00	0.00%	3,061.75	0.00				
9604	12" PVC - MATERIAL	83	LF	80.18	6,654.94	0.00	83		6,654.94	83	'	6,654.94	100.00%	0.00	665.49		
9605	12" PVC- INSTALLED	83	LF	35.73	2,965.59	0.00	0.00	0.00	0.00%	2,965.59	0.00						
9610	DIRECTIONAL DRILL 16"	60	EA	382.71	22,962.60	0.00	0.00	0.00	0.00%	22,962.60	0.00						
9614	2' JUMPER - MATERIAL	1	EA	1,745.55	1,745.55	I
'	0.00	1		1,745.55	1		1,745.55	100.00%	0.00	174.56	
9615	2' JUMPER - INSTALLED	1	EA	219.31	219.31	0.00	0.00	0.00	0.00%	219.31	0.00						
9619	12" x12" WET TAP - MATERIAL	2	EA	8,985.44	17,970.88	0.00	2		17,970.88	2		17,970.88	100.00%	0.00	1,797.09		
9620	12" x 12" WET TAP - INSTALLED	2	EA	2,146.07	4,292.14	0.00	0.00	0.00	0.00%	4,292.14	0.00						
9625	TEST WATER LINES	143	LF	2.25	321.75	0.00	0.00	0.00	0.00%	321.75	0.00						
9629	SAMPLE POINTS -MATERIAL	2	EA	246.10	492.20	0.00	0.00	0.00	0.00%	492.20	0.00						
9630	SAMPLE POINTS- INSTALLED	2	EA	536.16	1,072.32	I	0.00	0.00	0.00	0.00%	1,072.32	0.00					
9705	1.25' MILL EXISTING	2,845	SY	5.46	15,533.70	I	0.00	0.00	0.00	0.00%	15,533.70	0.00					

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
4
2328-4
12/15/23

Item	Description
Contract Quantity	UOM
Unit
Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

9710	ASPHALT FC-9.51.25'	4,470	SY	16.96	75,811.20	0.00	0.00	0.00	0.00%	75,811.20	0.00		
9715	ASPHALT 2" S.P 12.5	1,630	SY	17.42	28,394.60	:	0.00	0.00	0.00	0.00%	28,394.60	0.00	
9719	UMEROCK 16'(FULLDEPTH)· MATERIAL	1,630	SY	10.44	17,014.60	I	0.00	0.00	0.00	0.00%	17,014.60	0.00	
9720	UMEROCK 16' (FUUDEPTH) - INSTALLED	1,630	SY	4.94	8,052.20	'
I	0.00	0.00	0.00	0.00%	8,052.20	0.00	
9724	STABILIZER 12" - MATERIAL	750	SY	5.14	3,855.00	I	0.00	0.00	0.00	0.00%	3,855.00	0.00	
9725	STABILIZER 12' -INSTALLED	750	SY	1.81	1,357.50	I	0.00	0.00	0.00	0.00%	1,357.50	0.00	
9730	REMOVE 6 REPIACE FENCE	193	LF	33.04	6,376.72	I	0.00	0.00	0.00	0.00%	6,376.72	0.00	
9735	5' SIll:WALK 4' THICK	1,386	LF	35.75	49,549.50	0.00	0.00	0.00	0.00%	49,549.50	0.00		
9740	8' SIll:WALK 4"THICK	13	LF	56.64	736.32	I	0.00	0.00	0.00	0.00%	736.32	0.00	
9745	5' WI-EELCHAIR RAMP	2	EA	1,574.01	3,148.02	!	0.00	0.00	0.00	0.00%	3,148.02	0.00	
9750	12 WHEEL CHAIR RAMP	2	EA	3,048.44	6,096.88	
I	0.00	0.00	0.00	0.00%	6,096.88	0.00	
9755	SIGNS 6 PAVEMENT MARKINGS		LS		21,062.50	0.00	0.00	0.00	0.00%	21,062.50	0.00		
9760	R/W GRADING - OFFSITE	8,526	SY	0.81	6,906.06	0.00	0.00	0.00	0.00%	6,906.06	0.00		
9765	R/W SOD- OFFSITE	8,526	SY	3.19	27,197.94	0.00	
:	0.00	0.00	0.00%	27,197.94	0.00	
9770	SIGNS 6 PAVEMENT MARKINGS		LS		20,947.50	0.00	0.00	0.00	0.00%	20,947.50	0.00		
9775	MOT		LS		30,045.00	0.00	0.00	0.00	0.00%	30,045.00	0.00		
Totalfor 14SDev Neighborhood Prop lmpr	428,504.59	0.00	46,455.70	46,455.70	10.84%	382,048.89	4,645.57

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
4
2328-4
12/15/23

Balance
To Finish	Retainage

9910	ASBUILTS		LS		13,547.50	0.00	0.00	0.00	0.00%	13,547.50	0.00	
9915	MOBILIZATION		LS		42,925.00	0.00	6,438.00	6,438.00	15.00%	36,487.00	643.80	
9920	GEOTECH TESTING		LS		61,800.00	0.00	6,180.00	6,180.00	10.00%	55,620.00	618.00	
9925	LOT TESTING	110	EA	150.00	16,500.00	0.00	0.00	0.00	0.00%	16,500.00	0.00	
9930	ENVIRONMENTAL		LS		4,598.03	0.00	459.80	459.80	10.00%	4,138.23	45.98	
9935	S.WP.P.P.		LS		3,750.00	0.00	0.00	0.00	0.00%	3,750.00	0.00	
Total for 14 SDev MiscIn-Tract Cost	181,056.16	7,587.34	16,871.15	24,458.49
13.51%	156,597.67	2,445.86

Grand Totals	9,272,676.30	635,200.16	3,524,790.57	4,159,990.73	44.86%	5,112,685.57	415,999.10

To Owner: Landsea Homes	Project	2328. Trinity Gardens
2420 S LakemontAvenue, Suite 450

Orlando, FL 32814
From Contractor:  Blue Ox Enterprises, LLC	Via Architect
500 North way
Sanford, FL 32773
Contract For:
Application No. :	8
Period To:	4/15/2024
Project Nos: Contract Date:

Distribution to: c:::J Owner c:J  Architect
c:::J Contractor
[:=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 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 ......................... .
4T.otal Completed and Stored To Date .............. . 5.Retainage:
$9,272,676.30
$0.00
$9,272,676.30
$6,385,999.34

CONTRACTOR:	Blue Ox Enterprises, LLC

By, 	 •	Datr" 4/	/1 / 2 '-/
a	10.00% of Completed Work

b.	0.00% of Stored Material
$638,600.03
$0.00
State of: +=\o-c,dLJ..._
Subscribed and worn to)2fo e me this NotaryPwli My Commission expires:
\'l+'\.,	County of: C:S ,'<\..d\.,e
dayof	A r-,\ z..o'"Z..4
Notary Public State of Flr,rida
Total Retainage .......................... .
$638,600.03

ARCHITECT'S CERTIFICATE FOR PAYMENT
Heattier i=redericl'
Commis 1,n HH 40U ca
Expires	?, 12021
Inaccordance withthe Contract Documents, based on on-sit noihedata comprising the above application, the Architect certifies to the Ovvner 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  $ 829,432.21
(Attach explanation if amount certified differs from the amount applied. Initial all figures on this Application and on th1 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, pa •ment, and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract.

Contract:	2328. Trinity Gardens
Application#: Invoice: Date:
8
2328-8
04/15/24

Item	Description
Contract
Quantity	UOM
Unit Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
ToFinish	Retainage

BillGroup	0100	14 SDev Rough Grading
·-···	-·	-	-	-
!	0.00
I
0.00
0.00%
7,527.82
0.00
!	0.00
I
I
14.190 ,
I
89,680.80
100.00%
0.00
8,968.08
0.00
0.00
I	0.00
I
16,810 I	28,072.70
I
8.740 I	12,236.00
I
6.867	19,364.94
36I	280,170.00
28,016	46,786.72
100.00%
100.00%
100.00%
100.00%
0.00
0.00
0.00
0.00
1,223.60
1,936.49
28,017.00
4,678.67
8055	EXCAVATION	221,337	CY	2.03	449,314.11	221,337 f	449,314.11	'	0.00	221.337	449,314.11	100.00%	0.00	44,931.40	
8070	EMBANKMENT	715,401	CY	0.73	84,242.73	115,401:	84,242.73		0.00	11s,401 1	84,242.73	100.00%	0.00	8,424.27	
8071	PADGRADING	110	EA	195.63	21,519.30	
!	0.00	22	4,303.86	22	4,303.86	20.00%	17,215.44	430.39	
12,990 '

8135  SLOPE GRADING	10,156	SY	0.60	6,093.60
8180 POND SOD	12,990	SY	3.19	41,438.10

0.00
0.00
0.00

i
i	0.00
I	0.00
I	0.00
i	0.00
I
i	0.00

I
;

0.00
0.00

0.00%
0.00%

6,093.60
41,438.10

0.00
0.00
I	0.00
I	0.00
'

'

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
8
2328-8
04/15/24

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

8230	SLOPE SOD	10,156	SY	3.19	32,397.64	I	0.00		I	0.00	I	0.00	0.00%	32,397.64	0.00	
8235	SOD TIE IN	10,092	SY	3.19	32,193.48	I	0.00			0.00	I'	0.00	0.00%	32,193.48	0.00	
8295	RETAINING WALL	12,951	SF	32.44	420,130.44	7,770: 252,071.60	3,885	I	128,029.40	11,655	378,101.00	90.00%	42,029.44	37,810.10	
8300	42" HANDRAIL	3,021	LF	45.16	136,428.36	0.00			0.00	I	0.00	0.00%	136,428.36	0.00	
8310	DEWATERING		LS		221,765.00	I 1 ss,235.oo		
I	66,530.00		221,765.00	100.00%	0.00	22,176.50	
						I		'							
Total for 14 SDev RoughGrading	2,091,825.80	1,369,862.40	224,935.96	1,594,798.36	76.24%	497,027.44	159,479.82

BillGroup	0200	14 SDev Sewer
I

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
8
2328-8
04/15/24

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

130	8"PVC 14-16 SOR 26 - INSTALLED	556	LF	31.54	17,536.24	255	8,042.70	301	i
'	9,493.54	556 I
'	17,536.24	100.00%	0.00	1,753.62	
134	8"PVC 16-18 SDR 26- MATERIAL	880	LF	20.22	17,793.60	880	17,793.60		I	0.00	880 I	17,793.60	100.00%	0.00	1,779.36	
135	8"PVC 16-18 SDR 26- INSTALLED	880	LF	38.30	33,704.00	400	15,320.00	462	I

i	17,681.76	862	33,001.76	97.92%	702.24	3,300.18	
144	10"PVC16-18SOR 26 - MATERIAL	378	LF	30.81	11,646.18	378!
I	11,646.18	0.00	378	11,646.18	100.00%	0.00	1,164.62			
145	10" PVC16-18 SOR 26- INSTALLED	378	LF	38.30	14,477.40	i
I	0.00		I	0.00	0.00	0.00%	14,477.40	0.00		
154	1o•PVC16-20 SDR 26- MATERIAL	22	LF	30.81	677.82	22! I	677.82		I
!
'	0.00	22 I	677.82	100.00%	0.00	67.78	
155	10" PVC16-20 SOR 26- INSTALLED	22	LF	44.64	982.08	I	0.00	22	
I	982.08	22	982.08	100.00%	0.00	98.21	
444	MANHOLE 0-6 - MATERIAL	4	EA	5,034.30	20,137.20	4	20,137.20		i	0.00	4[	20,137.20	100.00%	0.00	2,013.72	
445	MANHOLE 0-6 - INSTALLED	4	EA	536.16	2,144.64	31	1,608.48	1 i	536.16	41
I	2,144.64	100.00%	0.00	214.47			
449	MANHOLE 6-8 - MATERIAL	6	EA	5,701.99	34,211.94	I
Bl	34,211.94	0.00	6	34,211.94	100.00%	0.00	3,421.20			
450	MANHOLE 6-8 - INSTALLED	6	EA	670.20	4,021.20	I
61	4,021.20		
i	0.00	6	4,021.20	100.00%	0.00	402.12	
454	MANHOLE 6-10 - MATERIAL	3	EA	6,643.16	19,929.48	3	19,929.48		I
!	0.00	3:
I	19,929.48	100.00%	0.00	1,992.95	
455	MANHOLE 6-10- INSTALLED	3	EA	804.24	2,412.72	31	2,412.72		I
I	0.00	3'	2,412.72	100.00%	0.00	241.26	
459	MANHOLE 10-12 - MATERIAL	5	EA	7,196.28	35,976.40	51	35,976.40	0.00	5	35,976.40	100.00%	0.00	3,597.64			
460	MANHOLE 10-12- INSTALLED	5	EA	1,072.32	5,361.60	j
31	3,216.96	1		1,072.32	41	4,289.28	80.00%	1,072.32	428.92	
464	MANHOLE 12-14 • MATERIAL	2	EA	7,877.08	15,754.16	2	15,754.16		I	0.00	21
I	15,754.16	100.00%	0.00	1,575.42	
465	MANHOLE 12-14- INSTALLED	2	EA	1,072.32	2,144.64	1	1,072.32	0.00	1 :	1,072.32	50.00%	1,072.32	107.23			
469	MANHOLE 14-16- MATERIAL	2	EA	8,420.21	16,840.42	2;
I
'	16,840.42		I
I	0.00	2
I	16,840.42	100.00%	0.00	1,684.04	

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
8
2328-8
04/15/24

Item	Description
Contract Quantity	UOM
Unit
Price
Contract Amount
Previous Qty Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

1

INSTALLED	I	I	'
630	FORCEMAIN FITTINGS·	LS	27,584.45	I	27,584.45	i	0.00	j	27,584.45	100.00%	0.00	2,758.45
MATERIAL	I
634	8' GATE VALVE·MATERIAL	1	EA	2,177.66	2,177.66	1!	2,177.66	:	0.00	1	2,177.66	100.00%	0.00	217.77
635	8" GATE VALVE - INSTALLED	1	EA	426.95	426.95	I	0.00	1,	426.95	1 I	426.95	100.00%	0.00	42.70
689	8" x 8" WET TAP - MATERIAL	1	EA	4,849.99	4,849.99	1	4,849.99	!	0.00	1 !	4,849.99	100.00%	0.00	485.00
690	8" x !1' WET TAP - INSTALLED	1	EA	1,847.54	1,847.54	t	0.00	0.00	!	0.00	0.00%	1,847.54	0.00
'	I

699	AIR RELEASE VALVE-
MATERIAL	1	EA	4,299.35	4,299.35	1	1
4,299.35	:	0.00	1 f
i	4,299.35	100.00%	0.00	429.94	
700	AIR RELEASE VALVE -	1	EA	580.02	580.02	j	0.00	j	0.00		0.00	0.00%	580.02	0.00	

719	INSTALLED
LIFT STATION·MATERIAL	
LS	
460,597.05	I	1

460,597.05	!
!	0.00	1

460,597.05	
100.00%	
0.00	
46,059.71				
i	I

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
8
2328-8
04/15/24

Item

720	LIFT STATION - INSTALLED		LS		307,954.67	0.00		I	92,386.00	I	92,386.00	30.00%	215,568.67	9,238.60		
725	CLEAN SANITARY LINES	6,335	LF	1.88	11,909.80	

I	0.00		I	0.00	i
!	0.00	0.00%	11,909.80	0.00	
730	TEST SANITARY LINES	6,335	LF	1.64	10,389.40	I	0.00		I
I	0.00	i	0.00	0.00%	10,389.40	0.00	
735	TEST FORCEMAIN LINES	1,432	LF	1.64	2,348.48	I	0.00		I	0.00	0.00	0.00%	2,348.48	0.00		
740	T.V. SANITARY LINES	6,335	LF	2.06	13,050.10	!	0.00		I
'	0.00	
I	0.00	0.00%	13,050.10	0.00	
759	DROP CONNECTION - MATERIAL	2	EA	1,266.03	2,532.06	2'	2,532.06		'
i	0.00	21
t
I	2,532.06	100.00%	0.00	253.21	
760	DROP CONNECTION· INSTALLED	2	EA	815.25	1,630.50	i	0.00	2		1,630.50	21	1,630.50	100.00%	0.00	163.05	
805	WELL POINTS	6,335	LF	16.55	104,844.25	3,167'	52,405.58	2,393		39,604.15	5,560!	92,009.73	87.76%	12,834.52	9,200.98	
Total for 14 SDev Sewer	1,624,270.48	1,096,760.27	196,514.69	1,293,274.96	79.62%	330,995.52	129,327.53

1544	18" RCP • MATERIAL	2,945	LF	50.14	147,662.30	I
2,945! 147,662.30	0.00	2,945	147,662.30	100.00%	0.00	14,766.23			
1545	18" RCP-INSTALLED	2,945	LF	16.71	49,210.95	1,280i	21,388.80	1.sss I 27,822.15
I	2,945I	49,210.95	100.00%	0.00	4,921.10			
1579	24" RCP • MATERIAL	1,879	LF	77.20	145,058.80	1,8791 145,058.80		i	0.00	1,879 i	145,058.80	100.00%	0.00	14,505.88	
1580	24" RCP - INSTALLED	1,879	LF	17.61	33,089.19	825!  14,528.25	397		6,994.12	1,222 I	21,522.37	65.04%	11,566.82	2,152.23	
1614	30" RCP • MATERIAL	737	LF	11a13	87,061.81	737	87,061.81		:
i	0.00	737'j	87,061.81	100.00%	0.00	8,706.18	
1615	30" RCP - INSTALLEO	737	LF	20.49	15,101.13	184	3,770.16	0.00	184	3,770.16	24.97%	11,330.97	377.02			
1649	36" RCP• MATERIAL	2,906	LF	154.40	448,686.40	2,90 I 448,686.40
61		I	0.00	2,906	448,686.40	100.00%	0.00	44,868.64	
1650	36" RCP• INSTALLED	2,906	LF	28.05	81,513.30	I
871	24,431.55		!	0.00	011 I	24,431.55	29.97%	57,081.75	2,443.16	
1684	42" RCP • MATERIAL	1,463	LF	210.37	307,771.31	1,463I  307,771,31
i
I
I	0.00	1,463
I	307,771.31	100.00%	0.00	30,777.13			

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
8
2328-8
04/15/24

Item

1685	42" RCP - INSTALLED	1,463	LF	36.50	53,399.50	117	4,270.50	248 I	9,052.00	365 I	13,322.50	24.95%	40,077.00	1,332.25	
2069	12" HOPE - MATERJAL	50	LF	21.69	1,084.50	50	1,084.50	I
j	0.00	50	1,084.50	100.00%	0.00	108.45	
2070	12'' HDPE - INSTALLED	50	LF	13.40	670.00	0.00	I	0.00	i
'	0.00	0.00%	670.00	0.00		
2504	STORM MANHOLE - MATERIAL	14	EA	4,137.20	57,920.80	141	57,920.80	
i	0.00	14	57,920.80	100.00%	0.00	5,792.08	
2505	STORM MANHOLE - INSTALLED	14	EA	941.49	13,180.86	I
11r	10,356.39	
I	0.00	11 I	10,356.39	78.57%	2,824.47	1,035.65	
2689	J MANHOLE - MATERJAL	11	EA	8,535.71	93,892.81	11	93,892.81	I	0.00	11 I	93,892.81	100.00%	0.00	9,389.29	
2690	J MANHOLE - INSTALLED	11	EA	1,135.55	12,491.05	101
I	11.355.50	I
I	0.00	10 ,	11,355.50	90.91%	1,135.65	1,135.56	
2749	12" MES - MATERIAL	1	EA	386.48	386.48	I
1·	386.48	0.00	1 I	386.48	100.00%	0.00	38.65		
2750	12" MES- INSTALLED	1	EA	363.77	363.77	0.00	[	0.00	0.00	0.00%	363.77	0.00				
2754	18" MES - MATERIAL	2	EA	878.90	1,757.80	21	1,757.80	i	0.00	21
I	1,757.80	100.00%	0.00	175.78	
2755	18" MES - INSTALLED	2	EA	465.41	930.82	0.00	I	0.00	I	0.00	0.00%	930.82	0.00		
2759	24" MES• MATERIAL	3	EA	1,138.90	3,416.70	3!	3,416.70	I
''	0.00	31	3,416.70	100.00%	0.00	341.67	
2760	24" MES - INSTALLED	3	EA	609.86	1,829.58	I	0.00	0.00	
!	0.00	0.00%	1,829.58	0.00		
2764	30" MES - MATERIAL	3	EA	2,940.36	8,821.08	3	8,821.08	I	0.00	3	8,821.08	100.00%	0.00	882.11	
2765	30" MES• INSTALLED	3	EA	754.31	2,262.93	
!	0.00	I	0.00	I	0.00	0.00%	2,262.93	0.00	
2769	36" MES - MATERIAL	1	EA	3,948.30	3,948.30	!
11	3,948.30	I	0.00	1 '	3,948.30	100.00%	0.00	394.83	
2770	36" MES - INSTALLED	1	EA	754.31	754.31	1	754.31	i
I	0.00	1 '	754.31	100.00%	0.00	75.43	
2774	42" MES• MATERIAL	1	EA	4,874.56	4,874.56	,i
I	4,874.56	i	0.00	1 '	4,874.56	100.00%	0.00	487.46	
2775	42" MES - INSTALLED	1	EA	842.04	842.04	1 !	842.04	I	0.00	l	842.04	100.00%	0.00	84.20	
2989	P-5IN...ET • MATERIAL	20	EA	5,133.33	102,666.60	20,	102,666.60	0.00	20 I	102,666.60	100.00%	0.00	10,266.67		
2990	P-51NI.ET - INSTALLED	20	EA	1,367.98	27,359.60	1s:	20,519.70	I	0.00	15	20,519.70	75.00%	6,839.90	2,051.97	

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
8
2328-8
04/15/24

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty  Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

3019	P-6I T	- MATERIAL	20	EA	5,665.15	113,303.00	20	113,303.00	;	0.00	20 j	113,303.00	100.00%	0.00	11,330.30	
3020	P-6It-l.ET - INSTALLED	20	EA	1,247.77	24,955.40	1\	13,725.47	9 I	17,2'29.93	20	24,955.40	100.00%	0.00	2,495.54	
3204	J-6I	- MATERIAL	3	EA	10,477.86	31,433.58	3	31,433.58		0.00	j
3	37,433.58	700.00%	0.00	3,143.36	
3205	J-6 I1'-l.ET - I NSTAUED	3	EA	1,553.32	4,659.96	1	1,553.32	2 I	3,106.64	31	4,659.96	100.00%	0.00	465.99	
3234
3235	TYPE C INLET - MATERIAL
TYPE CINLET - INSTAUED	6
6	EA
EA	3,367.12
894.49	20,202.72
5,366.94	61
I	20,202.72
0.00	I
i'	0.00
0.00	6	20,202.72
0.00	700.00%
0.00%	0.00
5,366.94	2,020.27
0.00	
3289	TYPE EINLET - MATERIAL	8	EA	4,245.08	33,960.64	8	33,960.64	
i	0.00	al	33,960.64	100.00%	0.00	3,396.07	
3290	TYPE E INLET - INSTAUED	8	EA	711.61	5,692.88	I	0.00	j	0.00		0.00	0.00°/4	5,692.88	0.00	
3349	TYPE HINLET - MATERIAL	2	EA	7,576.51	16,153.02	I
2	15,153.02		0.00	2:
I	15,753.02	100.00%	0.00	1,516.30	
3350	lYPE HINLET- INSTALLED	2	EA	711.61	1,423.22		0.00	i	0.00		0.00	0.00%	1,423.22	0.00	
3564	C OONTROL STRUCTURE - MATERIAL	1	EA	4,690.47	4,690.47	I
11	4,690.47	
I	0.00	,	I	4,690.47	100.00%	0.00	469.05	
3565	C OONTROL STRUCTURE - INSTALLED	l	EA	1,018.65	1,018.65	I
I	0.00	, I	1,018.65	l
I	1,018.65	100.00%	0.00	101.87	
3567	RIPRAP - MATERIAL	6	SY	60.40	362.40	!	0.00	

I	0.00	I	0.00	0.00%	362.40	0.00	
3568	RIP RAP - INSTALLED	6	SY	24.43	146.58		0.00	I	0.00	I	0.00	0.00%	146.58	0.00	
3856	CLEAN STORM	9,980	LF	2.88	28,742.40	I
I	0.00	'I	0.00		0.00	0.00%	28,742.40	0.00	
3860	T.V. STORM	9,980	LF	1.88	18,762.40	I	0.00		0.00	I	0.00	0.00%	18,762.40	0.00	
3910	WELLPOINTS	4,078	LF	16.55	67,490.90		0.00	4,078!	67,490.90	4,078 I	67,490.90	100.00%	0.00	6,749.09	
Total for 14 SDev Storm Drain	2,085,374.44	1,761,249.67	126,n4.39	1,887,964.06	90.53%	197,410.38	188,796.46
Bill Group	0400	14 SDev Domestic Water	J

Contract:	2328. Trinity Gardens
Application#: Invoice: Date:
8
2328-8
04/15/24

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

5514	4' PVC• MATERIAL	820	LF	10.50	8,610.00	I
0201	8,610.00	0.00	820	8,610.00	100.00%	0.00	861.00		
5515	4' PVC- INSTALLED	820	LF	8.94	7,330.80	820	7,330.80	0.00	820	7,330.80	100.00%	0.00	733.08		
5519	6" PVC- MATERIAL	590	LF	19.61	11,$9.90	590	11,569.90	0.00	I
590 I	11,569.90	100.00%	0.00	1,156.99			
5520	6" PVC• INSTALLED	590	LF	8.94	5,274.60	590!	5,274.60	o.oo	590 I	5,274.60	100.00%	0.00	527.46		
5524	8" PVC· MATERIAL	280	LF	34.17	9,567.60	280	9,567.60	I	0.00	280	9,567.60	100.00%	0.00	956.76	
5525	8'' PVC·INSTALLED	280	LF	8.94	2,503.20	280	2,503.20	;	0.00	200 I	2,503.20	100.00%	0.00	250.32	
5529	10' PVC - MATERIAL	740	LF	49.10	36,334.00	740:	36,334.00	0.00	740 I
I	36,334.00	100.00%	0.00	3,633.40		
5530	10" PVC - INSTALLED	740	LF	10.73	7,940.20	0.00	555 :	5,955.15	555 I	5,955.15	75.00%	1,985.05	595.52		
5534	12" PVC·MATERIAL	3,830	LF	67.29	257,720.70	3,8301	257,720.70	0.00	3.830	257,720.70	100.00%	0.00	25,772.07		
5535	12" PVC-INSTALLED	3,830	LF	10.73	41,095.90	392:
I	4,206.16	3,055 I	32,780.15	3,447 I	36,986.31	90.00%	4,109.59	3,698.64	
5614	WM SINGLE SERVICE- MATERIAL	24	EA	534.10	12,818.40	1
24	12,818.40	I
I
I	0.00	24 I	12,818.40	100.00%	0.00	1,281.84	
5615	WM SINGLE SERVICE •	24	EA	268.08	6,433.92	4	1,072.32	20 II	5,361.60	24	6,433.92	100.00%	0.00	643.39	
															
	INSTALLED							'		I					
5619	WM DOUBLE SERVICE • MATERIAL	44	EA	1,040.33	45,774.52	44	45,774.52	'I
I	0.00	44
I	45,774.52	100.00%	0.00	4,577.45	
5620	WM DOUBLE SERVICE • INSTALLED	44	EA	268.08	11,795.52	11	2,948.88	33	8,846.64	44	11,795.52	100.00%	0.00	1,179.55	
5626	WATER FITTINGS·MATERIAL		LS		59,127.79	!	59,127.79	:
i	0.00		59,127.79	100.00%	0.00	5,912.78	
5634	4" GATE VALVE· MATERIAL	3	EA	1,214.34	3,643.02	3	3,643.02	I'	0.00	3	3,643.02	100.00%	0.00	364.30	
5635	4" GATE VALVE• INSTALLED	3	EA	263.18	789.54	'	0.00	3 I	789.54	3
I	789.54	100.00%	0.00	78.95	
5644	6" GATE VALVE - MATERIAL	4	EA	1,642.76	6,571.04	41	6,571.04	0.00	41	6,571.04	100.00%	0.00	657.10		
5645	6' GATE VALVE - INSTALLED	4	EA	263.18	1,052.72	I
i
I	0.00	4	1,052.72	4	1,052.72	100.00%	0.00	105.27	

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
8
2328-8
04/15/24

Item	
Description	Contract
Quantity	
UOM	Unit
Price	Contract
Amount	Previous
Qty	Amount	Current Period
Qty	Amount	Total
Qty	Amount	%
Complete	Balance ToFinish	
Retainage				

5654	
8' GATE VALVE·MATERIAL	
2	
EA	
2,255.35	
4,510.70	
2	
4,510.70	

1
I	
0.00	
2	
4,510.70	
100.00%	
0.00	
451.07	
I	I
5655 8' GATE VALVE·INSTALLED	2	EA	307.04	614.08	1	307.04	1	307.04	,2	614.08	100.00%	0.00	61.40									
5659	10"GATE VALVE-MATERIAL	2	EA	3,198.44	6,396.88	2	6,396.88		0.00	2 !	6,396.88	100.00%	0.00	639.69	
5660	10' GATE VALVE -INSTALLED	2	EA	307.04	614.08	I	0.00	2!	614.08	2	614.08	100.00%	0.00	61.41	
5664	12" GATE VALVE-MATERIAL	16	EA	3,707.23	59,315.68	16	59,315.68		0.00	16 I	59,315.68	100.00%	0.00	5,931.57	
5665	12" GATE VALVE - INSTALLED	16	EA	350.90	5,614.40	21	701.60	6 '	2,105.40	8 l	2,807.20	50.00%	2,807.20	280.72	
5689	FIRE HYDRANT·MATERIAL	9	EA	6,897.58	62,078.22	9[	62,078.22	I	0.00	9	62,078.22	100.00%	0.00	6,207.82	
5690	FIREHYDRANT -INSTALLED	9	EA	1,184.29	10,658.61	1	1,184.29	8 1	9,474.32	9 I	10,658.61	100.00%	0.00	1,065.86	
5694	2" BLOW OFF- MATERIAL	6	EA	1,167.78	7,006.68	6i	7,006.68	,	0.00	6 I	7,006.68	100.00%	0.00	700.67	
I	'
5695
!•	0.00
I
0.00	0.00%	1,842.24	0.00
5699	0.00	41  14,430.36	100.00%	0.00	1,443.04

I

Total for 14 SDev Domestic Water	730,916.20	631,004.58	67,286.64	698,291.22	95.54%	32,624.98	69,829.12
BlilGroup	0500	14 SDev Recycled Water	J

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
8
2328-8
04/15/24

Item

INSTALLED	I	'
6092  RM DOUBLE SERVICE -	46	EA	998.47	45,837.62	48i
45,837.62
I	0.00	46 I
45,837.62	100.00%	0.00	4,583.76
MATERIAL	I

.

i

I

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
8
2328-8
04/15/24

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

6225	TESTRECLAIM LINES	6,179	LF	2.25	13,902.75	I	0.00	I	0.00	0.00	0.00%	13,902.75	0.00		
6240	TIE TO EXISTING	1	EA	1,780.40	1,780.40	I	0.00	
:	0.00	

I	0.00	0.00%	1,780.40	0.00	
Totalfor 14SDev Recycledwater	397,111.88	327,950.45	29,411.36	357,361.81	89.99%	39,750.07	35,738.18
BillGroup
0600	14 $Dev Street Paving	]

Contract:	2328. Trinity Gardens
Application#:
Invoice:
Date:
8
2328-8
04/15/24

Item	Description
Contract Quantity	UOM
Unit Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
ToFinish	Retainage

6880	8' WI-EEL CHAIR RAMP	4	EA	1,885.11	7,540.44	0.00	I
!	0.00	I
i	0.00	0.00%	7,540.44	0.00		
68B5	CONCRETE APRON	230	SF	20.31	4,671.30	
I
I	0.00	I	0.00	0.00	0.00%	4,671.30	0.00		
6940	PAVERS	1,990	SF	12.81	25,491.90	i	0.00	i	0.00	I	0.00	0.00%	25,491.90	0.00	
6945	SIGNS 6 PAVEMENT MARKINGS		LS		32,858.50	i
'	0.00	I	0.00	I
I	0.00	0.00%	32,858.60	0.00	
Total for 14SDev Street Paving	1,486,527.00	0.00	127,171.82	127,171.82	8.55%	1,359,355.18	12,717.19

8720	STRIPPINGS	5,676	CY	1.67	9,478.92		0.00	I
5,676	9,478.92	s.s1sI	9,478.92	100.00%	0.00	
8724	STABILIZED ACCESS -	2,300	SY	5.02	11,546.00	
'	0.00	2,300	11,546.00	2,300	11,546.00	100.00%	0.00	
	MATERIAL													
8725	STABILIZEDACCESS	2,300	SY	1.81	4,163.00									
8730	STOCKPILE FROM PHI	105,936	CY	0.73	77,333.28									
8735	SLOPE GRADING	13,700	SY	0.60	8,220.00									

Totalfor 14SDev Dirt Import Export	247,089.75	169,978.83	25,187.92	195,166.75	78.99%	51,923.00	19,516.68
J

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
8
2328-8
04/15/24

Item	Description
Contract Quantity	UOM
Unit
Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
ToFinish	Retainage

9509	30" RCP - MATERIAL	147	LF	116.47	17,121.09	147i	17,121.09		!	0.00	1471	17,121.09	100.00%	0.00	1,712.11	
9510	30" RCP - INSTALLED	147	LF	35.74	5,253.78		0.00		'I	0.00	I
I	0.00	0.00%	5,253.78	0.00	
9514	30" MES - MATERIAL	2	EA	2,940.36	5,880.72		0.00		I
!	0.00	I I	0.00	0.00%	5,880.72	0.00	
9515	30" MES - INSTALLED	2	EA	754.31	1,508.62		0.00		I
I	0.00	I
I	0.00	0.00%	1,508.62	0.00	
9519	TYPE C INLET - MATERIAL	1	EA	3,380.11	3,380.11	1	3,380.11		'	0.00	1 !	3,380.11	100.00%	0.00	338.01	
9520	TYPE C INLET - INSTALLED	1	EA	718.71	718.71	I
I
I	0.00		I
I	0.00	I
I'	0.00	0.00%	718.71	0.00	
9525	TIE IN TO EXISTING	1	EA	5,596.47	5,596.47	i
I	0.00	0.00	0.00	0.00%	5,596.47	0.00				
9530	CLEAN STORM	185	LF	2.88	532.80	0.00		I
'	0.00	0.00	0.00%	532.80	0.00			
9535	T.V. STORM	185	LF	1.88	347.80	0.00		i
I	0.00	0.00	0.00%	347.80	0.00			
9540	WELL POINTS	185	LF	16.55	3,061.75	0.00	185	
'	3,061.75	185	3,061.75	100.00%	0.00	306.18		
9604	12' PVC - MATERIAL	83	LF	80.1B	6,654.94	83	6,654.94		
I	0.00	83	6,654.94	100.00%	0.00	665.49	
9605	12" PVC - INSTALLED	B3	LF	35.73	2,965.59	0.00		i
I	0.00	0.00	0.00%	2,965.59	0.00			
9610	DIRECTIONAL DRILL 16"	60	EA	382.71	22,962.60	0.00	60 'I	22,962.60	60:	22,962.60	100.00%	0.00	2,296.26				
9614	2" JUMPER - MATERIAL	1	EA	1,745.55	1,745.55	1	1,745.55		i	0.00	1	1,745.55	100.00%	0.00	174.56	
9615	2' JUMPER- INSTALLED	1	EA	219.31	219.31	0.00		I
!	0.00		0.00	0.00%	219.31	0.00		
9619	12" x12" WET TAP - MATERIAL	2	EA	8,985.44	17,970.88	2	17,970.88	0.00	2	17,970.88	100.00%	0.00	1,797.09			
9620	12" x12" WET TAP - INSTALLED	2	EA	2,146.07	4,292.14	0.00		!	0.00	i
I	0.00	0.00%	4,292.14	0.00		
9625	TEST WATER LINES	143	LF	2.25	321.75	I	0.00		:'	0.00	I
I	0.00	0.00%	321.75	0.00	
9629	SAMPLE POINTS -MATERIAL	2	EA	246.10	492.20	0.00	0.00		0.00	0.00%	492.20	0.00				
9630	SAMPLE POINTS - INSTALLED	2	EA	536.16	1,072.32	0.00	0.00		0.00	0.00%	1,072.32	0.00				
9705	1.25" MILL EXISTING	2,845	SY	5.46	15,533.70	I
I	0.00		i	0.00	I
I;	0.00	0.00%	15,533.70	0.00	

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
8
2328-8
04/15/24

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

9710	ASPHALT FC-9.51.25'	4,470	SY	16.96	75,811.20	0.00	0.00	i	0.00	0.00%	75,811.20	0.00				
9715	ASPHALT 2' S.P 12.5	1,630	SY	17.42	28,394.60	0.00	0.00	0.00	0.00%	28,394.60	0.00					
9719	LIMEROCK 16"(FULL DEPTH) - MATERIAL	1,630	SY	10.44	17,014.60	0.00	1,630		17,014.59	1,630	17,014.59	100.00%	0.01	1,701.46		
9720	UMEROCK 16" (FULL DEPTH) - INSTALLED	1,630	SY	4.94	8,052.20	0.00	1,630 f	

I
I	8,052.20	1,630	8,052.20	100.00%	0.00	805.22		
9724	STABILIZER 12" -MATERIAL	750	SY	5.14	3,855.00	0.00	750		3,855.00	750 I
I	3,855.00	100.00%	0.00	385.50		
9725	STABILIZER 12" - INSTALLED	750	SY	1.81	1,357.50	
I	0.00	750		1,357.50	750	1,357.50	100.00%	0.00	135.75	
9730	REMOVE 6 REPLACE FENCE	193	LF	33.04	6,376.72	I	0.00		0.00	0.00	0.00%	6,376.72	0.00			
9735	5' SIIJEWALK 4"THICK	1,386	LF	35.75	49,549.50	I	0.00		0.00	
I	0.00	0.00%	49,549.50	0.00		
9740	8' SIDEWALK 4" THICK	13	LF	56.64	736.32	0.00	

\	I	0.00	I	0.00	0.00%	736.32	0.00		
9745	5' WHEEL CHAIR RAMP	2	EA	1,574.01	3,148.02	0.00		I
!	0.00	I
I	0.00	0.00%	3,148.02	0.00		
9750	12 WHEEL CHAIR RAMP	2	EA	3,048.44	6,096.88		0.00		'	0.00	0.00	0.00%	6,096.88	0.00		
9755	SIGNS 6 PAVEMENT
MARKINGS		LS		21,062.50		0.00		
I	0.00	i	0.00	0.00%	21,062.50	0.00	
9760	R/WGRADING • OFFSITE	8,526	SY	0.81	6,906.06	I
j	0.00	7,673	
1	6,215.13	7,6731	6,215.13	90.00%	690.93	621.51	
9765	R/W SOD- OFFSITE	8,526	SY	3.19	27,197.94	0.00		!	0.00	I
I	0.00	0.00%	27,197.94	0.00		
9770	SIGNS 6 PAVEMENT
MARKINGS		LS		20,947.50	
I	0.00	0.00	I	0.00	0.00%	20,947.50	0.00			
9775	MOT		LS		30,045.00	I
i	0.00		I	15,022.00	15,022.00	50.00%	15,023.00	1,602.20		

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
8
2328-8
04/15/24

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty  Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

9910	ASBUILTS		LS		13,547.50		0.00	I	2,709.00	2,709.00	20.00%	10,838.50	270.90		
9915	MOBILIZATION		LS		42,925.00		21,462.50	I
I	8,585.00	30,047.50	70.00%	12,877.50	3,004.75		
9920	GEOTECH TESTING		LS		61,800.00		I	18,540.00	30,900.00	I
I	49,440.00	80.00%	12,360.00	4,944.00	
9925	LOT TESTING	110	EA	150.00	16,500.00	0.00	0.00	0.00	0.00%	16,500.00	0.00				
9930	ENVIRONMENTAL		LS		4,598.03	1,839.21	2,758.82	I	4,598.03	100.00%	0.00	459.80			
9935	S.WP.P.P.		LS		3,750.00	750.00	1,875.00	!
I	2,625.00	70.00%	1,125.00	262.50			
Total for 14 SDev Misc In-Tract Cost	181,056.16	57,765.96	46,827.82	104,593.78

	
Grand Totals	9,272,676.30	5,464,407.97	921,591.37	6,385,999.34
57.77%	76,462.38	10,459.39

68.87%	2,886,676.96	638,600.03

APPLICATION AND CERTIFICATE FOR PAYMENT	Invoice #: 2328-13

To Owner.	Landsea Homes
2420 S Lakemont Avenue, Suite 450

Orlando, FL 32814
From Contractor.	Blue Ox Enterprises, LLC
500 North Way
Sanford, FL 32773
Ptoject:	2328. Trinity Gardens	ApplicationNo.:	13

Period To:	8/15/2024

ViaArchttect:

ProjectNos:
Distribution to:
Owner c::J Architect c::::J Contractor c::::J
C=:J
Contract For.	Contract Date:

CONTRACTOR'S APPLICATION FOR PAYMENT
Application ismade for payment. as shownbelow, inconnection with the Contract. Continuation Sheet is attached.

1. Original Contract Sum ....................... . 2N. eCthange By Change Order

$9,272,676.30
-$25,718.75
The undersigned Contractor certifies that to the best of the Contractor's knowledge, information, and belief, the work covered by this Application for Payment has been completed in accordance with the Contract Documents. That all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the Owner, and that current payment shown herein is now due.

CONTRACTOR:	Blue Ox Enterprises, LLC
3. Contract Sum To Date ......................... .
4.Total Completed and Stored To Date .............. .
5R. etainage:
$9,246,957.55
$8,716,291.94
By:	 ?Ln unt,

_Date: 8/16/2024
a.	s.00% of Completed Work

$435,814.66
()	s	'v--c\-e_
State of: Hov- c)L.CI\..	P'-	County of:	• 2,_C) 2,.C.(
Subscribned d ·to	re e thl -""	yoA1f.13u :)+	••	, .  ,
b.	0.00% of Stored Material
$0.00
Notary Pub •	.,,

e e • • 0"d

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

$435,814.66
My Commissi n e pires:	,=

0	0  Notary Public State of l na
Heather Frederic
a, 	MY commission Ht-! 400828
Total Earned Less Retainage .................. .
$8,280,477.28

ARCHITEcrs CERTIFICATE FOR PAYMENT
C. &miliill.'tm	Expires 5)2112011	:..

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

9B. alance To Finish, Plus Retainage .............. .

$7,844,662.62
$435,814.66

$966,480.27

In accordance with the Contract Documents, based on on-site obse, v-	a+id me mita0 comprising the above application, theArchitect certifies to the Owner that to the best of the Architect's knowledge, information, and belief, the Work hasprogressed as indicated, thequality of the Work is in accordance with the Contract Documents, and theContractor is entitled to payment of the AMOUNT CERTIFIED.
AMOUNT CERTIFIED
$435,814.66

(Attach explanation if amount certified differs from the amount applied. lniNa/ all figures on this Application and on the Continuation Sheet that are changed lo 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.

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
13
2328-13
08115/24

Item	Description
Contract
Quantity	UOM
Unit Price
Contract Amount
Previous
Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
ToFinish	Retainage
emGroup	0100	14 SDev Rough Grading		]

I

i

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
13
2328-13
08/15/24

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

8230	SLOPE SOD	10,156	SY	3.19	32,397.84	o.oo	'
'	0.00	0.00	0.00%	32,397.64	0.00			
8235	SODTJEIN	10,092	SY	3.19	32,193.48	'
i	0.00	I	0.00	I	0.00	0.00%	32,193.48	0.00	
8295	RETAININGWALL	12,951	SF	32.44	420,130.44	12,303i:	399,123.92	
I	0.00	12,303iI	399,123.92	95.00%	21,006.52	19,956.19	
8300	42"HANDRAIL	3,021	LF	45.16	136,428.36	755!	34,095.80	!	0.00	755:	34,095.60	24.99%	102,332.56	1,704.79	
8310	DEWATERING		LS		221,765.00	221,765.00	
I
!	0.00	
I	221,765.00	100.00%	0.00	11,088.25		
Total for 14 SDev Rough Grading	2,091,825.80	1,752,487.45	0.00	1,752,487.45	83.78%	339,338.35	87.624.32
BiHGroup	0200	14 SDev Sewer

104	8' PVC0-6 SDR26- MATERIAL	445	LF	20.22	8,997.90	445	8,997.90		I	0.00	446 I
I	8,997.90	100.00%	0.00	450.39		
105	8' PVC 0-6 SDR26- INSTALLED	445	LF	12.62	5,615.90	
445	5,615.90		

I	0.00	
4461	5,615.90	100.00%	0.00	280.79		
109	8"PVC 6-8SDR26- MATERIAL	1,232	LF	20.22	24,911.04	1,232	24,911.04	I		0.00	1,232I	24,911.04	100.00%	0.00	1,245.55		
110	8' PVC 6-8SOR26-INSTALLED	1,232	LF	14.30	17,617.60	
1,232,	17,617.60		

I	0.00	1,232	17,617.60	100.00%	0.00	880.88		
114	8' PVC 8-10SOR26- MATERIAL	943	LF	20.22	19,067.46	9431	19,067.46	0.00	943	19,067.46	100.00%	0.00	953.37				
115	8' PVC8-10 SOR 26-	943	LF	17.87	16,851.41	I
9431	16,851.41		I	0.00	943	16,851.41	100.00%	o.oo	842.57		
	INSTALLED					I			I								
119	8' PVC11).12 SOR 26-	1,422	lF	20.22	28,752.84	1,422	28,752.84		'
j	0.00	1,422 I	28,752.84	100.00%	0.00	1,437.84		
	MATERIAL										I I						
120	8' PVC10-12SOR 26-	1,422	LF	21.45	30,501.90	1,422:	30,501.90			0.00	1,422 I
I
I	30,501.90	100.00%	0.00	1,525.09		
	INSTALLED					I			I								
124	8' PVC12-14SOR26-	480	LF	20.22	9,301.20	
460!	9,301.20		
I
!	0.00	460	9,301.20	100.00%	0.00	465.06		
	MATERIAL																
125	8' PVC12-14SOR 26- INSTALLED	480	LF	26.81	12,332.60	480	12,332.60		I	0.00	480	12,332.60	100.00%	0.00	616.63		
129	8' PVC 14-16SDR26- MATERIAL	556	LF	20.22	11,242.32	
5561	11,242.32		I	0.00	556	11,242.32	100.00%	0.00	562.11		

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
13
2328-13
08/15/24

Item	Description
Contract
Quantity	UOM
Unit
Price
Contract Amount
Previous
Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Reteinage

130	8' PVC14-18 SOR 26-	558	lF	31.54	17,536.24	558	17,536.24	I
INSTALLED
0.00	558	17,536.24	100.00%	0.00	876.81
134	8'PVC16-18SOR28-	880	LF	20.22	17,793.60	880'	17,793.6-0	II	0.00	880'	17,793.60	100.00%	0.00	889.68
MATERIAL
135	8' PVC16-18SOR 28-	880	LF	38.30	33,704.00	8801	33,704.00	II
INSTALLED	I	,
0.00	880	33,704.00	100.00%	0.00	1,685.20
144	10'PVC16-18 SDR 28-	378	LF	30.81	11,646.18	378!	11,648.18	!	0.00	378	11,648.18	100.00%	0.00	582.31
MATERIAL	j	I
145	10" PVC16-18 SOR 26-	378	LF	38.30	14,477.40	378i	14,477.40	0.00	378	14,477.40	100.00%	0.00	723.87
I	I
I
154	10' PVC18-20 SOR 26-
MATERIAL	22	LF	30.81	677.82	22
,	677.82	1•	0.00	22	877.82	100.00%	0.00	33.89	

155	
10' PVC18-20 SOR 28-	
22	
lF	
44.64	
982.08	
22	
982.08	I
1	0.00	
22	
982.08	
100.00%	
0.00	
49.10	

	-							!								
444	MANHOLE 0-6-MATERIAL	4	EA	5,034.30	20,137.20	4I	20,137.20	I		0.00	4	20,137.20	100.00%	0.00	1,006.86	
445	MANHOLE 0-6-INSTALLEO	4	EA	538.16	2,144.84	41	2,144.64			0.00	4	2,144.64	100.00%	0.00	107.23	
449	MANHOLE 6-6-MATERIAL	6	EA	5,701.99	34,211.94	Bi	34,211.94	f	I	0.00	6	34,211.94	100.00%	0.00	1,710.60	
450	MANHOLE 6-8-INSTALLED	6	EA	670.20	4,021.20	81	4,021.20		i	0.00	6	4,021.20	100.00%	0.00	201.06	
454	MANHOLE 8-10-MATERIAL	3	EA	6,643.16	19,929.49	31	19,929.49		
I
I	0.00	3	19,929.48	100.00%	0.00	996.47	
455	MANHOLE 8-10-INSTALLED	3	EA	804.24	2,412.72	3'	2,412.72		[	0.00	3	2,412.72	100.00%	0.00	120.63	

459	
MANHOLE 10-12• MATERIAL	
5	
EA	
7,195.28	
35,978.40	
5	
35,978.40		!	
0.00	
5	
35,978.40	
100.00%	
0.00	
1,798.82	
460	MANHOLE10-12- INSTALLED	5	EA	1,072.32	5,381.60	5.	5,361.60		'I	0.00	5 '	5,361.60	100.00%	0.00	268.07	
464	MANHOLE12-14-MATERIAL	2	EA	7,877.08	15,754.16	2j	15,754.16			0.00	2	15,754.18	100.00%	0.00	787.71	
465	MANHOLE12-14-INSTALLED	2	EA	1,072.32	2,144.64	2i	2,144.64			0.00	2	2,144.64	100.00%	0.00	107.23	
469	MANHOLE14-16-MATERIAL	2	EA	8,420.21	16,840.42	2!	16,840.42		I	0.00	2	16.840.42	100.00%	0.00	842.02	

i'	Ii	!

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
13
2328-13
08/15/24

Item

470	MANHOLE 14-16 - INSTALLED	2	EA	1,340.40	2,680.80	
2j	2,680.80	0.00	2 i	2,680.60	100.00%	0.00	134.04			
474	MANHOLE 16-18 - MATERIAL	6	EA	9.279.21	55,675.26	
6[	55,675.28	0.00	6!
I	55,675.26	100.00%	0.00	2,783.76			
476	MANHOLE16-18-INSTALLED	6	EA	1,340.40	8,042.40	e!	8,042.40	0.00	8'	8,042.40	100.00%	0.00	402.12			
484	MANHOLE18-20• MATERIAL	1	EA	9,839.04	9,838.04	1i
;	9,839.04		I
I	0.00	1	9,839.04	100.00%	0.00	481.96	
485	MANHOLE18-20 - INSTALLED	1	EA	1,609.47	1,608.47	1	1,609.47		I
I	0.00	1 I	1,608.47	100.00%	0.00	80.42	
689	SINGLE LATERAL·MATERIAL	20	EA	696.26	11,905.20	20	11,905.20		I	0.00	20	11,905.20	100.00%	0.00	595.26	
570	SINGLE LATERAL- INSTALLED	20	EA	322.24	6,444.80	
20;	8,444.80		I	0.00	20	6,444.80	100.00%	0.00	322.24	
574	DOUBLELATERIAL • MATERIAL	
71	EA	677.09	48,073.39	
71	48,073.39		I
I	0.00	11 I
I	48,073.39	100.00%	0.00	2,403.67	
575	DOUBLELATERAL- INSTALLED	71	EA	322.24	22,879.04	n I	22,879.04	0.00	11 l	22,879.04	100.00%	0.00	1,143.95			
819	8" PVCFORCEMAIN - MATERIAL	1,432	LF	32.37	46,353.84	I
1.432j	46,353.84	
I		0.00	1,432	46,363.84	100.00%	0.00	2,317.69	
620	8"PVC FORCEMAIN•	1,432	LF	8.94	12,802.08	1,432	12,802.08		I
I	0.00	1,432	12,802.09	100.00%	0.00	840.10	
	INSTALLED															
830	FORCEMAIN FITTINGS- MATERIAL		LS		27,584.45	I	27,584.45		

I	0.00	I
I	27,584.45	100.00%	0.00	1,379.22	
834	8' GATEVALVE·MATERIAL	1	EA	2.177.66	2,177.66	I
1!	2,177.66		!
!	0.00	1	2,177.66	100.00%	0.00	108.88	
835	a•GATE VALVE- INSTALLED	1	EA	426.95	426.95	1	426.95		:	0.00	, I	426.95	100.00%	0.00	21.35	
689	8" x 8"WETTAP- MATERIAL	1	EA	4,849.99	4,849.99	1I	4,849.99	0.00	I
1	4,849.99	100.00%	0.00	242.50			
690	8' x8• WETTAP-INSTALLED	1	EA	1,847.54	1,847.54	1 I	1,847.54		:
I	0.00	1	1,847.54	100.00%	0.00	92.37	
699	AIRRELEASEVALVE• MATERIAL	1	EA	4,299.35	4,299.35	1'	4,299.35	0.00	1	4,299.35	100.00%	0.00	214.97			
700	AIRRELEASEVALVE-	1	EA	580.02	580.02	
1!	580.02			0.00	1	580.02	100.00%	0.00	29.00	
	INSTALLED								I							
719	LIFTSTATION·MATERIAL		LS		460,597.05	

I	460,597.05		I	0.00	460,597.05	100.00%	0.00	23,029.85		

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
13
2328-13
08/15/24

Item	Description
Contract
Quantity	UOM
Unit Price
Contract Amount
Previous
Qty	Amount
Current Period
Qty	Amount
Total
Qty	Amount
%
Complete

Balance
ToFinish	Retainage

720	LIFTSTATION - INSTALLED		LS		307,954.67	277,158.00		0.00	277,158.00	90.00%	30,796.67	13,857.90			
725	CLEANSANITARY UNES	6,335	LF	1.88	11,909.80	6,335	11,909.80		0.00	6,335	11,909.80	100.00%	0.00	595.49	
730	TESTSANITARY LINES	6,335	LF	1.64	10,389.40	
6,335	10,389.40		0.00	8,335	10,389.40	100.00%	0.00	519.47	
735	TESTFORCEMAIN LINES	1,432	LF	1.64	2,348.48	1,4321	2,348.48		0.00	1,432	2,348.48	100.00%	0.00	117.42	
740	T.V. SANITARYLINES	6.335	LF	2.06	13,050.10	6,3351	13,050.10	I	0.00	6,335	13,050.10	100.00%	o.oo	652.50	
759	DROPCONNECTION·	2	EA	1,268.03	2.532.06	I
21
I	2,532.08	I	0.00	2	2,532.06	100.00%	0.00	126.80	
	MATERIAL							i							
780	DROPCONNECTION· INSTAUED	2	EA	815.25	1,630.50	!
21
i	1,830.50	:	0.00	2
i	1.630.50	100.00%	0.00	81.52	
805	WELLPOINTS	6,335	LF	18.55	104,844.25	I
6,3351
'	104,844.25	0.00	6,336 J	104,844.25	100.00%	0.00	5,242.21		
Total for 14 SDev Sewer	1,624,270.48	1,593,473.81	0.00	1,593,473.81	98.10%	30,796.67	79.674.09
!	_ BIiiGroup	0 00	_ 14SDe	t rm Drain		_	J

!

Application #:
Invoice:
13
2328-13
Contract:	2328. Trinity Gardens

Date:

08/15/24

Item	Description
Contract
Quantity	UOM
Unit
Price
Contract Amount
Previous
Qty	Amount
Current Period
Qty	Amount
Total
Qty	Amount
%
Complete

Balance
ToFinish	Retainage

1685	42' RCPO INSTALLED	1,463	LF	36.50	53,399.50	
1.4631	63,399.50	
0.00	
1,463	
53,399.50	
100.00%	
0.00	
2,669.97		
2069	12"HOPE·MATERIAL	50	LF	
21.69	
1,084.50	
50·	1,084.50	
0.00	
50	
1,084.50	
100.00%				

2070	
12"HOPE-INSTALLED	
50	
LF	
13.40	
670.00	I
50	670.00	

I	
0.00	
50	
670.00	
100.00%	0.00

0.00	54.22

33.50	
2504	STORMMANHOLE - MATERIAL	14	EA	4,137.20	57,920.60	
14,	57,920.80	
0.00	I
14	
57,920.80	
100.00%	
0.00	
2,896.04		
2505	STORMMANHOLE - INSTALLED	14	EA	941.49	
13,180.86	
141	13,180.86	
0.00	
14	
13,180.88	
100.00%	
0.00	
659.05		
2689	J MANHOLE· MATERIAL	11	EA	8,535.71	
93,892.81	
11	93,892.81	
'	
0.00	
11	
93,892.81	
100.00%	
0.00	
4,694.64	
2690	J MANHOLE - INSTALLED	11	EA	1,135.55	12,491.05	
11	12,491.05	
0.00	
11	
12,491.05	
100.00%	
0.00	
624.58		
2749	12' MES-MATERIAL	1	EA	386.48	386.48	
1	386.48	
0.00	
1	
366.48	
100.00%	
0.00	
19.32		
2750	12"MES-INSTALLED	1	EA	363.77	363.77	
1	363.77	
0.00	
1	
363.77	
100.00%	
0.00	
18.19		
2754	18"MES·MATERIAL	2	EA	878.90	1,757.80	
2	1,757.80	
0.00	
2	
1,757.80	
100.00%	
0.00	
87.89		
2755	18' MES-INSTALLED	2	EA	465.41	930.82	
2	930.82	
0.00	
2	
930.82	
100.00%	
0.00	
46.54		
2759	24' MES-MATERIAL	3	EA	1,138.90	3,416.70	3,	3,416.70	

I	
0.00	
3	
3,416.70	
100.00%	
0.00	
170.83	
2760	24'MES- INSTALLED	3	EA	609.86	1,829.56	
3	1,829.58	i
I
I	o.oo	
3	
1,829.56	
100.00%	
0.00	
91.48	
2764	30"MES- MATERIAL	3	EA	2,940.36	8,821.08	3	8,821.08	'	0.00	
3	
8,821.08	
100.00%	
0.00	
441.05	
2765	30' MES -INSTALLED	3	EA	754.31	2,262.93	3	2,282.93	!	
0.00	
3	
2,262.93	
100.00%	
0.00	
113.14	
2769	36"MES·MATERIAL	1	EA	3,948.30	3,948.30	1	3,948.30	0.00	1	3,946.30	
100.00%	
0.00	
197.41		
2770	36"MES•INSTALLED	1	EA	754.31	754.31	1	754.:ll	
0.00	
1	
754.31	
100.00%	
0.00	
37.71		
2774	42"MES • MATERIAL	1	EA	4,874.56	4,874.56	1	4,874.56	0.00	1	4,874.56	
100.00%	
0.00	
243.73		
2775	42'MES- INSTALLED	1	EA	642.04	842.04	1	842.04	0.00	1	842.04	
100.00%	
0.00	
42.10		
2989	P-5INLET• MATERIAL	20	EA	5,133.33	102,666.60	20·	102,666.60	0.00	20 '	102,666.60	100.0-0%	0.00	
5,133.33		
2980	P-5INLET- INSTALLED	20	EA	1,367.98	27,359.60	20	27,359.60
i	0.00	20	27,359.60	
100.00%	
0.00	
1,367.98		

Application#: Invoice:
Contract:	2328. Trinity Gardens	Date:
13
2328-13
08/15/24

	Contract		Unit	Contract	Previous	Current Period		Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

3019	P-<lINLET- MATERIAL	20	EA	5,885.15	113,303.00	20	113,303.00	0.00	20		113,303.00	100.00%	0.00	5,865.15			
3020	P-8INLET- INSTALLED	20	EA	1,247.77	24,955.40	20	24,955.40	0.00	20		24,955.40	100.00%	0.00	1,247.77			
3204	.HlINLET- MATERIAL	3	EA	10,477.88	31,433.58	3	31,433.58		'	0.00	3		31,433.58	100.00%	0.00	1,571.68	
3205	J-6INLET- INSTALLED	3	EA	1,553.32	4,659.96	3	4,659.96	0.00	3		4,659.98	100.00%	o.oo	232.99			
3234	TYPE CINLET-MATERIAL	6	EA	3,367.12	20,202.72	6	20,202.72	0.00	6		20,202.72	100.00%	0.00	1,010.13			
3235	TYPE CINLET - INSTALLED	6	EA	894.49	5,366.94	
6 '	5,368.94	0.00	6		5,366.94	100.00%	o.oo	268.34			
3289	TYPEE INLET- MATERIAL	8	EA	4,245.08	33,960.64	;
8	33,960.64	0.00	8		33,980.64	100.00%	0.00	1,698.03			
3290	TYPEE INLET- INSTALLED	8	EA	711.81	5,692.88	8	5,892.88	.I		0.00	8		5,692.66	100.00%	0.00	284.64	
3349	TYPEHINLET- MATERIAL	2	EA	7,576.51	15,153.02	2	16,153.02		'	0.00	2		15,153.02	100.00%	0.00	757.65	
3350	TYPEHINLET- INSTALLED	2	EA	711.81	1,423.22	2	1,423.22	0.00	2		1,423.22	100.00%	0.00	71.16			
3564	C CONTROLSTRUCTIJRE- MATERIAL	1	EA	4,690.47	4,690.47	1	4,890.47	I	0.00	1		4,690.47	100.00%	0.00	234.52			
3565	C CONTROL STRUCTURE - INSTALLED	1	EA	1,018.65	1,018.65	1	1,018.65		I
I'
i	0.00	1		1,018.65	100.00%	0.00	50.93	
3587	RIPRAP- MATERIAL	6	SY	60.40	362.40	6	362.40		I
I	0.00	B		362.40	100.00%	0.00	18.12	
3568	RIPRAP-INSTALLED	6	SY	24.43	148.58	6	146.58	0.00	6		146.58	100.00%	0.00	7.33			
3855	CLEAN STORM	9,980	LF	2.88	28,742.40	9,980	28,742.40	0.00	9,980	.
I	28,742.40	100.00%	o.oo	1,437.12			
3860	T.V.STORM	9,980	LF	1.88	18.762.40	9,980	18,762.40	0.00	9,980	I
,	18,762.40	100.00%	0.00	938.12			
3910	WELLPOINTS	4,078	LF	16.55	67,490.90	4,078,	67,490.90	0.00	4,078 I		67,490.90	100.00%	0.00	3,374.54			
Totalfor14SDev StormDrain	2,065,374.44	2,085,374.44	0.00	2,085,374.«	100.00%	0.00	104.268.65
emGroup	0400
'-	-	- -	-	...S.:.

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
13
2328-13
08115124

	Contract		Unit	Contract	Previous	Current Period		Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

5514	4' PVC• MATERIAL	820	LF	10.50	8,610.00	820	8,610.00	0.00	820	8,810.00	100.00%	0.00	430.50		
5515	4' PVC• INSTALLED	820	LF	8.94	7,330.80	820	7,330.80	0.00	820	7,330.80	100.00%	0.00	366.54		
5519	6' PVC• MATERIAL	590	
LF	19.81	11,569.90	
590	11,569.90	0.00	590	11,569.90	100.00%	0.00	578.49		
5520	8' PVC- INSTALLED	590	LF	8.94	5,274.60	
590	5,274.60	0.00	590	5,274.60	100.00%	0.00	263.73		
5524	8' PVC-MATERIAL	280	
LF	34.17	9,567.60	
280	9,567.60	0.00	280	9,587.60	100.00%	0.00	478.38		
5525	8' PVC - INSTALLED	280	LF	8.94	2,503.20	280	2,503.20	o.oo	280	2,503.20	100.00%	0.00	125.18		
5529	10' PVC·MATERIAL	740	LF	49.10	36,334.00	740	36,334.00	0.00	740	36,334.00	100.00%	0.00	1,816.70		
5530	10' PVC·INSTALLED	740	
LF	10.73	7,940.20	
740-	7,940.20	0.00	740	7,940.20	100.00%	0.00	397.01		
5534	12' PVC- MATERIAL	3,830	LF	67.29	257,720.70	3,830	257,720.70	0.00	3,830	257,720.70	100.00%	0.00	12,886.03		
5535	12' PVC-INSTALLED	3,830	
LF	10.73	41,095.90	
3,830!	41,095.90	0.00	3,830	41,095.90	100.00%	0.00	2,054.80		
5614	WM SINGLESERVICE· MATERIAL	24	EA	534.10	12,818.40	I
24
I	12,818.40	0.00	24	12,818.40	100.00%	0.00	640.92		
5615	WM SINGLESERVICE· INSTALLED	24	EA	268.08	6,433.82	24!	6,433.92	0.00	24 !
I	6,433.92	100.00%	0.00	321.69		
5619	WM DOUBLE SERVICE· MATERIAL	44	EA	1,040.33	45,TT4.52	44,	45,774.52	0.00	44 I	45,774.52	100.00%	0.00	2,288.72		
5820	WM DOUBLE SERVICE • INSTALLED	44	EA	268.08	11,795.52	
44	11,795.52	0.00	44	11,795.52	100.00%	0.00	589.77		
5826	WATER FITTINGS·MATERIAL		LS		59,127.79	59,127.79	0.00	59,127.79	100.00%	0.00	2,956.39				
5634	4• GATE VALVE· MATERIAL	3	
EA	1,214.34	3,643.02	3	3,643.02	'	0.00	3	3,843.02	100.00%	0.00	182.15	
5635	4" GATE VALVE - INSTALLED	3	EA	283.18	789.54	3	789.54	0.00	3	789.54	100.00%	0.00	311.47		
5644	6" GATE VALVE· MATERIAL	4	EA	1,642.76	6,571.04	4	6,571.04	'	0.00	4	6,571.04	100.00%	0.00	328.55	
5645	6' GATE VALVE• INSTALLED	4	EA	283.18	1,052.72	4	1,052.72	I
I	0.00	4	1,052.72	100.00%	0.00	52.63	

Application #:
Invoice:
Contract:	2328. Trinity Gardens	Date:
13
2328-13
08/15/24

Item

5654	8'GATE VALVE·MATERIAL	2	EA	2,255.35	4,510.70	2:	4,510.70	0.00	2	4,510.70	100.00%	0.00	225.53		
5855	8' GATE VALVE- INSTALLED	2	EA	307.04	614.08	2	614.08	0.00	2!	614.08	100.00%	0.00	30.70		
5659	10"GATE VALVE-MATERIAL	2	EA	3,198.44	6,396.88	2	6,396.88	0.00	2 I	6,396.88	100.00%	0.00	319.84		
5660	10" GATE VALVE•INSTALLED	2	EA	307.04	614.08	2	614.08	
I	0.00	2	614.08	100.00%	0.00	30.70	
5664	12" GATE VALVE·MATERIAL	16	EA	3,707.23	56,315.68	18	59,315.88	I	0.00	16	59,315.68	100.00%	0.00	2,965.78	
5665	12' GATE VALVE·INSTALLED	16	EA	350.90	5,614.40	16'	5,614.40	I	0.00	16	5,614.40	100.00%	0.00	280.72	
5689	FIRE HYDRANT·MATERIAL	9	EA	6,897.56	62.078.22	9	62,078.22	0.00	9	62,078.22	100.00%	0.00	3,103.91		
5690	FIRE HYDRANT - INSTALLED	9	EA	1,164.29	10,656.61	9	10,858.61	0.00	9	10,859.61	100.00%	0.00	532.93		
5694	2' BLOW OFF•MATERIAL	6	EA	1,167.78	7,006.68	6	7,006.88	0.00	6	7,006.68	100.00%	0.00	350.33		
5695	2' BLOW OFF- INSTALLED	6	EA	307.04	1,842.24	6	1,842.24	0.00	8	1,642.24	100.00%	o.oo	92.11		
5699	AIRRELEASEVALVE- MATERIAL	4	EA	3,607.59	14,430.36	41	14.430.36	0.00	4i	14,430.36	100.00%	0.00	721.62		
5700	AIRRELEASE VALVE· INSTALLED	4	EA	580.02	2,320.08	4	2,320.08	0.00	4	2,320.08	100.00%	0.00	116.00		
5760	TESTWATER LINES	6,260	LF	2.26	14,085.00	6,260	14,085.00	

I	0.00	6,260	14,085.00	100.00%	0.00	704.25	
5775	SAMPLEPOINTS• MATERIAL	7	EA	246.10	1,722.70	7	1,722.70	
I
I	0.00	7	1,722.70	100.00%	0.00	86.13	
5776	SAMPLE POINTS• INSTALLED	7	EA	536.16	3,753.12	7	3,753.12	o.oo	7 .	3,753.12	100.00%	0.00	187.65		
Total for14SDev Domestic Water	730,916.20	730,816.20	0.00	730,916.20	100.00%	0.00	36.545.73

Contract:	2328. Trinity Gardens
Application #: Invoice:
Date:
13
2328-13
08/15/24

Item

6089	RMSINGLESERVICE· MATERIAL	
18	
EA	
490.24	
8,824.32	
18	
8,824.32	0.00	18	8,824.32	100.00%	0.00	441.21		
6090	RMSINGLE SERVICE· INSTALLED	18	EA	311.94	5,614.92	18	5,814.92	0.00	18	5,614.92	100.00%	0.00	280.74		
6092	RMDOUBLE SERVICE· MATERIAL	46	EA	996.47	45.837.62	46	45,837.62	'	0.00	46'	45,837.62	100.00%	0.00	2,291.88	
6093	RMDOUBLESERVICE - INSTALLED	46	EA	311.94	14,349.24	46
l	14,349.24	0.00	46	14,349.24	100.00%	0.00	717.46		
6094	1' IRRIGATION SERVICE· MATERIAL	1	EA	963.00	963.00	1	963.00	o.oo	1	863.00
i
I	100.00%	0.00	49.15		
6095	1' IRRIGATIONSERVICE·	1	EA	268.10	268.10	1	268.10	:	0.00	1	268.10	100.00%	0.00	13.40	
	INSTALLED							'						

6099	1.5'IRRIGATION SERVICE· MATERIAL	
1	
EA	
998.31	998.31	1.
I	998.31	0.00	1'	998.31	100.00%	0.00	49.91		
6100	1.5"IRRIGATION SERVICE· INSTALLED	
1	EA	311.94	311.94	1	311.94	0.00	1 •	311.94
:	100.00%	0.00	15.59		
6116	RECLAIMFITTINGS- MATERIAL	1	EA	40,664.99	40,664.99	1	40,664.99	i	0.00	1	40,684.99	100.00%	0.00	2,033.25	
6129	6' GATE VALVE·MATERIAL	
29	EA	1,598.90	46,388.10	29	46,368.10	0.00	29	48,368.10	100.00%	0.00	2,318.40		
6130	6' GATE VALVE- INSTALLED	29	EA	307.04	8,904.16	29	8,904.16	0.00	29	8,904.16	100.00%	0.00	445.20		
6164	2"BLOW OFF· MATERIAL	9	EA	717.33	6,455.97	I
9'	6,455.97	I	0.00	9	6,455.97	100.00%	0.00	322.80	
6165	2' BLOW OFF- INSTALLED	9	EA	307.04	2,763.36	9	2,763.36	'
I	0.00	9	2,763.36	100.00%	0.00	138.17	
6204	6" X8' WETTAP·MATERIAL	1	EA	3,808.99	3,808.99	1	3,808.99	
!	0.00	1	3,808.99	100,00%	0.00	190.45	
6205	6"X8•WETTAP-INSTALLED	1	EA	2,134.82	2,134.82	1	2,134.82	0.00	1	2,134.82	100.00%	0.00	108.74		
8209	AIRRELEASE VALVE-	4	EA	3,607.59	14.430.36	I
4	14.430.36	0.00	4i	14,430.36	100.00%	0.00	721.52		
	MATERIAL													
6210	AIRRELEASE VALVE • INSTALLED	4	EA	580.02	2,320.08	4'	2,320.08	0.00	4	2,320.08	100.00%	0.00	116.00		

Application#: Invoice:
Contract:	2328. Trinity Gardens	Date:
13
2328-13
08/15/24

Item

6225	
TESTRECLAIMLINES	
6,179	
Lf	
2.25	
13,902.76	
6,179	13,902.75	0.00	6,179	13,902.75	100.00%	0.00	695.14		
6240	TIETO EXISTING	1	EA	1,760.40	1,780.40	
1	!	1,760.40	0.00	1	1.760.40	100.00%	0.00	89.02	
Total for14SDev Recycled Water

																		
6505	ASPHALT S.P9.51"1STLIFT	19,245	SY	19.63	377,779.35	19,245	377,779.35	!		0.00	19.245		377,779.35	100.00%	0.00	16,888.97		
6515	ASPHALTTRIAL 1'	
311	
SY	13.23	4,114.53	0.00	0.00	0.00	0.00%	4,114.63	0.00							
6629	TRAIULIMEROCK 6' - MATERIAL	311	SY	11.86	3,688.46	311I	3,688.48	0.00	311	3,688.46	100.00%	0.00	184.42						
6830	TRAIULIMEROCK 8"- INSTALLED	311	SY	3.86	1,200.46	0.00	0.00		i	0.00	0.00%	1,200.48	0.00					
6634	LIMEROCK 8' - MATERIAL	19,245	SY	15.81	304,283.45	19,245	304,263.45		
I	0.00	19,245	.	304,263.45	100.00%	0.00	15,213.17		
6835	LIMEROCK 8"-INSTALLED	
19,245	
SY	4.94	95,070.30	
19,245	95,070.30		
I	0.00	19,245		85,070.30	100.00%	0.00	4,753.51		
6689	STABILIZER 12' -MATERIAL	24,024	SY	5.14	123,483.36	24,024•	123,463.30	0.00	24,024	123,483.36	100.00%	0.00	6,174.17						
6690	STABILIZER12' - INSTALLED	24,024	SY	1.81	43,483.44	24,024'	43.483.44	0.00	24,024	i	43,483.44	100.00%	0.00	2,174.17				
6700	TYPEFCURB SPILLOUT	1,860	LF	23.78	39,441.60	1.660	39,441.60	0.00	1,680	39,441.80	100.00%	0.00	1,972.08						
6720	MIAMI CURB	11,390	LF	20.82	237,139.80	11,390	237,139.80		
i	0.00	11,390	237,139.80	100.00%	0.00	11,856.99				
8730	12"RIBBONCURB	50	Lf	23.23	1,161.50	50	1,181.50		'	0.00	50	1,161.50	100.00%	0.00	58.07				
8790	5' SIDEWALK 4' THICK	3,276	LF	35.72	117,018.72	2,948	105,302.56	0.00	2,948	105,302.56	89.98%	11,716.16	5,265.13						
8795	5' SIDEWALK 6' THICK	21	LF	47.11	989.31	211	989.31	0.00	21	989.31	100.00%	0.00	49.46						
6815	8'SIDEWALK 4"THICK	885	LF	56.64	38,798.40	685	38,798.40	0.00	885 i	38,798.40	100.00%	0.00	1,939.92						
6870	5' WHEELCHAIRRAMP	18	EA	1,574.01	28,332.18	18	28,332.18		
l	0.00	18 •	28,332.18	100.00%	0.00	1,416.61				

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
13
2328-13

08115/24

	Contract		Unit	Contract	Previous	Current Period		Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

6880	9'WHEELCHAIRRAMP	4	EA	1,885.11	7,540.44	4	7,540.44	o.oo	41	7,540.44	100.00%	0.00	377.02		
6885	CONCRETE APRON	230	SF	20.31	4,671.30	0.00	0.00	0.00	0.00%	4,671.30	0.00				
6940	PAVERS	1,990	SF	12.81	25,491.90	1,492	19,112.52	I
I	0.00	1,492 '	19,112.52	74.97%	8,379.38	955.62	
6945	SIGNS&PAVEMENT MARKINGS		LS		32,858.50	19,715.10	0.00	19,715.10	60.00%	13,143.40	985.75				
Total for 14 SDevStreet Paving	1,486,527.00	1,445,301.TT	0.00	l,445,301.TT	97.23%	41,225.23	72.265.06
BillGroup	0700	14 SDev Dirt Import Export
'

Totalfor 14SOev Dirt Import Export	247,089.75	247,089.75	0.00	247,089.75	100.00%	0.00	12.354.48
i	BillGroup	0800	14 SDev Neighborhood Prop In	J

Application #:
Invoice:
Contract:	2328. Trinity Gardens	Date:
13
2328-13
08/15/24

Item

9509	30" RCP- MATERIAL	147	LF	116.47	17,121.09	
1471	17,121.09	0.00	147		17,121.09	100.00%	0.00	856.05		
9510	30' RCP- INSTALLED	147	LF	35.74	5,253.78	I
147'	5,253.78	0.00	147		5,253.78	100.00%	0.00	262.69		
9514	30' MES- MATERIAL	
2	
EA	
2,940.36	5,880.72	
2·	5,880.72	i
I	0.00	
2	
i	5,880.72	100.00%	0.00	294.03	
9515	30" MES- INSTALLED	2	EA	754.31	1,508.62	
2	1,508.62	0.00	2	I	1,508.62	100.00%	0.00	75.43		
9519	TYPECINLET- MATERIAL	1	EA	3,380.11	3,380.11	
1	3,380.11	0.00	1		3,380.11	100.00%	0.00	169.00		
9520	TYPECINLET- INSTALLED	
1	
EA	718.71	718.71	
1	718.71	0.00	1		718.71	100.00%	0.00	35.93		
9525	TIEINTO EXISTING	1	EA	5,596.47	5,596.47	
1	5,596.47	0.00	1		5,596.47	100.00%	0.00	279.82		
9530	CLEANSTORM	
185	
LF	2.88	532.80	
185	532.80	i
!	0.00	185		532.80	100.00%	0.00	26.64	
9535	T.V.STORM	165	LF	1.88	347.80	
185	347.80	I	0.00	185		347.80	100.00%	o.oo	17.39	
9540	WELLPOINTS	185	LF	16.55	3,061.75	
185.	3,061.75	0.00	185		3,061.75	100.00%	0.00	153.09		
9804	12' PVC- MATERIAL	83	LF	80.18	6,854.94	
83	6,654.94	0.00	83		6,854.94	100.00%	0.00	332.74		
9605	12' PVC- INSTALLED	B3	LF	35.73	2,965.59	
83	2,965.59	0.00	83		2,965.59	100.00%	0.00	148.28		
9610	DIRECTIONAL DRILL16'	
60	
EA	
382.71	22,962.60	so',	22,962.60	0.00	60		22,962.60	100.00%	0.00	1,148.13		
9614	2' JUMPER- MATERIAL	1	EA	1,745.55	1,745.55	
1;	1,745.55	0.00	1		1,745.55	100.00%	0.00	87.28		
9615	2' JUMPER - INSTALLED	1	EA	219.31	219.31	I
1'	219.31	0.00	1		219.31	100.00%	0.00	10.96		
9618	12' X12"WETTAP- MATERIAL	
2	EA	8,985.44	17,970.88	I
2'	17,970.88	0.00	2		17,970.88	100.00%	0.00	898.54		
9620	12" x 12"WETTAP-INSTALLED	2	EA	2,146.07	4,292.14	
2	4,292.14	0.00	
2		4,292.14	100.00%	0.00	214.60		
9625	TESTWATERLINES	
143	LF	2.25	321.75	
143	321.75	I	0.00	143		321.75	100.00%	0.00	16.09	
9629	SAMPLEPOINTS -MATERIAL	
2	EA	246.10	492.20	
2	492.20	i	0.00	2		492.20	100.00%	0.00	24.61	
9630	SAMPLEPOINTS - INSTALLED	2	EA	536,16	1,072.32	
2	1,072.32	I	0.00	2		1,072.32	100.00%	0.00	53.61	
9705	1.25' MILLEXISTING	2,845	SY	5.46	15,533.70	0.00	I	0.00	0.00	0.00%	15,533.70	0.00				
'

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
13
2328-13
08/15/24

	Contract		Unit	Contract	Previous	Current Period		Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

9710	ASPHALT FC-9.51.25'	4,470	SY	16.96	75,811.20	4.470	75,811.20	0.00	4,470		\	75,811.20	100.00%	0.00	3,790.56		
9715	ASPHALT2' S.P12.5	1,830	SY	17.42	28,384.60	i
1,830•	28,394.60	I	0.00	1,830			28,394.80	100.00%	0.00	1,419.73	
9719	LIMEROCK 18'(FULLDEPTH)· MATERIAL	1.830	SY	10.44	17,014.80	1,6301	17,014.59	0.00	1,630			17,014.59	100.00%	0,01	850.73		
9720	LIMEROCK 16' (FULL DEPTH)· INSTALLED	1.630	SY	4.94	8,052.20	1,830!
l	8,052.20	0.00	1,630			8,052.20	100.00%	0.00	402.61		
9724	STABILIZER 12' - MATERIAL	750	SY	5.14	3,855.00	750	3,855.00	0.00	750			3,855.00	100.00%	0.00	192.75		
9725	STABILIZER 12"- INSTALLED	750	SY	1.81	1,357.50	750'	1.357.50	o.oo	750			1,357.50	100.00%	0.00	67.87		
9730	REMOVE 6 REPLACE FENCE	193	LF	33.04	6,376.72	193	8,378.72	0.00	193	'		8,376.72	100.00%	0.00	318.83		
9735	5' SIDEWALK 4' THICK	1,386	LF	35.75	49,549.50	1,388	49,549.50	I	0.00	1,388	
i		49,549.50	100.00%	0.00	2,4TT.47	
9740	8' SIDEWALK 4' THICK	13	LF	56.84	736.32	13	736.32	t	0.00	13 i			736.32	100.00%	0.00	36.81	
9745	5' WHEELCHAIR RAMP	2	EA	1,574.01	3,148.02	2	3,148.02	0.00	2	I		3,148.02	100.00%	0.00	157.40		
9750	12WHEELCHAIRRAMP	2	EA	3,048.44	6,098.88	2	6,098.88	0.00	2			6,096.88	100.00%	0.00	304.84		
9755	SIGNSSPAVEMENT MARKINGS		LS		21,062.50	21,062.50	0.00	21,062.50	100.00%	0.00	1,053.12						
9760	R/WGRADING -OFFSITE	8,526	SY	0.81	6,906.06	8,526	6,906.06	0.00	8,526			6,906.06	100.00%	0.00	345.30		
9785	R/W SOD - OFFSITE	8,526	SY	3.19	27,197.94	0.00	0.00	o.oo	0.00%	27,197.94	o.oo						
9770	SIGNS6 PAVEMENT MARKINGS		LS		20,947.50	20,947.50	!	0.00	20,947.50	100.00%	0.00	1,047.37					
9775	MOT		LS		30,045.00	15,022.00	

I	0.00	15,022.00	50.00%	15,023.00	751.10					
Total for14 SDev Neighborhood Prop lmpr	428,504.59	370,749.94	0.00	370,749.94	86.52%	57,754.65	18.537.41

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
13
2328-13
08/15/24

	Contract		Unit	Contract	Previous	Current Period		Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

9910	ASBUILTS		LS		13,547.50	.	10,838.00	0.00	10,838.00	80.00%	2,709.50	541.90		
9915	MOBILIZATION		LS		42,925.00	34,340.00	0.00	34,340.00	80.00%	8,585.00	1,717.00			
9920	GEOTECH TESTING		LS		81,800.00	49,440.00	

I	0.00	49,440.00	80.00%	12,380.00	2.472.00		
9925	LOTTESTING	110	EA	150.00	16,500.00	0.00	0.00	I	0.00	0.00%	16,500.00	0.00		
9930	ENVIRONMENTAL		lS		4,598.03	4,598.03	I	0.00	I
i	4,598.03	100.00%	0.00	229.90	
9935	S.W.P.P.P.		LS		3,750.00	3,000.00	0.00	
i	3,000.00	80.00%	750.00	150.00		
Total for14SDev MiscIn-Tract Cast	181,056.16	132,564.53	0.00	132,564.53	73.22%	48,491.63	6.628.23

Total for ChangeOrder-Utility Dep	3,712.00	3,712.00	0.00	3,712.00	100.00%	0.00	185.60
BillGroup	0902	Change Order - Sewer
L	.	J
CO#Ol-01	8" PVC6-8 SDR26	27	LF	34.52	932.04	27	932.04	0.00	27	932.04	100.00%	0.00	46.60			
CO#Ol-02	8" PVC10-12$DR 26	-452	LF	41.67	-18,834.84	-452	-18,834.84	
I	0.00	-452	-18,834.84	100.00%	0.00	-941.74		
CO#Ol-03	8' PVC12-14SDR 26	-127	LF	47.03	5,972.81	-127	--5,972.81	I	o.oo	-127	--5,972.81	100.00%	0.00	-298.64		
CO#Ol,04	8" PVCHHSSDR 26	·12	Lf	58.52	-702.24	-12	-702.24	I	0.00	-12	-702.24	100.00%	0.00	--35.11		
CO#Ol-05	10"PVC16-1BSDR26	-271	LF	69.11	·18,728.91	·271	-18.728.81	i	o.oo	-271	-18,728.81	100.00%	0.00	·936.44		
CO#Ol-06	12"PVC18-20 SDR 28	57	LF	93.27	5,316.39	57'	5,316.39	0.00	57	5,316.39	100.00%	0.00	265.82			
CO#Ol-07	MANHOLE 10-12(LABORONLY	-1	LF	1,072.32	-1.072.32	-1	-1.072.32	0.00	·1	·1,072.32	100.00%	0.00	·53.61			
	)															
C0#01-08	MANHOLE 12-14(LABORONLY)	·1	LF	1.072.32	1,072.32	
·1	-1,072.32	0.00	-1	·1,072.32	100.00%	0.00	·53.61			

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
13
2328-13

08/15/24

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance				
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

CO#Ol-09	MANHOLE 18-18( LABOR	-1	LF	1,340.42	-1,340.42	-1	-1,340.42		0.00	-1	-1,340.42	100.00%	0.00	-67.02	
	ONLY)									I					
CO#Ol-10	DOUBLE LATERAL	-25	LF	999.33	-24,983.25	-25	-24,983.25		0.00	-25 ,	-24,983.25	100.00%	0,00	-1,249.16	
CO#Ol-11	CLEAN SANITARY LINES	-775	LF	1.88	-1.457.00	
-775	-1.457.00	I	0.00	I
-ns	-1,457.00	100.00%	0.00	-72.85	
CO#Ol-12	TESTSANITARY LINES	-775	LF	1.64	-1,271.00	-775	-1,271.00		0.00	-ns	-1,271.00	100.00%	0.00	-ll3.55	
00#01-13	T.V.SANITARY LINES	-775	lF	2.06	-1.596.50	-775	-1.596.50		0.00	-775	-1,598.50	100.00%	0.00	-79.82	
CO#Ol-14	WELLPOINTS	-775	LF	16.55	-12,826.25	-7751	-12,826.25		o.oo	-775	-12,828.25	100.00%	0.00	-641.31	
Total for Change Order• Sewer	-83,609.33	-83,609.33	0.00	-83,609.33	100.00%	0.00	-4.180.«

BillGroup
0903	Change Order - Storm Drain

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
13
2328-13

08(15/24

Item	Description
Contract	Unit	Contract	Previous	Current Period	Total	%	Balance
Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Compl81e	ToFinish	Retainage

Total for Change Order- Storm Drain
BillGroup	0904
Change Order - Domestic Wate
-26,073.88	-26,073.88	0.00	-28,073.88	100.00%	0.00	-1.303.68
CO#Ol-23 2"BLOWOFF
LF	1,474.82	1,474.82I	1	1,474.82 I	0.00 I	1	1,474.82I	100.00I%
0.00 I	73.74
Total for Change Order-Domestic Water
1,474.82	1,474.82	0.00	1,474.82	100.00%	0.00	73.74

Bill Group	0905	Change
'	-
CO#Ol-24 ASPHALTS.P. 9.52' (2LIFTS)	-147	Order -

LF	Paving
-
19.63	

-2,885.61	

-147	

-2,885.61	

--
0.00	

-147	

-2.885.81	

100.00%	

0.00	.. J
-144.28	
CO#Ol-25 MIAMICURB	-94	
LF	
20.82	
-1,957.08	
-94	
-1,957.08	
0.00	-94	
-1,957.08	
100.00%	
0.00	
-97.85	
CO#Ol-26 12'RIBBONCURB	60	LF	23.23	1,393.80	
80	1,393.80	
0.00	
60	
1,393.80	
100.00%	
0.00	
69.69	
CO#Ol-27  8' WHEELCHAIR RAMP	1	LF	1,885.11	1,885.11	
1:	1,885.11	0.00	1	1,885.11	
100.00%	
0.00	
94.25	
CO#Ol-28 BRICKPAVERS	2,518	LF	12.81	32,255.58	
1,8891	24,191.69	
0.00	1,889 I	
24,191.69	
75.00%	
8,063.89	
1,209.58	
CO#Ol-29 SIGNS fl PAVEMENT
MARKINGS	LF		4,995.19	I
i
I	0.00	0.00	I I	0.00	0.00%	4,995.19	o.oo	
CO#Ol-37  UMEROCK ATCOST	1,630	
LF	
24.55	
40,016.50	
1,8301	
40,018.50	
0.00	I
1,630
'	
40,016.50	
100.00%	
0.00	
2,000.82	
Total for Change Order· Paving			75,703.49		
62,644.41	
0.00		
62,644.41	
82.75%	
13,059.08	
3,132.21	
BillGroup	0906	Change Order - R-oughGradinE												
i	-	-	I

'

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
13
2328-13
08/15/24

Contract	Unit	Contract	Previous	Current Period	Total	%	Balance
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage

CO#Ol-34	SODTIEIJII	265	LF	3.19	845.35	2651	845.35	0.00	265	845.35	
100.00%	
0.00	42.27	
Total	forChange Order • Rough Grading	3,074.15	3,074.15	0.00		
3,074.15	
100.00%	
0.00	153.71	

Grand Totals	9,246,957.55	8,716,291.94

0.00	8,716,291.94	94.26%	530,665.61	,814.66
=

APPLICATION AND CERTIFICATE FOR PAYMENT	Invoice#:	2328-6

To owner: Landsea Homes	Project	2328. Trinity Gardens 2420 S Lakemont Avenue, Suite 450

Orlando, FL 32814
From Contractor.  Blue Ox Enterprises, LLC	ViaArchitect:
500 North Way
Sanford, FL 32773
Contract For:
Application No. :	6
Period To:	2/15/2024
Project Nos: Contract Dale:
Distribution to:
C:J	Owner
CJ	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 Contractor's knowledge, information, and belief, the work covered by this Application for Payment has been completed in accordance with the Contract Documents. That all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the Owner, and that current payment shown herein is now due.
CONTRACTOR:	Blue Ox Enterprises, LLC
By	Q.f;;f)

Dartec 2/2.oll4

a	10.00% of Completed Work

b.	0.00% of Stored Material

$503,647.64
$0.00

State of: .: ::.-tc, ·l ct
Subscribed nd	to	befo	ethis Notary Publi .
My Commissi	r  .
a.dA	CountyCS tX\o. \e...
('Vc:4('"

Notary Public State of Florida
Total Retainage .......................... .
$503,647.64

ARCHITECT'S CERTIFICATE FOR PAYMENT
,ther Frederick
flE MV vvmmlssion HH400S88
Cvfttt'.OC: !<J21 J2Q2T
Inaccordance withthe Contract Documents, based on 011-site ob Mftio?ts a"ndlhedata 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.

AMOUNT CERTIFIED $ 281,898.46

(Attach explanation if amount certified differs from the amount applied. Initial all figures on this Application and on t/11 Continuation Sheet that are changed to conformv..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.

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
6
2328-6
02/15/24

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Priai	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To finish	Retainage	
L

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
6
2328-6
02/15/24

Item

8230	SLOPE SOD	10,156	SY	3.19	32,397.64	I	0.00	0.00		I	0.00	0.00%	32,397.64	0.00	
8235	SOD TIE IN	10,092	SY	3.19	32,193.48	:	0.00	0.00	0.00	0.00%	32,193.48	0.00			
8295	RETAINING WALL	12,951	SF	32.44	420,130.44	1,880	61,000.00	3,300	107,052.00	5,180		168,052.00	40.00%	252,078.44	16,805.20	
8300	42' HANDRAIL	3,021	lF	45.16	136,428.36	0.00	0.00		
I	0.00	0.00%	136,428.36	0.00		
8310	DEWATERING		LS		221,765.00	133,059.00	22,176.00	155,235.00	70.00%	66,530.00	15,523.50				
Total for 14 SDevRough Grading	2,091,825.80	968,998.19	201,298.24	1, 170,296.43	55.95%	921,529.37	117,029.63
_I	BillGroup	0200	14 SDev Sewer	J

104	8" PVC G-6 SDR 26-MATERIAL	445	LF	20.22	8,997.90	445	8,997.90		0.00	445	8,997.90	100.00%	0.00	899.79	
105	8" PVC o-6 SOR 26-INSTALLED	445	LF	12.62	5,615.90	344	4,341.28	101	1,274.62	445 1	5,615.90	100.00%	0.00	561.59	
109	8" PVC 6-8 SOR 26-MATERIAL	1,232	LF	20.22	24,911.04	1,232	24,911.04		0.00	I
1,232	24,911.04	100.00%	0.00	2,491.10	
110	8" PVC 6-8 SOR 26-INSTALLED	1,232	LF	14.30	17,617.60	570	8,151.00	160 i	I
2,288.00	730	10,439.00	59.25%	7,178.60	1,043.90	
114	8" PVC 8-10 SOR26- MATERIAL	943	LF	20.22	19,067.46	943	19,067.46	0.00	943	19,067.46	100.00%	0.00	1,906.75		
115	8"PVC 8-10 SDR 26-	943	LF	17.87	16,851.41	1

6321	11,293.84		0.00	632	11,293.84	67.02%	5,557.57	1,129.38	
	INSTALLED					I			I						
119	8"PVC10-12 SOR 26-	1,422	LF	20.22	28,752.84	1,422	28,752.84		0.00	1,422 [	28,752.84	100.00%	0.00	2,875.28	
	MATERIAL									1					
120	8"PVC10-12 SOR 26 -	1,422	lF	21.45	30,501.90	331	7,099.95		0.00	331	7,099.95	23.28%	23,401.95	710.00	

124	INSTALLED
8"PVC12-14 SOR26- MATERIAL	
460	
LF	
20.22	
9,301.20	
460	
9,301.20	;
I	0.00	
460		
9,301.20	
100.00%	
0.00	
930.12	
125	8' PVC12-14 SOR 26-	460	LF	26.81	12,332.60	100!	2,681.00	0.00	100		2,681.00	21.74%	9,651.60	268.10	
	INSTALLED														
129	8"PVC14-16SDR26- MATERIAL	556	LF	20.22	11,242.32	556	11,242.32	0.00	556	
i	11,242.32	100.00%	0.00	1,124.23	

Contract:	2328. Trinity Gardens
Application#: Invoice: Date:
6
2328-6
02/15/24

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

130	a•PVC14-16 SDR 26- INSTALLED	556	LF	31.54	17,536.24	11	346.94	244		7,695.76	255	8,042.70	45.86%	9,493.54	804.27	
134	8"PVC16-18SDR26-	880	LF	20.22	17,793.60	880	17,793.60	0.00	880	17,793.60	100.00%	0.00	1,779.36			
	MATERIAL								I							
135	8' PVC16-18SDR26- INSTALLED	880	LF	38.30	33,704.00	0.00	400		15,320.00	400	15,320.00	45.45%	18,384.00	1,532.00		
144	10" PVC16-18SDR 26-	378	LF	30.81	11,646.18	378•	11,646.18		I	0.00	378	11,646.18	100.00%	0.00	1,164.62	
	MATERIAL					I										
145	10"PVC16-18SDR 26- INSTALLED	378	LF	38.30	14,477.40	0.00		I	0.00	0.00	0.00%	14,477.40	0.00			
154	10"PVC18-20SOR26- MATERIAL	22	LF	30.81	677.82	22	677.82	0.00	22	677.82	100.00%	0.00	67.78			
155	10" PVC18-20SOR26 -	22	LF	44.64	982.08	0.00	0.00	t	0.00	0.00%	982.08	0.00				
	INSTALLED							I								
444	MANHOLE	- MATERIAL	4	EA	5,034.30	20,137.20	4	20,137.20	0.00	4/	20,137.20	100.00%	0.00	2,013.72			
445	MANHOLE - INSTALLED	4	EA	536.16	2,144.64	3	1,608.48		
I	0.00	3	1,608.48	75.00%	536.16	160.85	
449	MANHOLE6-8- MATERIAL	6	EA	5,701.99	34,211.94	6!	34,211.94	0.00	6	34,211.94	100.00%	0.00	3,421.20			
450	MANHOLE6-8- INSTALLED	6	EA	670.20	4,021.20	2!	1,340.40	2		1,340.40	4	2,680.80	66.67%	1,340.40	268.08	
454	MANHOLE 8-10-MATERIAL	3	EA	6,643.16	19,929.48	3	79,929.48		!	0.00	3	19,929.48	100.00%	0.00	1,992.95	
455	MANHOLE8-10 - INSTALLED	3	EA	804.24	2,412.72	2	1,608.48		
i	0.00	2	1,608.48	66.67%	804.24	160.84	
459	MANHOLE10-12-MATERIAL	5	EA	7,195.28	35,976.40	5	35,976.40	0.00	I
5
I	35,976.40	100.00%	0.00	3,597.64			
460	MANHOLE 10-12-INSTALLED	5	EA	1,072.32	5,361.60	2	2,144.64	0.00	2	2,144.64	40.00%	3,216.96	214.46			
464	MANHOLE12-14- MATERIAL	2	EA	7,877.08	15,754.18	2.	15,754.16		
I	0.00	2	15,754.16	100.00%	0.00	1,575.42	
465	MANHOLE12-14- INSTALLED	2	EA	1,072.32	2,144.64	1	1,072.32	0.00	1	1,072.32	50.00%	1,072.32	107.23			
469	MANHOLE14-16• MATERIAL	2	EA	8,420.21	16,840.42	21
i	16,840.42	0.00	2	16,840.42	100.00%	0.00	1,684.04			

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
6
2328-6
02/15/24

Item

470	MANHOLE 14-16 - INSTALLED	2	EA	1,340.40	2,680.80	0.00	'i	0.00	0.00	0.00%	2,680.80	0.00				
474	MANHOLE 16-18-MATERIAL	6	EA	9,279.21	55,675.26	6	55,675.26	I
I	0.00	6		55,675.26	100.00%	0.00	5,567.53	
475	MANHOLE 16-18-INSTALLED	6	EA	1,340.40	8,042.40	0.00	0.00	0.00	0.00%	8,042.40	0.00					
484	MANHOLE 18-20- MATERIAL	1	EA	9,839.04	9,839.04	1	9,839.04	0.00	1		9,839.04	100.00%	0.00	983.90		
485	MANHOLE 18-20 - INSTALLED	1	EA	1,608.47	1,608.47	0.00	0.00	0.00	0.00%	1,608.47	0.00					
569	SINGLE LATERAL-MATERIAL	20	EA	595.26	11,905.20	20	11,005.20	0.00	I
20		11,005.20	100.00%	0.00	1,190.52		
570	SIr-.«3LE LATERAL- INSTALLED	20	EA	322.24	6,444.80	0.00	
I	0.00	0.00	0.00%	6,444.80	0.00				
574	DOUBLE LATERIAL - MATERIAL	71	EA	677.09	48,073.39	71I	48,073.39	0.00	71		48,073.39	100.00%	0.00	4,807.34		
575	DOUBLE LATERAL· INSTALLED	71	EA	322.24	22,879.04	i
I	0.00	0.00	0.00	0.00%	22,879.04	0.00				
619	8'PVC FORCEMAIN • MATERIAL	1,432	LF	32.37	46,353.84	1,432	46,353.84	I
I	0.00	1,432j		46,353.84	100.00%	0.00	4,635.38	
620	8"PVC FORCEMAIN • INSTALLED	1,432	LF	8.94	12,802.08	0.00	0.00		I	0.00	0.00%	12,802.08	0.00			
630	FORCEMAIN FITTINGS • MATERIAL		LS		27,584.45	27,584.45	0.00	27,584.45	100.00%	0.00	2,758.45					
634	8" GATE VALVE - MATERIAL	1	EA	2,177.66	2,177.66	11	2,177.66	0.00	1		2,177.66	100.00%	0.00	217.77		
635	8' GATE VALVE - INSTALLED	1	EA	426.95	426.95	0.00	0.00		
'	0.00	0.00%	426.95	0.00			
689	8" x 8" WET TAP • MATERIAL	1	EA	4,849.99	4,849.99	1	4,849.99	0.00	1:		4,849.99	100.00%	0.00	485.00		
690	8' x 8" WET TAP·INSTALLED	1	EA	1,847.54	1,847.54	
'	0.00	I
;	0.00	0.00	0.00%	1,847.54	0.00			
699	AIR RELEASE VALVE - MATERIAL	1	EA	4,299.35	4,299.35	1	4,299.35	I	0.00	1		4,299.35	100.00%	0.00	429.94	
700	AIR RELEASE VALVE· INSTALLED	1	EA	580.02	580.02	I
I	0.00	0.00	0.00	0.00%	580.02	0.00				
719	LIFT STATION- MATERIAL		LS		460,597.05	460,597.05	0.00	460,597.05	100.00%	0.00	46,059.71					

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
6
2328-6
02/15/24

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

720	LIFT STATION - INSTALLED		LS		307,954.67	0.00	0.00	
I		0.00	0.00%	307,954.67	0.00			
725	CLEAN SANITARY LINES	6,335	LF	1.88	11,ffi9.80	0.00		

I	0.00		I	0.00	0.00%	11,ffi9.80	0.00	
730	TEST SANITARY LINES	6,335	LF	1.64	10,389.40		
!	0.00		I	0.00	0.00	0.00"/4	10,389.40	0.00	
735	TEST FORCEMAIN LINES	1,432	LF	1.64	2,348.48	0.00	0.00	0.00	0.00%	2,348.48	0.00					
740	T.V. SANITARY LINES	6,335	LF	2.06	13,050.10		'	0.00	0.00	0.00	0.00%	13,050.10	0.00			
759	DROP CONNECTION -	2	EA	1,266.03	2,532.06	2		2,532.06	0.00	2		2,532.06	100.00%	0.00	253.21	
	MATERIAL										I					
760	DROP CONNECTION -	2	EA	815.25	1,630.50	0.00	0.00			0.00	0.00%	1,630.50	0.00			
	INSTALLED								'							
805	WELL POINTS	6,335	LF	16.56	104,844.25	0.00	634	
I	10,484.43	634		10,484.43	10.00%	94,359.82	1,048.44	
Totalfor 14SDev Sewer	1,624,270.48	990,815.58	38,403.21	1,029,218.79	63.36%	595,051.69	102,921.89

1544	18" RCP - MATERIAL	2,945	LF	50.14	147,662.30	2,945	147,662.30	0.00	2.945	147,662.30	100.00%	0.00	14,766.23			
1545	18' RCP-INSTALLED	2,946	LF	16.71	49,210.95	1,178	19,684.38	102		1,704.42	1,280 !	21,388.80	43.46%	27,822.15	2,138.88	
1579	24' RCP - MATERIAL	1,879	LF	77.20	145,058.80	1,879	145,058.80		'	0.00	I
1,879	145,056.80	100.00%	0.00	14,505.88	
1580	24"RCP - INSTALLEO	1,879	LF	17.61	33,089.19	563	9,914.43	262 I		4,613.82	825	14,528.25	43.91%	18,560.94	1,452.82	
1614	30" RCP - MATERIAL	737	LF	11a13	87,061.81	737	87,061.81	0.00	737	87,061.81	100.00%	0.00	8,706.18			
1615	30" RCP-INSTALLED	737	LF	20.49	15,101.13	0.00	0.00	0.00	0.00%	15,101.13	0.00					
1649	36" RCP • MATERIAL	2,906	LF	154.40	448,686.40	2,906i	448,686.40	0.00	2,906	448,666.40	100.00%	0.00	44,868.64			
1650	36' RCP - INSTALLED	2,906	LF	28.05	81,513.30	470	13,183.50	120		3,366.00	590	16,549.50	20.30%	64,963.80	1,654.95	
1684	42' RCP - MATERIAL	1,463	LF	210.37	307,771.31	1,463	307,771.31	0.00	1,463
l	307,771.31	100.00%	0.00	30,777.13			

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
6
2328-6
02/15/24

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

1685	42' RCP- INSTALLED	1,463	LF	36.50	53,399.50	0.00		i	0.00	0.00	0.00%	53,399.50	0.00			
2069	12' HDPE - MATERIAL	50	LF	21.69	1,084.50	50	1,084.50		I	0.00	50	1,084.50	100.00%	0.00	108.45	
2070	12' HDPE - INSTALLED	50	LF	13.40	670.00	
i	0.00		I	0.00	0.00	0.00%	670.00	0.00		
2504	STORM MANHOLE - MATERIAL	14	EA	4,137.20	57,920.80	141	57,920.80	0.00	14	57,920.80	100.00%	0.00	5,792.08			
2505	STORM MANHOLE - INSTALLED	14	EA	941.49	13,180.86	51	4,707.45	3		2,824.47	8	7,531.92	57.14%	5,648.94	753.20	
2689	J MANHOLE• MATERIAL	11	EA	8,535.71	93,892.81	11	93,892.81	0.00	11 I	93,892.81	100.00%	0.00	9,389.29			
2690	J MANHOLE - INSTALLED	11	EA	1,135.55	12,491.05	3	3,406.65	5		5,677.75	I
8	9,084.40	72.73%	3,406.65	908.45	
2749	12' MES - MATERIAL	1	EA	386.48	386.48	1	386.48		!	0.00	1	386.48	100.00%	0.00	38.65	
2750	12' MES·INSTALLED	1	EA	363.77	363.77	0.00		I	0.00	0.00	0.00%	363.77	0.00			
2754	18' MES - MATERIAL	2	EA	878.90	1,757.80	2	1,757.80		i
I	0.00	2	1,757.80	100.00%	0.00	175.78	
2755	18" MES - INSTALLED	2	EA	465.41	930.82	

i	0.00	0.00	0.00	0.00%	930.82	0.00				
2759	24' MES• MATERIAL	3	EA	1,138.90	3,416.70	3	3,416.70	0.00	3'	3,416.70	100.00%	0.00	341.67			
2760	24' MES - INSTALLED	3	EA	609.86	1,829.58	0.00	0.00	I
I	0.00	0.00%	1,829.58	0.00				
2764	30" MES - MATERIAL	3	EA	2,940.36	8,821.08	3	8,821.08	0.00	3	8,821.08	100.00%	0.00	882.11			
2765	30' MES• INSTALLED	3	EA	754.31	2,262.93	0.00	0.00	0.00	0.00%	2,262.93	0.00					
2769	36" MES - MATERIAL	1	EA	3,948.30	3,948.30	1	3,948.30	0.00	1	3,948.30	100.00%	0.00	394.83			
2770	36" MES - INSTALLED	1	EA	754.31	754.31	0.00	0.00	0.00	0.00%	754.31	0.00					
2774	42" MES - MATERIAL	1	EA	4,874.56	4,874.56	1	4,874.56	0.00	1	4,874.56	100.00%	0.00	487.46			
2775	42" MES - INSTALLED	1	EA	842.04	842.04	I	0.00		'I	0.00	I
I	0.00	0.00%	842.04	0.00	
2989	P-51t--1..ET- MATERIAL	20	EA	5,133.33	102,666.60	20	102,666.60	0.00	20	102,666.60	100.00%	0.00	10,266.67			
2990	P-51NI.ET - INSTALLED	20	EA	1,367.98	27,359.60	4	5,471.92	6		8,207.88	10	13,679.80	50.00%	13,679.80	1,367.98	

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
6
2328-6
02115/24

Item

3019	P-6Irt.ET·MATERIAL	20	EA	5,665.15	113,303.00	20	113,303.00		I	0.00	20		113,303.00	100.00%	0.00	11,330.30	
3020	P-6INL.ET - INSTALLED	20	EA	1,247.77	24,955.40	i
4'	4,991.08	3		3,743.31	7		8,734.39	35.00%	16,221.01	873.44	
3204	J-6INLET-MATERIAL	3	EA	10,477.86	31,433.58	31	31,433.58	0.00	3		31,433.58	100.00%	0.00	3,143.36			
3205	J-6INLET• INSTALLED	3	EA	1,553.32	4,659.96	11	1,553.32	0.00	l		1,553.32	33.33%	3,106.64	155.33			
3234	TYPE CINLET• MATERIAL	6	EA	3,367.12	20,202.72	6	20,202.72	0.00	6		20,202.72	100.00%	0.00	2,020.27			
3235	TYPE CINLET -INSTALLED	6	EA	894.49	5,366.94	0.00	0.00	0.00	0.00%	5,366.94	0.00						
3289	TYPE EINLET•MATERIAL	8	EA	4,245.08	33,960.64	8	33,960.64	0.00	8		33,960.64	100.00%	0.00	3,396.07			
3290	TYPE E INLET - INSTALLED	8	EA	711.61	5,692.88	0.00	0.00		
I	0.00	0.00%	5,692.88	0.00				
3349	TYPE HINLET- MATERIAL	2	EA	7,576.51	15,153.02	2'	15,153.02	0.00	2		15,153.02	100.00%	0.00	1,515.30			
3350	TYPE HINLET - INSTALLED	2	EA	711.61	1,423.22	0.00	0.00	0.00	0.00%	1,423.22	0.00						
3564	C CXlNTROL STRUCTURE - MATERIAL	l	EA	4,690.47	4,690.47	1	4,690.47		
I	0.00	1		4,690.47	100.00%	0.00	469.05	
3565	C CONTROL STRUCTURE - INSTALLED	l	EA	1,018.65	1,018.65	0.00		I
I
I	0.00		I

I	0.00	0.00%	1,018.65	0.00		
3567	RIP RAP - MATERIAL	6	SY	60.40	362.40	0.00		'
I	0.00		I	0.00	0.00%	362.40	0.00		
3568	RIP RAP- INSTALLED	6	SY	24.43	146.58	0.00	0.00	0.00	0.00%	146.58	0.00						
3855	CLEAN STORM	9,980	LF	2.88	28,742.40	I	0.00	0.00	0.00	0.00%	28,742.40	0.00					
3860	T.V. STORM	9,980	LF	1.88	18,762.40	I	0.00	0.00		'	0.00	0.00%	18,762.40	0.00			
3910	WELLPOINTS	4,078	LF	16.55	67,490.90	:	0.00		I	0.00	0.00	0.00%	67,490.90	0.00			
Total for 14SDev StormDrain	2,085,374.44	1,696,666.41	30,137.65	1,726,804.06	82.81%	358,570.38	172,680.45

BillGroup	0400	14 SDev Domestic Water

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
6
2328-6
02/15/24

Item

5514	4" PVC- MATERIAL	820	LF	10.50	8,610.00	820	8,610.00	0.00	820	8,610.00	100.00%	0.00	861.00			
5515	4" PVC- INSTALLED	820	LF	8.94	7,330.80	0.00	0.00	0.00	0.00%	7,330.80	0.00					
5519	6" PVC- MATERIAL	590	LF	19.61	11,569.90	590	11,569.90	0.00	590 I	11,569.90	100.00%	0.00	1,156.99			
5520	6" PVC·INSTALLED	590	LF	8.94	5,274.60	0.00	140		1,251.60	140 i
I	1,251.60	23.73%	4,023.00	125.16		
5524	8" PVC• MATERIAL	280	LF	34.17	9,567.60	280	9,567.60	0.00	280:	9,567.60	100.00%	0.00	956.76			
5525	8" PVC - INSTALLED	280	LF	8.94	2,503.20	'
I	0.00	240		2,145.60	240	2,145.60	85.71%	357.60	214.56	
5529	10" PVC - MATERIAL	740	LF	49.10	36,334.00	7401
I	36,334.00		I	0.00	740	36,334.00	100.00%	0.00	3,633.40	
5530	10" PVC-INSTALLED	740	LF	10.73	7,940.20	i	0.00	0.00	0.00	0.00%	7,940.20	0.00				
5534	12" PVC - MATERIAL	3,830	LF	67.29	257,720.70	3,830	257,720.70	0.00	3,830	257,720.70	100.00%	0.00	25,772.07			
5535	12' PVC-INSTALLED	3,830	LF	10.73	41,095.90	0.00	392		4,206.16	392	4,206.16	10.23%	36,889.74	420.62		
5614	WM SINGLE SERVICE- MATERIAL	24	EA	534.10	12,818.40	24	12,818.40	0.00	24,
I	12,818.40	100.00%	0.00	1,281.84			
5615	WM SINGLE SERVICE- INSTALLED	24	EA	268.08	6,433.92	0.00	4		1,072.32	I
41	1,072.32	16.67%	5,361.60	107.23		
5619	WM DOUBLE SERVICE - MATERIAL	44	EA	1,040.33	45,774.52	44	45,774.52	0.00	44 '	45,774.52	100.00%	0.00	4,577.45			
5620	WM DOUBLE SERVICE - INSTALLED	44	EA	268.08	11,795.52	0.00	11		2,948.88	11	2,948.88	25.00%	8,846.64	294.89		
5626	WATER FITTINGS• MATERIAL		LS		59,127.79	59,127.79		I	0.00	59,127.79	100.00%	0.00	5,912.78			
5634	4" GATE VALVE - MATERIAL	3	EA	1,214.34	3,643.02	3	3,643.02	0.00	3	3,643.02	100.00%	0.00	364.30			
5635	4" GATE VALVE - INSTALLED	3	EA	263.18	789.54	I	0.00	0.00	0.00	0.00%	789.54	0.00				
5644	6" GATE VALVE • MATERIAL	4	EA	1,642.76	6,571.04	4	6,571.04	0.00	4	6,571.04	100.00%	0.00	657.10			
5645	B" GATE VALVE - INSTALLED	4	EA	263.18	1,052.72	0.00		

i	0.00	
'i	0.00	0.00%	1,052.72	0.00		

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
6
2328-6
02/15/24

Item	Description
Contract Quantity	UOM
Unit Price
Contract Amount
Previous
Qty  Amount
Current Period Qty	Amount
Total
Qty	Amount
%
complete
Balance
To Finish	Retainage

5654	8" GATE VALVE • MATERIAL	2	EA	2,255.35	4,510.70	2	4,510.70	0.00	21	4,510.70	100.00%	0.00	451.07		
5655	8" GATE VALVE - INSTALLED	2	EA	307.04	614.08	

I	0.00	1 I	307.04	1	307.04	50.00%	307.04	30.70	
5659	10• GATE VALVE - MATERIAL	2	EA	3,198.44	6,396.88	I
21	6,396.88	0.00	2	6,396.88	100.00%	0.00	639.69		
5660	10" GATE VALVE - INSTALLED	2	EA	307.04	614.08	0.00	0.00	0.00	0.00%	614.08	0.00				
5664	12' GATE VALVE - MATERIAL	16	EA	3,707.23	59,315.68	16	59,315.68	0.00	16	59,315.68	100.00%	0.00	5,931.57		
5665	12" GATE VALVE - INSTALLED	16	EA	350.90	5,614.40	0.00	2	701.80	2i	701.80	12.50%	4,912.60	70.18		
5689	FIRE HYDRANT - MATERIAL	9	EA	6,897.58	62,078.22	9	62,078.22	I	0.00	I
9	62,078.22	100.00%	0.00	6,207.82	
5690	FIRE HYDRANT - INSTALLED	9	EA	1,184.29	10,658.61	0.00	1	1,184.29	1	1,184.29	11.11%	9,474.32	118.43		
5694	2" BLOW OFF•MATERIAL	6	EA	1,167.78	7,006.68	6	7,006.68	0.00	al	7,006.68	100.00%	0.00	700.67		
5695	2" BLOW OFF-INSTALLED	6	EA	307.04	1,842.24	0.00	I	0.00	0.00	0.00%	1,842.24	0.00			
5699	AlR RELEASE VALVE -	4	EA	3,607.59	14,430.36	4	14,430.36		0.00	41	14,430.36	100.00%	0.00	1,443.04	
	MATERIAL							i							
5700	AIR RELEASE VALVE-	4	EA	580.02	2,320.08	0.00	0.00		0.00	0.00%	2,320.08	0.00			
	INSTALLED							
I							
5760	TEST WATER LINES	6,260	LF	2.25	14,085.00	I
I	0.00	0.00	0.00	0.00%	14,085.00	0.00			
5775	SAMPLE POINTS - MATERIAL	7	EA	246.10	1,722.70	0.00	0.00	0.00	0.00%	1,722.70	0.00				
5776	SAMPLE POINTS - INSTALLED	7	EA	536.16	3,753.12	0.00	0.00	0.00	0.00%	3,753.12	0.00				
Total for 14SDevDomestic water	730,916.20	605,475.49	13,817.69	619,293.18	84.73%	111,623.02	61,929.32

BillGroup	0500	14 SDev Recycled Water
. -

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
6
2328-6
02/15/24

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

6089	RM SINGLE SERVICE - MATERIAL	18	EA	490.24	8,824.32	18	8,824.32	0.00	18	8,824.32	100.00%	0.00	882.43			
8090	RM SINGLE SERVICE - INSTALLED	18	EA	311.94	5,614.92	0.00	5		1,559.70	5	1,559.70	27.78%	4,055.22	155.97		
6092	RM DOUBLE SERVICE - MATERIAL	46	EA	996.47	45,837.62	46	45,837.62	0.00	46	45,837.62	100.00%	0.00	4,583.76			
6093	RM DOUBLE SERVICE - INSTALLED	46	EA	311.94	14,349.24	0.00	15		4,679.10	15	4,679.10	32.61%	9,670.14	467.91		
6094	1"IRRIGATION SERVICE - MATERIAL	1	EA	963.00	963.00	1	963.00		

;	0.00	1	963.00	100.00%	0.00	96.30	
6095	1"IRRIGATION SERVICE - INSTALLED	1	EA	268.10	268.10	0.00		!	0.00	0.00	0.00%	268.10	0.00			
6099	1.5'IRRIGATION SERVICE- MATERIAL	1	EA	998.31	998.31	1 I	998.31	0.00	1	998.31	100.00%	0.00	99.83			
6100	1.5'IRRIGATION SERVICE -	1	EA	311.94	311.94		0.00	0.00	0.00	0.00%	311.94	0.00				
	INSTALLED					I										
6116	RECLAIM FITTINGS - MATERIAL	1	EA	40,664.99	40,664.99	I
1'	40,664.99	0.00	1 '	40,664.99	100.00%	0.00	4,066.50			
6129	S' GATE VALVE - MATERIAL	29	EA	1,598.90	46,368.10	29	46,368.10	0.00	29 I
I	46,368.10	100.00%	0.00	4,636.81			
6130	6' GATE VALVE - INSTALLED	29	EA	307.04	8,904.16	0.00	5		1,535.20	5!
I	1,535.20	17.24%	7,368.96	153.52		
6164	2'' BLOW OFF - MATERIAL	9	EA	717.33	6,455.97	9	6,455.97		

I	0.00	I
9
I	6,455.97	100.00%	0.00	645.60	
6165	2' BLOW OFF - INSTALLED	9	EA	307.04	2,763.36	0.00	0.00	0.00	0.00%	2,763.36	0.00					
6204	6" X 6" WET TAP - MATERIAL	l	EA	3,808.99	3,808.99	1	3,808.99		I
;	0.00	1	3,808.99	100.00%	0.00	380.90	
6205	6" X 6" WET TAP- INSTALLED	1	EA	2,134.82	2,134.82	0.00		I	0.00	0.00	0.00%	2,134.82	0.00			
6209	AIR RELEASE VALVE- MATERIAL	4	EA	3,607.59	14,430.36	4	14,430.36	0.00	4	14,430.36	100.00%	0.00	1,443.04			
6210	AIR RELEASE VALVE -	4	EA	580.02	2,320.08	0.00	0.00		0.00	0.00%	2,320.08	0.00				
	INSTALLED							
I								

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
6
2328-6
02/15/24

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

6225	TEST RECLAIM LINES	6,179	LF	2.25	13,902.75	0.00	0.00	0.00	0.00%	13,902.75	0.00	
6240	TIE TOEXISTING	1	EA	1,780.40	1,780.40	0.00	0.00	0.00	0.00%	1.780.40	0.00	
Totalfor 14 SDev Recycled Water	397,111.88	289,521.85	15,820.00	305,341.85	76.89%	91,770.03	30,534.19

6630	TRAIL/LIMEROCK 6" - INSTALLED	311	SY	3.86	1,200.46	0.00	0.00		0.00	0.00%	1,200.46	0.00	
6634	LIMEROCK 8" - MATERIAL	19,245	SY	15.81	304,263.45	0.00	0.00		0.00	0.00%	304,263.45	0.00	
6635	LIMEROCK 8" - INSTALLED	19,245	SY	4.94	95,070.30	0.00	0.00	l	0.00	0.00%	95,070.30	0.00	
6689	STABILIZER 12" - MATERIAL	24,024	SY	5.14	123,483.36	0.00	0.00	'	0.00	0.00%	123,483.36	0.00	
6690	STABILIZER 12" - INSTALLED	24,024	SY	1.81	43,483.44	0.00	0.00		0.00	0.00%	43,483.44	0.00	

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
6
2328-6
02/15/24

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	complete	To Finish	Retainage	

6880	8' WI-EEL CHAIR RAMP	4	EA	1,885.11	7,540.44	0.00	0.00	!	0.00	0.00%	7,540.44	0.00		
6885	CONCRETE APRON	230	SF	20.31	4,671.30	i	0.00	0.00	l	0.00	0.00%	4,671.30	0.00	
6940	PAVERS	1,990	SF	12.81	25,491.90	0.00	
I	0.00	0.00	0.00%	25,491.90	0.00		
6945	SIGNS GPAVEMENT		LS		32,858.50	0.00	0.00	:	0.00	0.00%	32,858.50	0.00		
	MARKINGS							;						
Totalfor 14SDev Street Paving	1,486,527.00	0.00	0.00	0.00	0.00%	1,486,527.00	0.00

BillGroup	0700	14 SDev Dirt Import Export
.

Totalfor 14SDevDirt Import Export	247,089.75	92,645.55	0.00	92,645.55	37.49%	154,444.20	9,264.56
I BillGroup	0800	14 SDev Reigfiliorfioocll'ro1	I

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
6
2328-6
02/15/24

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

9509	30' RCP - MATERIAL	147	LF	116.47	17,121.09	147	17,121.09		

I	0.00	147		17,121.09	100.00%	0.00	1,712.11	
9510	30" RCP - INSTALLED	147	LF	35.74	5,253.78	0.00		I	0.00	0.00	0.00%	5,253.78	0.00				
9514	30' MES • MATERIAL	2	EA	2,940.36	5,880.72	0.00	0.00	0.00	0.00%	5,880.72	0.00						
9515	30" MES • INSTALLED	2	EA	754.31	1,508.62	0.00	0.00		I	0.00	0.00%	1,508.62	0.00				
9519	TYPE CINLET - MATERIAL	1	EA	3,380.11	3,380.11	0.00	1		3,380.11	1		3,380.11	100.00%	0.00	338.01		
9520	TYPE C INLET - INSTALLED	1	EA	718.71	718.71	0.00	0.00	0.00	0.00%	718.71	0.00						
9525	TIE IN TO EXISTING	l	EA	5,596.47	5,596.47	0.00	0.00	0.00	0.00%	5,596.47	0.00						
9530	CLEAN STORM	185	LF	2.88	532.80	I	0.00	0.00	0.00	0.00%	532.80	0.00					
9535	T.V. STORM	185	LF	1.88	347.80	I	0.00		I
I	0.00	0.00	0.00%	347.80	0.00			
9540	WELLPOINTS	185	LF	16.55	3,061.75	I	0.00	0.00	0.00	0.00%	3,061.75	0.00					
9604	12" PVC·MATERIAL	83	LF	80.18	6,654.94	83	6,654.94	0.00	83	!	6,654.94	100.00%	0.00	665.49			
9605	12" PVC-INSTALLED	83	LF	35.73	2,965.59	0.00	0.00		I
I	0.00	0.00%	2,965.59	0.00				
9610	DIRECTIONAL DRILL16"	60	EA	382.71	22,962.60	0.00	0.00	0.00	0.00%	22,962.60	0.00						
9614	2' JUMPER·MATERIAL	l	EA	1,745.55	1,745.55	1	1,745.55	0.00	l		1,745.55	100.00%	0.00	174.56			
9615	2' JUMPER - INSTALLED	l	EA	219.31	219.31	0.00		
i	0.00	0.00	0.00%	219.31	0.00				
9619	12" x 12" WET TAP·MATERIAL	2	EA	8,985.44	17,970.88	21
'	17,970.88	0.00	2		17,970.88	100.00%	0.00	1,797.09			
9620	12" x 12" WET TAP - INSTALLED	2	EA	2,146.07	4,292.14	0.00	0.00	0.00	0.00%	4,292.14	0.00						
9625	TEST WATER LINES	143	LF	2.25	321.75	0.00	0.00		I	0.00	0.00%	321.75	0.00				
9629	SAMPLE POINTS -MATERIAL	2	EA	246.10	492.20	0.00	0.00	0.00	0.00%	492.20	0.00						
9630	SAMPLE POINTS - INSTALLED	2	EA	536.16	1,072.32	I	0.00	0.00	0.00	0.00%	1,072.32	0.00					
9705	1.25" MILLEXISTING	2,845	SY	5.46	15,533.70	0.00	0.00	0.00	0.00%	15,533.70	0.00						

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
6
2328-6
02/15/24

Item	Description
Contract Quantity	UOM
Unit
Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
complete
Balance
To Finish	Retainage

9710	ASPHALT FC-9.51.25'	4,470	SY	16.96	75,811.20	0.00	0.00	0.00	0.00%	75,811.20	0.00			
9715	ASPHALT 2" S.P 12.5	1,630	SY	17.42	28,394.60	,	0.00	I	0.00	0.00	0.00%	28,394.60	0.00	
9719	UMEROCK16"(FULLDEPTH)- MATERIAL	1,630	SY	10.44	17,014.60	,	0.00	0.00	0.00	0.00%	17,014.60	0.00		
9720	LIMEROCK 16" (FULL DEPTH) - INSTALLED	1,630	SY	4.94	8,052.20	0.00	0.00	
l
I
I	0.00	0.00%	8,052.20	0.00		
9724	STABILIZER 12" - MATERIAL	750	SY	5.14	3,855.00	0.00	0.00	0.00	0.00%	3,855.00	0.00			
9725	STABILIZER 1211 INSTALLED
-	750	SY	1.81	1,357.50	
I	0.00	I
I	0.00	0.00	0.00%	1,357.50	0.00	
9730	REMOVE SREPLACE FENCE	193	LF	33.04	6,376.72	i	0.00	0.00	0.00	0.00%	6,376.72	0.00		
9735	5' SICEWALK 4"THICK	1,386	LF	35.75	49,549.50	0.00	0.00	0.00	0.00%	49,549.50	0.00			
9740	8' SICEWALK 4" THICK	13	LF	56.64	736.32	0.00	0.00	!	0.00	0.00%	736.32	0.00		
9745	5' WI-EEL CHAIR RAMP	2	EA	1,574.01	3,148.02	'	0.00	0.00	

l	0.00	0.00%	3,148.02	0.00	
9750	12 WHEEL CHAIR RAMP	2	EA	3,048.44	6,096.88	0.00	'
,	0.00	I
l	0.00	0.00%	6,096.88	0.00	
9755	SIGNS SPAVEMENT
MARKINGS		LS		21,062.50	I	0.00	0.00	

l	0.00	0.00%	21,062.50	0.00	
9760	R/W GRADING - OFFSITE	8,526	SY	0.81	6,906.06	0.00	0.00	0.00	0.00%	6,906.06	0.00			
9765	R/W SOD - OFFSITE	8,526	SY	3.19	27,197.94	0.00	0.00	0.00	0.00%	27,197.94	0.00			
9770	SIGNS &PAVEMENT MARKINGS		LS		20,947.50	0.00	
I
I	0.00	0.00	0.00%	20,947.50	0.00		
9775	MOT		LS		30,045.00	

I	0.00	0.00	0.00	0.00%	30,045.00	0.00		
Total for 14SDevNeighborhood Prop lmpr	428,504.59	46,455.70	3,380.11	49,835.81	1UJ%	378,668.78	4,983.58

BillGroup	0900	14 SDev Misc In-Tract Cost									
9905 SURVEY	LS	37,935.63	11,330.69	0.00	11,330.69	30.00%	26,554.94	1,138.08		

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
6
2328-6
02/15/24

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

9910	ASBUILTS		LS		13,547.50	0.00	0.00	
I I	0.00	0.00%	13,547.50	0.00	
9915	MOBILIZATION		LS		42,925.00	j
!	10,731.00	6,439.00	17,170.00	40.00%	25,755.00	1,717.00	
9920	GEOTECH TESTING		LS		61,800.00	9,270.00	
I
I	3,090.00	12,360.00	20.00%	49,440.00	1,236.00	
9925	LOT TESTING	110	EA	150.00	16,500.00	0.00	0.00	0.00	0.00%	16,500.00	0.00		
9930	ENVIRONMENTAL		LS		4,598.03	919.80	459.61	1,379.41	30.00%	3,218.62	137.94		
9935	S.W:P.P.P.		LS		3,750.00	375.00	375.00	I	750.00	20.00%	3,000.00	75.00	
Total for 14SDev Misc In-Tract Cost

Grand Totals

Contract:	2329. Oakview Subdivision
Application#: Invoice:
Date:
6
2329-6
02/15/24

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance		
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	
BillGroup	0100	14 SDev Rough Grading
i	-

APPLICATION AND CERTIFICATE FOR PAYMENT	Invoice#:	2328-3

To owner: Landsea Homes	Project	2328. Trinity Gardens 2420 S LakemontAvenue, Suite 450

Orlando, FL 32814
From Contractor:  Blue Ox Enterprises, LLC	Via Architect:
soo North way Sanford, FL 32773
Contract For:
Application No. :	3
Period To:	11/15/2023
Project Nos: Contract Date:
Distribution to: c::J Owner c:::J Architect c:=i Contractor
8 
CONTRACTOR'S APPLICATION FOR PAYMENT
Application is made for payment, as shown bel<l/N, 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.
Original Contract Sum ....................... .
Net Change By Change Order ........ ,.......... .
Contract Sum To Date ......................... .
4T.otal Completed and Stored To Date .............. . 5.Retainage:
a	10.00% of Completed Work
$9,272,676.30
$0.00
$9,272,676.30
$635,200.16

Date:

State of:Hc, -'\&CA...	9-..c.,--\-"--

ll/UJ/23

-	' \'\Cl\-e..

b.	0.00% of Stored Material
$63,520.01
$0.00

Subscribed nd. to befor	his Notary Publi .		_
My Commissi  exp es:
O"e-WI-'	6}..oo-3

ic State of Florida
Total Retainage ........................... .
$63,520.01
Frederick

ARCHITECT'S CERTIFICATE FOR PAYMENT
In accordance withthe Contract Documents, based onon-site observations and the data
comprising the above application, the Architect certifies to the Owner that to the bestof 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 payrnert of the AMOUNT CERTIFIED.

AMOUNTCERTIFIED  $ 276,428.78

(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 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.

Contract:	2328. Trinity Gardenis
Application#: Invoice:
Date:
3
2328-3
11/15/23

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Ctlmplete	To Finish	Retainage	
BillGroup	0100	jt14 SOev Rough Grading	11	11	-.j•
·i	_J[	 	JL	. J'	"'-		J
I
8005 INLET PROTECTION	58	EA	129.79	7,527.82
0.00
0.00
I	o.oo
l
0.00%
7,527,82
0.00
8010 TREE PROTECTION	14,190	LF	6.32	89,680.80
14,190	89,680.80
0.00
I
14,100l	89,680.00
100.00%
0,00
8,968.08
8020 SILTFENCE	9,740	LF	1.40	12,236.00
8,740I	12,236.00
0.00
8,740!I
12,236.00
100.00%
0,00
1,223.60
8025  DOUBLE SILT FENCE	6,867	LF	2.82	19,3£14.94
8035  CLEARING CHIP 6 HAUL	36  ACR	7,782.50	280,170.00
8050 STRIPPINGS	28,016	CY	1.67	46,786.72
6,8671 19,364.94
l
10I	14o,os5.oo
0.00

10 I
t
0.00
77,825.00
0.00
6,867	19,364.94
20I	211,010.00
I	o.oo
l
100.00%
77.78%
0.00%
0,00
62,260,00
46,786,72
1,936.49
21,791.00
0.00
8055 EXCAVATION	221,337	CY	2.03	449,374.11
0.00
20,658
t
41,935.74
1
20,658I
;
41,935.74
9.33%
407,378,37
4,193.57
8070 EMBANKMENT	115,401	CY	0.73	84,242.73
8071 PAD GRADING	110	EA	195.63	21,519.30
8085 POND GRADING	12,990	SY	0.68	8,833.20
8090 SWALE GRADING	1,250	SY	0.68	850.00
8110 TIE IN GRADING	10,218	SY	0.58	5,925.28
8115 R/W GRIIDING	11,520	SY	0.58	10,161.60
8135 SLOPE GRADING	10,156	SY	0.60	6,093.60
8180 POND SOD	12,990	SY	3.19	41,438.10
8185 SWALE SOD	1,250	SY	3.19	3,987.50
8190 R/WSOD	S,834	SY	3.19	18,610.46
8205 SEED 6 MULCH	19  ACR	1,125.00	21,375.00
8210  MULCH PATH	2,260	SY	48.13	108,773.80
8220 STRIP SOD	3,768	SY	3.19	12,019.92
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
20,658	15,080.34
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
20,658	15,080.34
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
17.90%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
69,762,39
21,519,30
8,833,20
850,00
5,925,28
10,161,60
6,093,60
41,438.,10
3,987,50
18,610,46
21,375,00
108,773,80
12,019,92
1,508.03
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00

Contract:	2328. Trinity GardeniS
Application#: Invoice:
Dllte:
3
2328-3
11/15/23

Item	Description
Contract Quantity	UOM
Unit Price
Contract Amount
Previous Qty	Amount
Current Period
Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

8230	SLOPE SOD	10,156	SY	3.19	32,397.64	!	0.00	I
I	0.00		I	0.00	0.00%	32,397,64	0.00	
8235	SOD TIE IN	10,092	SY	3.19	32,193.48	0.00	I	0.00	0.00	0.00%	32,193,48	0.00				
8295	RETAINING WALL	12,951	SF	32.44	420,1:10.44	1,880	61,000.00	I	0.00	1,880I		61,000.00	14.52%	359,130,44	6,100.00	
8300	42" HANDRAIL	3,021	LF	45.16	136,428.36	0.00	I
!	0.00		i
i	0.00	0.00%	136,428.,36	0.00		
8310	DEWATERING		LS		221,765.00	0.00	I	133,059.00		'	133,059.00	60.00%	88.706,00	13,305.90		
Total for 14SDev Rough Grading	2,091,825.80	322,366.74	267,900.08	590,266.82	,28.22%	1,501,558,98	59,026.67

Contract:	2328. Trinity Gardenis
Application#: Invoice:
Date:
3
2328-3
11/15/23

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	complete	To Finish	Retainage	

130	8' PVC14-16 SDR 26 - INSTAUED	556	LF	31.54	17,536.24	0.00	I
I	0.00	I
I	0.00	0.1)0%	17,536,24	0.00		
134	8"PVC16-18 SOR 26 - MATERIAL	880	LF	20.22	17,793.60	

I	0.00	I	0.00	I	0.00	0.00%	17,793,60	0.00	
135	8"PVC16-18 SOR 26 - INSTAUED	880	LF	38.30	33,704.00	I
'	0.00	I	0.00	0.00	0.00%	33,704,00	0.00		
144	10"PVC16-18 SOR 26-	378	LF	30.81	11,646.18	
I	0.00	1	0.00	0.00	0.00%	11,646,18	0.00		
	MATERIAL					
I									
145	10"PVC16-18 SOR 26- INSTALLED	378	LF	38.30	14,477.40	I	0.00	i I '	0.00	I
'	0.00	0.00%	14,477,40	0.00	
154	10'PVC18-20 SOR 26- MATERIAL	22	LF	30.81	677.82	I
'	0.00	
j	0.00	i
I
I	0.00	0.00%	677,82	0.00	
155	10' PVC18-20 SOR26- INSTAUED	22	LF	44.64	982.08	0.00	l	0.00	I
I	0.00	0.00%	982,08	0.00		
444	MANHOLE 0-6- MATERIAL	4	EA	5,034.30	20,137.20	I	0.00	0.00	0.00	0.00%	20,137,20	0.00			
445	MANHOLE 0-6- INSTALLED	4	EA	536.16	2,144.64	0.00	I	0.00	0.00	0.00%	2,144,64	0.00			
449	MANHOLE 6-8- MATERIAL	6	EA	5,701.99	34,211.94	i	0.00	I
I'	0.00	i
I	0.00	0.00%	34,211,94	0.00	
450	MANHOLE 6-8 - INSTALLED	6	EA	670.20	4,021.20	0.00	j	0.00	0.00	0.00%	4,021,20	0.00			
454	MANHOLE 8-10- MATERIAL	3	EA	6,843.16	19,929.48	i
I	0.00	
I	0.00	0.00	0.00%	19,929.48	0.00		
455	MANHOLE 8-10-INSTALLED	3	EA	804.24	2,412.72	'	0.00	
I	0.00	
I	0.00	0.00%	2,412,72	0.00	
459	MANHOLE10-12-MATERIAL	5	EA	7,195.28	35,976.40	I	0.00	i	0.00	i	0.00	0.00%	35,976,40	0.00	
460	MANHOLE 10-12- INSTALLED	5	EA	1,072.32	5,361.60	0.00	0.00	I	0.00	0.00%	5,361,60	0.00			
464	MANHOLE12-14- MATERIAL	2	EA	7,877.08	15,754.16	I
!	0.00	!	0.00	0.00	0.00%	15,754,16	0.00		
465	MANHOLE 12-14-INSTALLED	2	EA	1,072.32	2,144.64	0.00	i
I	0.00	I	0.00	0.00%	2,144,64	0.00		
469	MANHOLE 14-16- MATERIAL	2	EA	8,420.21	16,840.42	I	0.00	;	0.00		0.00	0.00%	16,840,42	0.00	
										I					

Contract:	2328. Trinity GardeniS
Application#: Invoice:
Date:
3
2328-3
11/15/23

Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

470	MANHOLE 14--16- INSTALLED	2	EA	1,340.40	2,6!10.80	:	0.00	0.00	I
I
I
474  MANHOLE 16-18-MATERIAL	6	EA	9,279.21	55,675.26	!
0.00	:	0.00
475  MANHOLE 16-18- INSTALLED	6	EA	1,340.40	8,042.40	0.00	!	0.00
484  MANHOLE 18-20 - MATERIAL	1	EA	9,839.04	9,839.04	I	0.00	0.00
l	'
485	MANHOLE 18-20- INSTALLED	1	EA	1,608.47	1,608.47	!	0.00	t	0.00	I
1
569	SINGLELATERAL-MATERIAL	20	EA	595.26	11,005.20	!	0.00	:	0.00
570	SINGLE LATERAL-INSTALLED	20	EA	322.24	6,444.80	!	0.00	1	0.00	'	0.00	0.00%	6,444,80	0.00
I	I
574	DOUBLE LATERIAL- MATERIAL	71	EA	677.09	48,073.39	0.00	°
1
0.00
0.00	0.00%	48,073,39	0.00
1

I
I
I	0.00	!	0.00

0.00	0.00%	2,177,66	0.00

699	AIR RELEASE VALVE -	1	EA	4,299.35	4,299.35	)
0.00	i'
I	I
700	AIRRELEASE VALVE -	1	EA	580.02	580.02	[	0.00
INSTALLED	I	:
719 LIFT STATION - MATERIAL	LS	460,597.05	I	0.00	I

Contract:	2328. Trinity Gardenis
Application#: Invoice:
Date:
3
2328-3
11/15/23

Item	Description
Contract Quantity	UOM
Unit Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
complete
Balance
To Finish	Retainage

720	LIFT STATION - INSTALLED		LS		307,954.67	I		0.00	0.00		i
I	0.00	0.00%	307,954,67	0.00		
725	CLEAN SANITARY LINES	6,335	LF	1.88	11,009.80		I	0.00	I
I	0.00		!	0.00	0.00%	11,009,80	0.00	
730	TEST SANITARY LINES	6,335	LF	1.64	10,389.40		
I	0.00	I	0.00		;	0.00	0.00%	10,389,40	0.00	
735	TEST FORCEMAIN LINES	1,432	LF	1.64	2,348.48		i	0.00	I
'	0.00	I		0.00	0.00%	2,348,48	0.00	
740	T.V. SANITARY LINES	6,335	LF	2.06	13,050.10		I	0.00	i	0.00		I	0.00	0.00%	13,050,10	0.00	
759	DROP CONNECTION • MATERIAL	2	EA	1,266.03	2,532.06		
I	0.00	I
I
i	0.00		I
I	0.00	0.00%	2,532,06	0.00	
760	DROP CONNECTION -	2	EA	815.25	1,630.50		i	0.00	0.00		I
I
!	0.00	0.00%	1,630.50	0.00		
	INSTALLED																
805	WELLPOINTS	6,335	LF	18.55	104,844.25		I
i	0.00	0.00		I	0.00	0.00%	104,844,25	0.00		
Totalfor 14 SDev Sewer	1,624,270.48	0.00	0.00	0.00	0.00%	1,624,270,48	0.00
L BillGr up	0300	Ii 4 SDev Storm Dra;nII	IL	
r
'I	'I

Contract:	2328. Trinity Gardenrs
Application#: Invoice: Date:
3
2328-3
11/15/23

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	complete	To Finish	Retainage	

1685	42" RCP-INSTALLED	1,463	LF	36.50	53,399.50	0.00	
I	0.00	

I	0.00	0.00%	53,399,50	0.00		
2069	12" HOPE - MATERIAL	50	LF	21.69	1,084.50	I	0.00	I
i	0.00	I
'	0.00	0.00%	1,084,50	0.00	
2070	12' HOPE - INSTALLED	50	LF	13.40	670.00	I	0.00	

I	0.00	0.00	0.00%	670,00	0.00		
2504	STORM MANHOLE - MATERIAL	14	EA	4,137.20	57,920.80	0.00	0.00	0.00	0.00%	57,920,80	0.00				
2505	STORM MANHOLE - INSTALLED	14	EA	941.49	13,180.86	0.00	I
I	0.00	I	0.00	0.00%	13,180,86	0.00		
2689	J MANHOLE - MATERIAL	11	EA	8,535.71	93,892.81	I	0.00	0.00	I
I	0.00	0.00%	93,892,81	0.00		
2690	J MANHOLE - INSTALLED	11	EA	1,135.55	12,491.05	
'	0.00	0.00	
I	0.00	0.00%	12,491,05	0.00		
2749	12' MES- MATERIAL	1	EA	386.48	306.48	I	0.00	I	0.00	I I	0.00	0.00%	386,48	0.00	
2750	12' MES - INSTALLED	1	EA	363.77	363.77	I
I	0.00	0.00	
I	0.00	0.00%	363.77	0.00		
2754	18" MES - MATERIAL	2	EA	878.90	1,757.80	0.00	!	0.00	
I	0.00	0.00%	1,757,80	0.00		
2755	18' MES - INSTALLED	2	EA	465.41	930.82	0.00	I
I	0.00	I	0.00	0.00%	930,82	0.00		
2759	24" MES - MATERIAL	3	EA	1,138.90	3,416.70	I	0.00	i	0.00	I
l	0.00	0.00%	3,416,70	0.00	
2760	24" MES • INSTALLED	3	EA	609.86	1,829.58	0.00	0.00	I	0.00	0.00%	1,829,58	0.00			
2764	30" MES • MATERIAL	3	EA	2,940.36	8,821.08	,	0.00	l	0.00	I	0.00	0.00%	8,821,08	0.00	
2765	30' MES • INSTALLED	3	EA	754.31	2,262.93	
I	0.00	0.00	0.00	0.00%	2,262,93	0.00			
2769	36" MES • MATERIAL	1	EA	3,948.30	3,948.30	I
!	0.00	I
I	0.00	
I	0.00	0.00%	3,948,30	0.00	
2770	36" MES • INSTALLED	1	EA	754.31	754.31	0.00	
'I	0.00	i	0.00	0.00%	764,31	0.00		
2774	42' MES • MATERIAL	1	EA	4,874.56	4,874.56	0.00	l	0.00	0.00	0.00%	4,874,56	0.00			
2775	42" MES • INSTALLED	1	EA	842.04	842.04	I
I	0.00	i
I	0.00	0.00	0.00%	842.04	0.00		
2989	P-511'1.ET • MATERIAL	20	EA	5,133.33	102,666.60	i	0.00	
I	0.00	I
I	0.00	0.00%	102,666..60	0.00	
2990	P-51NLET - INSTALLED	20	EA	1,367.98	27,359.60	!	0.00	I	0.00	
I	0.00	0.00%	27,359,60	0.00	

Contract:	2328. Trinity Gardeo(S
Application#: Invoice:
Date:
3
2328-3
11/15/23

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balanca			
Item	Description	Quantity	UOM	Priai	Amount	Qty  Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

3019	P-6INLET - MATERIAL	20	EA	5,665.15	113,303.00	'
I	0.00	0.00	I
!	0.00	0.00%	113,303,00	0.00		
3020	P-6INLET - INSTALLED	20	EA	1,247.77	24,955.40		0.00	0.00	I
I	0.00	0.00%	24,955,40	0.00		
3204	J-6EI T -MATERIAL	3	EA	10,477.86	31,433.58		0.00	I	0.00	0.00	0.00%	31,433,58	0.00		
3205	J-6 I T -INSTAllED	3	EA	1,553.32	4,659.96	!
I
I	0.00	
I	0.00	I	0.00	0.00%	4,659,96	0.00	
3234	TYPE CINLET - MATERIAL	6	EA	3,367.12	20,202.72	0.00	I
I
I	0.00	I
I	0.00	0.00%	20,202,72	0.00		
3235	TYPE CINLET - INSTALLED	6	EA	894.-49	5,366.94	0.00	I'
i	0.00	I
i	0.00	0.00%	5,366,94	0.00		
3289	TYPE E INLET - MATERIAL	8	EA	4,245.08	33,960.64	:	0.00	i	0.00	I	0.00	0.00%	33,960,64	0.00	
3290	TYPE E INLET - INSTALLED	8	EA	711.61	5,692.88	0.00	I
(	0.00	I	0.00	0.00%	5,692,88	0.00			
3349	TYPE HINLET - MATERIAL	2	EA	7,576.51	15,153.02	I
I	0.00	!	0.00	I
i	0.00	0.00%	15,153,02	0.00	
3350	TYPE HINLET - INSTALLED	2	EA	711.61	1,423.22	0.00	!	0.00	!	0.00	0.00%	1,423,22	0.00		
3564	C CONTROL STRUCTURE •	1	EA	4,690.47	4,690.47		0.00	!	0.00	I	0.00	0.00%	4,690,47	0.00	
	MATERIAL					;		I							
3565	C CONTROL STRUCTURE -	1	EA	1,018.65	1,018.65		0.00	0.00	i	0.00	0.00%	1,018.65	0.00		
	INSTALLED								I						
3567	RIP Ro.P - MATERIAL	6	SY	60.40	362.40		

I	0.00	0.00	I	0.00	0.00%	362,40	0.00	
3568	RIP Ro.P - INSTALLED	6	SY	24.43	146.58	I
'	0.00	0.00	I	0.00	0.00%	146,58	0.00		
3855	CLEAN STORM	9,980	LF	2.88	28,742.40	0.00	0.00	I
I	0.00	0.00%	28,742,40	0.00			
3860	T.V. STORM	9,980	LF	1.88	18,762.40	0.00	0.00	I
I	0.00	0.00%	18,762,40	0.00			
3910	WELLPOINTS	4,078	LF	16.55	67,490.90	0.00	0.00	I
I
i	0.00	0.00%	67,490,90	0.00			
Total for 14 SDev Storm Drain	2,085,374.44	0.00	0.00	0.00	0.00%	2,085,374,44	0.00
emGroup	0400	14 SDev Domestic Wa1 er

Contract:	2328. Trinity Garderirs
Application#: Invoice:
Date:
3
2328-3
11/15/23

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

5514	4' PVC- MATERIAL	820	LF	10.60	B,610.00		0.00	:		0.00	i	0.00	0.00%	8,610,00	I	0.00	
5515	4' PVC- INSTALLED	820	LF	8.94	7,330.80	I	0.00	!	0.00	I	0.00	0.00%	7,330,80	I	0.00	
5519	6" PVC- MATERIAL	590	lF	19.61	11,569.90		0.00	I	0.00		0.00	0.00%	11,569,90	I	0.00	
5520	6' PVC - INSTALLED	590	LF	8.94	5,274.60		0.00		0.00	j	0.00	0.00%	6,274,60	I	0.00	
5524	8" PVC- MATERIAL	280	LF	34.17	9,567.60	/	0.00		0.00		0.00	0.00%	9,667,60	I	0.00	
5525	8' PVC - INSTALLED	280	LF	8.94	2,503.20	

I	0.00	:	0.00		0.00	0.00%	2,503,20	I	0.00	
l	0.00	0.00%	36,334,00 I	0.00
5530	10"PVC-INSTALLED	740	LF	10.73	7,940.20	1	0.00	0.00	0.00	0.00%	7,940,20	I	0.00					
5534	12' PVC-MATERIAL	3,830	LF	67.29	257,720.70	'	0.00	Ii	0.00	I	0.00	0.00%	257,720,70	I	0.00	
5535	12" PVC-INSTALLED	3,830	LF	10.73	41,095.90	I	0.00	!	0.00	I	0.00	0.00%	41,095,90	I	0.00	
5614	WM SIOOLE SERVICE- MATERIAL	24	EA	534.10	12,818.40		0.00	I	0.00	I	0.00	0.00%	12,818,40	I	0.00	
0.00 I	0.00%I	6,433,92 I	0.00
I
0.00 I	0.00%I	45,774,52 I	0.00

5620	MATERIAL
WM OOUBLE SERVICE- INSTALLED	
44	
EA	
268.08	
11,795.52	
I	
0.00	

I	
0.00	I		I	
0.00 I	
0.00%I	
11,795,52	
I	
0.00	
5626	WATER FITTINGS -MATERIAL		LS		59,127.79		0.00		0.00			,	0.00	0.00%	59,127,79	I	0.00	
5634	4" GATEVALVE - MATERIAL	3	EA	1,214.34	3,643.02	j	0.00	1	0.00				0.00	0.00%	3,643,02	I	0.00	
5635	4' GATE VALVE - INSTALLED	3	EA	263.18	789.54		0.00	I	0.00	,			0.00	0.00%	789,54	I	0.00	

0.00%

Contract:	2328. Trinity Garden(s
Application#: Invoice:
Date:
3
2328-3
11/15/23

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balanc11			
Item	Description	Quantity	UOM	Pri	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

5654	8" GATE VALVE - MATERIAL	2	EA	2,255.35	4,510.70	I	0.00	0.00	0.00	0.00%	4,510,70	0.00			
5655	8" GATE VALVE - INSTALLED	2	EA	307.04	614.08	I	0.00	0.00	0.00	0.00%	614,08	0.00			
5659	10' GATE VALVE - MATERIAL	2	EA	3,198.44	6,396.88	i
I	0.00	0.00	t
I	0.00	0.00%	6,396.,88	0.00		
5660	10" GATE VALVE- INSTALLED	2	EA	307.04	614.08	I
i	0.00	0.00	I	0.00	0.00%	614,08	0.00		
5664	12" GATE VALVE - MATERIAL	16	EA	3,707.23	59,315.68	I
:	0.00	0.00	I	0.00	0.00%	59,315,6B	0.00		
5665	12' GATE VALVE - INSTALLED	16	EA	350.90	5,614.40	't	0.00	I
I	0.00	I
i	0.00	0.00%	5,614,40	0.00	
5689	FIRE HYDRANT - MATERIAL	9	EA	6,897.58	62,078.22	:	0.00	'I	0.00	0.00	0.00%	62,078,22	0.00		
5690	FIRE HYDRANT - INSTALLED	9	EA	1,184.29	10,658.61	0.00	0.00	I	0.00	0.00%	10,658,61	0.00			
5694	2' BLOW OFF - MATERIAL	6	EA	1,167.78	7,006.68	!	0.00		0.00	I
!	0.00	0.00%	7,006,68	0.00	
5695	2' BLOW OFF - INSTALLED	6	EA	307.04	1,842.24	I
I	0.00		0.00	I
I	0.00	0.00%	1,842,24	0.00	
5699	AlR RELEASE VALVE - MATERIAL	4	EA	3,607.59	14,430.36	I
I	0.00	I I
I
i	0.00	i
I
!	0.00	0.00%	14,430,36	0.00	
5700	AIR RELEASE VALVE - INSTALLED	4	EA	580.02	2,320.08	I	0.00	!
I
t	0.00	0.00	0.00%	2,320,08	0.00		
5760	TEST WATER LINES	8,260	LF	2.25	14,085.00	0.00	'	0.00	0.00	0.00%	14,085,00	0.00			
5775	SAMPLE POINTS- MATERIAL	7	EA	246.10	1,722.70	0.00	0.00	0.00	0.00%	1,722,70	0.00				
5776	SAMPLE POINTS - INSTALLED	7	EA	536.16	3,753.12	I
I	0.00	
I	0.00	0.00	0.00%	3,753,12	0.00		
Totalfor 14 SDev Domestic Water	730,916.20	0.00	0.00	0.00	0.00%	730,916,20	0.00

6019	6' PVC - MATERIAL	G,179	LF	19.61	121,170.19	i	0.00
t	0.00	0.00	0.00%	121,170,19	0.00			
6020	6" PVC - INSTALLED	6,179	LF	8.94	55,240.26	0.00	I	0.00	!
I	0.00	0.00%	55,24D.,26	0.00	

Contract:	2328. Trinity Garden1s
Application #:
Invoice: Date:
3
2328-3
11/15/23

Item	Description
Contract Quantity	UOM
Unit Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

6089	RM SINGLE SERVICE • MATERIAL	18	EA	490.24	8,824.32	I
i	0.00	I

I	0.00		I I	0.00	0.00%	8,824,32	0.00		
6090	RM SINGLE SERVICE· INSTALLED	18	EA	311.94	5,614.92	I
I
I	0.00		
i
!
I	0.00		I
I	0.00	0.00%	5,614,92	0.00	
6092	RM DOUBLE SERVICE - MATERIAL	46	EA	996.47	45,8:17.62	I	0.00		0.00		I
I
I	0.00	0.00%	45,837,62	0.00		
6093	RM DOUBLE SERVICE • INSTALLED	46	EA	311.94	14,349.24	I
I
I	0.00		
'	0.00		I
I
I
I	0.00	0.00%	14,349,24	0.00	
6094	1•1RRIGATION SERVICE • MATERIAL	1	EA	963.00	963.00	I
I
I	0.00		!	0.00		I
I	0.00	0.00%	963,00	0.00	
6095	1"IRRIGATION SERVICE• INSTALLED	1	EA	268.10	268.10	I
I
I	0.00		;	0.00	0.00	0.00%	268,10	0.00			
6099	1.5"IRRIGATIONSERVICE· MATERIAL	1	EA	998.31	998.31	0.00		

j	0.00		I
!	0.00	0.00%	998,31	0.00		
6100	1.5"IRRIGATION SERVICE - INSTALLED	1	EA	311.94	311.94	0.00	0.00		I
I	0.00	0.00%	311,94	0.00				
6116	RECLAIM FITTINGS • MATERIAL	1	EA	40,664.99	40,664.99	0.00	0.00	!		0.00	0.00%	40,664,99	0.00				
6129	6" GATE VALVE • MATERIAL	29	EA	1.598.90	46,368.10	0.00		I	0.00		I
I
I	0.00	0.00%	46,368,10	0.00		
6130	6' GATE VALVE - INSTALLED	29	EA	307.04	8,904.16	0.00		I
I	0.00		I	0.00	0.00%	8,904,16	0.00		
6164	2" BLOW OFF • MATERIAL	9	EA	717.33	6,455.97	0.00		I
I	0.00		0.00	0.00%	6,455,97	0.00			
6165	2' BLOW OFF - INSTALLED	9	EA	307.04	2,763.36	0.00		!
I	0.00		0.00	0.00%	2,763,36	0.00			
6204	6" X 6" WET TAP- MATERIAL	1	EA	3,808.99	3,808.99	

I	0.00		0.00		0.00	0.00%	3,808,99	0.00			
6205	6' X • WET TAP• INSTALLED	1	EA	2,134.82	2,134.82	I
I
I	0.00		0.00		I
I	0.00	0.00%	2,134,82	0.00		
6209	AIR RELEASE VALVE·
MATERIAL	4	EA	3,607.59	14,430.36	I
I
I	0.00	0.00		;	0.00	0.00%	14,430.36	0.00			
6210	AIR RELEASE VALVE • INSTALLED	4	EA	580.02	2,320.08	I I I
I	0.00	0.00	0.00	0.00%	2,320.08	0.00					

Contract:	2328. Trinity Gardenrs
Application#: Invoice:
D te:
3
2328-3
11/15/23

Item	Description
Contract Quantity	UOM
Unit
Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

6225	TEST RECLAIM LINES	6,179	LF	2.25	13,902.75	0.00	:
i
I
i	0.00
0.00	I
I	0.00	0.00%	13,902,75	0.00	
6240	TIE TOEXISTING	1	EA	1,780.40	1,7110.40	0.00				0.00	0.00%	1,780,40	0.00	
Totalfor 14 SDev Recycled Water	397,rll.88	0.00	0.00	0.00	0.00%	397,111,88	0.00

Contract:	2328. Trinity Garde11rs
Application#: Invoice:
Date:
3
2328-3
11/15/23

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

6880	8' WHEEL CHAIR RAMP	4	EA	1,885.11	7,540.44	0.00	0.00	I
I
I'	0.00	0.00%	7,540,44	0.00			
6885	CONCRETE APRON	230	SF	20.31	4,671.30	I
I	0.00	0.00	i	0.00	0.00%	4,671,30	0.00		
6940	PAVERS	1,990	SF	12.81	25,491.90		0.00	0.00	I	0.00	0.00%	25.491,90	0.00		
6945	SIGNS fi PAVEMENT MARKINGS		LS		32,858.50		0.00	I
I	0.00	

I	0.00	0.00%	32,858,50	0.00	
Total for 14 SDevStreetPaving	1,486,527.00	0.00	0.00	0.00	0.00%	1,486,527,00	0.00

8705	SILT FENCE	4,440	LF	1.40	6,216.00	

I
I
I
'
I
I

I
I	0.00
0.00
0.00
0.00
0.00

0.00
0.00	4,440

4	

I

!
I
I
!
I
i
'
I	6,216.00
0.00
31,130.00
0.00
0.00

0.00
0.00
0.00
0.00	4,440I

41
i
I
!

I
I

I

I I
I I	6,216.00
0.00
31,130.00
0.00
0.00

0.00
0.00
0.00
0.00	100.00%	0,00	621.60	
8710	TREE PROTECTION	4,440	LF	6.32	28,060.80								0.00%	28,060,80	0.00	
8715	CLEARING CHIP fi HAUL	8	ACR	7,782.50	58,368.75								53.33%	27,238,75	3,113.00	
8720	STRIPPINGS	5,676	CY	1.67	9,478.92								0.00%	9,478,92	0.00	
8724	STABILIZED ACCESS -	2,300	SY	5.02	11,546.00								0.00%	11,546,00	0.00	
	MATERIAL															
8725	STABILIZED ACCESS	2,300	SY	1.81	4,163.00								0.00%	4,163,00	0.00	
8730	STOCKPILE FROM PHI	109,936	CY	0.73	77,333.28								0.00%	77,333,28	0.00	
8735	SLOPE GRADING	13,700	SY	0.60	8,220.00		0.00						0.00%	8,220,00	0.00	
8740	SLOPE SOD	13,700	SY	3.19	43,703.00		0.00						0.00%	43,703,00	0.00	
Total for 14SDevDirt Import Export	247,089.75	0.00	37,346.00	37,346.00	15.11%	209,743,75	3,734.60

Contract:	2328. Trinity GardeniS
Application#: Invoice:
Date:
3
2328-3
11/15/23

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balanc11			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

9509	30" RCP - MATERIAL	147	LF	116.47	17,121.09	0.00	i	0.00		I	0.00	0.00%	17,121,09	0.00		
9510	30" RCP - INSTALLEO	147	LF	35.74	5,253.78	i	0.00	I	0.00		1	0.00	0.00%	5,253,78	0.00	
9514	30' MES - MATERIAL	2	EA	2,940.36	5,880.72	i
I	0.00	I
l	0.00	I		0.00	0.00%	5,880.,72	0.00	
9515	30" MES - INSTALLED	2	EA	754.31	1,5(18.62	0.00	I
I	0.00	I		0.00	0.00%	1,508,62	0.00		
9519	TYPE CINLET - MATERIAL	1	EA	3,380.11	3,380.11	'	0.00	I
I	0.00		l
!	0.00	0.00%	3,380.11	0.00	
9520	TYPE CINLET- INSTALLED	1	EA	718.71	718.71	0.00	I
I	0.00	0.00	0.00%	718,71	0.00				
9525	TIE IN TO EXISTING	1	EA	5,596.47	5,596.47	0.00	I
I	0.00		'	0.00	0.00%	5,596,47	0.00		
9530	CLEAN STORM	185	LF	2.88	532.80	0.00	!	0.00		I
I	0.00	0.00%	532,80	0.00		
9535	T.V. STORM	185	LF	1.88	347.80		0.00	I
I	0.00		'
!	0.00	0.00%	347,80	0.00	
9540	WELL POINTS	185	LF	16.55	3,061.75		0.00	''	0.00		I	0.00	0.00%	3,061,75	0.00	
9604	12" PVC- MATERIAL	83	LF	80.18	6,654.94		0.00	0.00		I	0.00	0.00%	6,654,94	0.00		
9605	12" PVC - INSTALLED	83	LF	35.73	2,965.59		0.00	0.00		I	0.00	0.00%	2,965,59	0.00		
9610	DIIECTIONAL DRILL 16'	60	EA	382.71	22,962.60	0.00	0.00		I
I	0.00	0.00%	22,962,60	0.00			
9614	2' JUMPER - MATERIAL	1	EA	1,745.55	1,745.55	0.00	0.00		I	0.00	0.00%	1,745,55	0.00			
9615	2' JUMPER - INSTALLED	1	EA	219.31	219.31	0.00	I
!	0.00	0.00	0.00%	219,31	0.00				
9619	12" x 12" WET TAP - MATERIAL	2	EA	8,985.44	17,970.88	0.00	!
I
'	0.00	0.00	0.00%	17,970,88	0.00				
96.20	12' x 12' WET TAP - INSTALLED	2	EA	2,146.07	4,292.14	0.00	I
:	0.00		I I	0.00	0.00%	4,292,14	0.00		
9625	TEST WATER LINES	143	LF	2.25	321.75	0.00	
!	0.00		I	0.00	0.00%	321,75	0.00		
9629	SAMPLE POINTS -MATERIAL	2	EA	246.10	492.20	I
j	0.00	I
I
I	0.00		0.00	0.00%	492,20	0.00		
9630	SAMPLE POINTS- INSTALLED	2	EA	536.16	1,072.32	0.00	I	0.00		0.00	0.00%	1,072,32	0.00			
9705	1.25" MILL EXISTING	2,845	SY	5.46	15,533.70	0.00	I'
I	0.00		0.00	0.00%	15,533,70	0.00			

Contract:	2328. Trinity Garden1s
Application#: Invoice:
Date:
3
2328-3
11/15/23

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty  Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

9710	ASPHALT FC-8.5 1.25"	4,470	SY	16.96	75,811.20	0.00	

I	0.00		I
I	0.00	0.00%	75,811,20	0.00			
9715	ASPHALT 2' S.P 12.5	1,630	SY	17.42	28,394.60	0.00	0.00		I
I	0.00	0.00%	28,394,60	0.00				
9719	LIMEROCK 16'(FULLDEPTH) - MATERIAL	1,630	SY	10.44	17,014.60	0.00	I
I	0.00		I
I
I	0.00	0.00%	17,014,60	0.00			
9720	LIMEROCK 16" (FULL DEPTH) - INSTALLED	1,630	SY	4.94	8,052.20		I
I	0.00	!
'	0.00		I
I	0.00	0.00%	8,052,20	0.00	
9724	STABILIZER 12' - MATERIAL	750	SY	5.14	3,855.00	I		0.00	I
I	0.00	0.00	0.00%	3,855,00	0.00			
9725	STABILIZER 12" - INSTALLED	750	SY	1.81	1,357.50		I
i	0.00	0.00		0.00	0.00%	1,357,50	0.00			
9730	REMOVE &REPLACE FENCE	193	LF	33.04	6,376.72		I	0.00	I	0.00		0.00	0.00%	6,376,72	0.00		
9735	5' SIDEWALK 4" THICK	1,386	LF	35.75	49,549.50		I
I
I	0.00	I
!
I	0.00		i	0.00	0.00%	49,549,50	0.00	
9740	8' SIIEWALK 4" THICK	13	LF	56.64	736.32	0.00	I	0.00		I
!	0.00	0.00%	736,32	0.00			
9745	5' WI-EEL CHAIR RAMP	2	EA	1,574.01	3,148.02		I	0.00	i	0.00	0.00	0.00%	3,148,02	0.00			
9750	12 WHEEL CHAIR RAMP	2	EA	3,048.44	6,096.88		I	0.00	I
'	0.00		I	0.00	0.00%	6,096,88	0.00	
9755	SIGNS &PAVEMENT
MARKINGS		LS		21,062.50		0.00	0.00	I		0.00	0.00%	21,062,50	0.00			
9760	R/W GRADING - OFFSITE	8,526	SY	0.81	6,906.06		0.00	0.00		i
I	0.00	0.00%	6,906,06	0.00			
9765	RIW SOD - OFFSITE	8,526	SY	3.19	27,197.94		I
!	0.00	!	0.00		I	0.00	0.00%	27,197,94	0.00	
9770	SIGNS 6 PAVEMENT MARKINGS		LS		20,947.50	0.00	!
I
I	0.00		I	0.00	0.00%	20,947,50	0.00			
9775	MOT		LS		30,045.00	0.00	:
I	0.00		I	0.00	0.00%	30,045,00	0.00			
Totalfor 14 SDevNeighborhoodProp·lmpr	428,504.59	0.00	0.00	0.00	0.00%	428,504,59	0.00

Contract:	2328. Trinity Garderiis
Application#: Invoice:
Date:
3
2328-3
11/15/23

Item	Description
Contract Quantity	UOM
Unit Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

'

Totalfor 14SDev Misc In-Tract Cost	181,056.16	5,690.34	1,897.00	7,587.34
4.19%	173,468.82	758.74

Grand Totals	9,272,676.30	328,057.08	307,143.08	635,200.16

6.85%	8,637,476,14
==
63,520.01

APPLICATION AND CERTIFICATE FOR PAYMENT	Invoice#:  2328-11

To Owner: Landsea Homes	Project	2328. Trinity Gardens
2420 S Lakemont Avenue, Suite 450

Orlando, FL 32814
From Contractor:  Blue Ox Enterprises, LLC	Via Architect
500 North Way
Sanford, FL 32773
Contract For:
Application No. :	11
Period To:	07/15/2024
Project Nos: Contract Date:
Distribution to:
c:J	Owner
CJ	Architect i::=:J Contractor CJ
c::=i

CONTRACTOR'S APPLICATION FOR PAYMENT
Application is made for payment, as shov.n below, in connection with the Contract. Continuation Sheet is attached.
The undersigned Contractor certifies that to the best ofthe 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 iss ntsreceived from the Owner, and that current payment shown
ein is now due.
Ie Ox Enterprises, LLC

	-+---Date:	c)

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

$826,007.76
$0.00
Stat Subs Notary
MyComm
County of:	"'-CS\
{dayof	,._, \y	'2 0 'Lt.(

ublic State of Florida
Total Retainage .......................... .

6. Total Earned Less Retainage ....... ,.......... .
$826,007.76
$7,434,068.81

ARCHITECT'S CERTIFICATE FOR PAYMENT
,rick
iiimmt MY SiOfflOJ55SIO0 HH 400888
-	••• - -  - 127
In accordance withthe Contract Documents, based on on-site obseri/a aTa comprising the above application, the Architect certifies to the ONner that to the best of the Architect's knowledge, information, andbelief, the Work haspregressed 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  $ 616,326.53

(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 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.

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
11
2328-11
07/15/24

BiHGroup

0100	14SDev R,	1h Grad'
..	--	-	-

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
11
2328-11
07/15/24

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

8230	SLOPE SOD	10,156	SY	3.19	32,397.64		I	0.00	i	0.00		I	0.00	0.00%	32,397.64	0.00	
8235	SOD TIE IN	10,092	SY	3.19	32,193.48	0.00	0.00		I
!	0.00	0.00%	32,193.48	0.00				
8295	RETAINING WALL	12,951	SF	32.44	420,130.44	11,655	378,101.00	648 I	21,022.92	12,303	1	399,123.92	95.00%	21,006.52	39,912.39		
8300	42" HANDRAIL	3,021	LF	45.16	136,428.36	0.00	
i	0.00	0.00	0.00%	136,428.36	0.00					
8310	OEWATERING		LS		221,765.00	l 221,10s.oo
i	i
I
I	0.00		

I	221,765.00	100.00%	0.00	22,176.50			
Total for 14SDevRough Grading	2,091,825.80	1,616,014.70	37,419.34	1,653,434.04	79.04%	438,391.76	165,343.38

110	9• PVC 6-8 SOR 26- INSTALLED	1,232	LF	14.30	17,617.60	1,2321	17,617.60	I	0.00	1,232 i	17,617.60	100.00%	0.00	1,761.76				
114	8" PVC 8-10 SDR 26- MATERIAL	943	LF	20.22	19,067.46	943'	19,067.46	0.00	943	19,067.46	100.00%	0.00	1,906.75				
115	B" PVC 8-10 SOR 26 - INSTALLED	943	LF	17.87	16,851.41	943	16,851.41			0.00	943 i	16,851.41	100.00%	0.00	1,685.14	
119	8' PVC10-12SDR26-MATERIAL	1,422	LF	20.22	28,752.84	1,422'	28,752.84			0.00	1,422 i'	28,752.84	100.00%	0.00	2,875.28	
120	8" PVC10-12 SOR 26-INSTALLED	1,422	LF	21.45	30,501.90	5441	11,667.06	878		18,834.84	1,422	30,501.90	100.00%	0.00	3,050.19	
124	8" PVC12-14 SOR 26-MATERIAL	460	LF	20.22	9,301.20	460'	9,301.20		I	0.00	460 I
I	9,301.20	100.00%	0.00	930.12	
125	8" PVC12-14 SOR 26-INSTALLED	460	LF	26.81	12,332.60	237	6,359.79	223	!
5,972.81	460 I	12,332.60	100.00%	0.00	1,233.26									
129	8' PVC14-16SDR 26- MATERIAL	556	LF	20.22	11,242.32	5561  11,242.32		0.00	556	11,242.32	100.00%	0.00	1,124.23									

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
11
2328-11
07/15/24

Item

I I

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
11
2328-11
07/15/24

Item	Description
Contract	Unit Quantity UOM Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

I I I

Contract:	2328. Trinity Gardens
Application #: Invoice: Date:
11
2328-11
07/15/24

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM Price	Amount	Qty  Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

760	DROP CONNECTION - INSTALlED	2	EA	815.25	1,630.50	2	1,630.50	0.00	2	1,630.50	100.00%	0.00	163.05			
805	WELLPOINTS	6,335	LF	16.55	104,844.25	5,560i	92,009.73	776	

I	12,834.52	6,335	104,844.25	100.00%	0.00	10,484.43	
Total for 14SDev Sewer	1,624,270.48	1,470,216.22	123,257.59	1,593,473.81	98.10%	30,796.67	159,347.39
BillGroup	0300	14 SDev Storm Drain

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
11
2328-11
07/15/24

Item
2749	12' MES - MATERIAL	EA	386.48	386.48
2750	12" MES - INSTALLED	EA	363.77	363.77
2754	18" MES• MATERIAL	2	EA	878.90	1,757.80
2755	18" MES - INSTALLED	2	EA	465.41	930.82

386.48
363.77
2	1,757.80
2	930.82

0.00
0.00
0.00
0.00

1 i	386.48 I
363.77 I
2! 1,151.so I
2	930.82 I

100.00%
100.00%
100.00%
100.00%

0.00
0.00
0.00
0.00

38.65
36.38
175.78
93.08
2759	24" MES - MATERIAL	3	EA	1,138.90	3,416.70
31	3,416.70
l
0.00
al	3.416.70 I 100.00%
0.00
341.67
2760	24" MES - INSTALLED	3	EA	609.86	1,829.58
3I	1,829.58
0.00
3T	1,829.58 I 100.00%
0.00
182.96
2764	30' MES - MATERIAL	3	EA	2,940.36	8,821.08
2765	30" MES - INSTALLED	3	EA	754.31	2,262.93
2769	36" MES - MATERIAL	EA	3,948.30	3,948.30
2770	36" MES - INSTALLED	EA	754.31	754.31
2774	42" MES•MATERIAL	EA	4,874.56	4,874.56
2775	42" MES - INSTALLED	EA	842.04	842.04
2989	P-51NLET - MATERIAL	20	EA	5,133.33	102,666.60
3	8,821.08
3!	2,262.93
1	3,948.30
l I	754.31
1:	4,874.56
842.04
201 102,666.60
0.00
0.00
0.00
0.00
0.00
0.00
0.00
s,021.oa I 100.00%
3!	2,2s2.93 I 100.00%
,	l	3,948.30 I 100.00%
,l	754_31 I 100.00%
4,874.56 I 100.00%
1 :	842.04 I 100.00%
20	102,s6s.so I 100.00%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
882.11
226.29
394.83
75.43
487.46
84.20
10,266.67
_J   	_
2990	P-5HliT -INSTALLED	20	EA	1,367.98	27,359.60
3019	P-61NLET - MATERIAL	20	EA	5,665.15	113,303.00
201 27,359.60
20  113,303.00
0.00
0.00
20 1	27,359.60 I 100.00%
l
20 !	113,aoa.oo I 100.00%
0.00
0.00
2,735.96
11,330.30
3020	P-61NLET ·INSTALLED	20	EA	1,247.77	24,955.40

I
20I
24,955.40
0.00
20	24,955.40 I 100.00%
0.00
2,495.54
3204	J-6INLET• MATERIAL	3	EA	10,477.86	31,433.58
3	31,433.58
0.00
3j	31,433.58 I 100.00%
0.00
3,143.36
3205	J-6 ll'li:T-INSTALLED	3	EA	1,553.32	4,659.96
l3	4,659.96
6i
0.00
0.00
3,	4,659.96 I 100.00%
20,202.12 I 100.00%
0.00
0.00
465.99
2,020.27
3234	TYPE CINLET•MATERIAL	6	EA	3,367.12	20,202.72
3235	TYPE CINLET - INSTALLED	6	EA	894.49	5,366.94
i	20,202.72
6	5,366.94

0.00
6I
l	s,366.94 I 100.00%

0.00

536.69
3289	TYPE EINLET - MATERIAL	8	EA	4,245.08	33,960.64
8!	33,960.64
0.00
I
I
8	33,960.64 I 100.00%
0.00
3,396.07

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
11
2328-11
07/15/24

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty  Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

3290	TYPE E INLET - INSTALLED	8	EA	711.61	5,692.88	6	4,269.66	2	1,423.22	8	5,692.88	100.00%	0.00	569.29				
3349	TYPE HINLET - MATERIAL	2	EA	7,576.51	15,153.02	2	15,153.02	0.00	2	15,153.02	100.00%	0.00	1,515.30					
3350	TYPE HINLET - INSTALLED	2	EA	711.61	1,423.22	1I
I	711.61	1	I
I	711.61	2		1,423.22	100.00%	0.00	142.32		
3564	C CONTROL STRUCTURE - MATERIAL	1	EA	4,690.47	4,690.47	1	J	4,690.47		!
I	0.00	1	I	4,690.47	100.00%	0.00	469.05	
3565	C CONTROL STRUCTURE •	1	EA	1,018.65	1,018.65	1		1,018.65		I

I	0.00	1		1,018.65	100.00%	0.00	101.87	
	INSTALLED									!								
3567	RIP RAP- MATERJAL	6	SY	60.40	362.40	

I	I	0.00	I
(	0.00
I		I	0.00	0.00%	362.40	0.00			
3568	RIP RAP- INSTALLED	6	SY	24.43	146.58	0.00	0.00		!
I	0.00	0.00%	146.58	0.00					
3855	CLEAN STORM	9,980	LF	2.88	28,742.40	9,766		28,126.08	214		616.32	9,980		28,742.40	100.00%	0.00	2,874.24	
3860	T.V. STORM	9,980	LF	1.88	18,762.40	9,766		18,360.08	214		402.32	0.900	
I	18,762.40	100.00%	0.00	1,876.24	
3910	WELL POINTS	4,078	LF	16.55	67,490.90	4,078		67,490.90	0.00	4,078	I	67,490.90	100.00%	0.00	6,749.09			
Total for 14SDev StormDrain	2,085,374.44	2,013,063.42	71,802.04	2,084,865.46	99.98%	508.98	208,486.61
I  BillGroup
0400	14 s0ev Domes,tic Water	J

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
11
2328-11
07/15/24

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

5530	10' PVC-INSTALLED	740	LF	10.73	7,940.20	740	7,940.20	I
I	0.00	740 i	7,940.20	100.00%	0.00	794.03	
5534	12" PVC-MATERIAL	3,830	LF	67.29	257,720.70	3,830I 251,120.10
I	!	0.00	3,830	257,720.70	100.00%	0.00	25,772.07		
5535	12" PVC-INSTALLED	3,830	LF	10.73	41,095.90	3,830Ii	41,095.90	i	0.00	3,830	41,095.90	100.00%	0.00	4,109.60	
5614	WM SINGLE SERVICE -MATERIAL	24	EA	534.10	12,818.40	24	12,818.40	0.00	24 I	12,818.40	100.00%	0.00	1,281.84		
5615	WM SINGLE SERVICE - INSTALLED	24	EA	268.08	6,433.92	241	6,433.92	I
I	0.00	24
I	6,433.92	100.00%	0.00	643.39	
5619	WM OOUBLE SERVICE - MATERIAL	44	EA	1,040.33	45,774.52	44	45,774.52	0.00	44I	45,774.52	100.00%	0.00	4,577.45		
5620	WM OOUBLE SERVICE - INSTALLED	44	EA	268.08	11,795.52	441
I	11,795.52	!
!	0.00	44
I	11,795.52	100.00%	0.00	1,179.55	
5626	WATER FITTINGS - MATERIAL		LS		59,127.79	I	59,127.79	i
;	0.00	59,127.79	100.00%	0.00	5,912.78		
5634	4• GATE VALVE • MATERIAL	3	EA	1,214.34	3,643.02	3i'
I	3,643.02	0.00	3	3,643.02	100.00%	0.00	364.30		
5635	4" GATE VALVE - INSTALLED	3	EA	263.18	789.54	3	789.54	I	0.00	31	789.54	100.00%	0.00	78.95	
5644	6" GATE VALVE - MATERIAL	4	EA	1,642.76	6,571.04	4!
I	6,571.04	0.00	41
I	6,571.04	100.00%	0.00	657.10		
5645	6" GATE VALVE - INSTALLED	4	EA	263.18	1,052.72	41	1,052.72	I	0.00	4l	1,052.72	100.00%	0.00	105.27	
5654	8' GATE VALVE • MATERIAL	2	EA	2,255.35	4,510.70	2	4,510.70	! I	0.00	2 .
I	4,510.70	100.00%	0.00	451.07	
5655	B' GATE VALVE - INSTALLED	2	EA	307.04	614.08	21	614.08	0.00	2!	614.08	100.00%	0.00	61.40		
5659	10' GATE VALVE - MATERIAL	2	EA	3,198.44	6,396.88	I
2I'	6,396.88	0.00	2	6,396.88	100.00%	0.00	639.69		
5660	10' GATE VALVE - INSTALLED	2	EA	307.04	614.08	2	614.08	0.00	2	614.08	100.00%	0.00	61.41		
5664	12' GATE VALVE -MATERIAL	16	EA	3,707.23	59,315.68	16	59,315.68	0.00	16 I
I	59,315.68	100.00%	0.00	5,931.57		
5665	12' GATE VALVE - INSTALLED	16	EA	350.90	5,614.40	161	5,614.40	0.00	16:	5,614.40	100.00%	0.00	561.44		
5689	FIRE HYDRANT - MATERIAL	9	EA	6,897.58	62,078.22	9!	62,078.22	I
I	0.00	9	62,078.22	100.00%	0.00	6,207.82	
5690	FIRE HYDRANT - INSTALLED	9	EA	1,184.29	10,658.61	9	10,658.61	I
I	0.00	9 !	10,658.61	100.00%	0.00	1,065.86	

Contract:	2328. Trinity Gardens
Application#: Invoice: Date:
11
2328-11
07/15/24

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

5694	2' BLOW OFF - MATERIAL	6	EA	1,167.78	7,006.68	6	7,006.68		I	0.00	01	7,006.68	100.00%	0.00	700.67	
5695	2' BLOW OFF - INSTALLED	6	EA	307.04	1.842.24	3	921.12	2		644.78	5	1,565.90	85.00%	276.34	156.59	
5699	AIR ftLEASE VALVE • MATERIAL	4	EA	3,607.59	14,430.36	4,	14,430.36		I	0.00	4	14,430.36	100.00%	0.00	1,443.04	
5700	AIR RELEASE VALVE - INSTALLED	4	EA	580.02	2,320.08	4i	2,320.08	0.00	4i	2,320.08	100.00%	0.00	232.01			
5760	TEST WATER LINES	6,260	LF	2.25	14,085.00	6,260	14,085.00		I	0.00	6,260I '	14,085.00	100.00%	0.00	1,408.50	
5775	SAMPLE POINTS - MATERIAL	1	EA	246.10	1,722.70	11	1,722.70		I
i	0.00	71	1,722.70	100.00%	0.00	172.27	
5776	SAMPLE POINTS - INSTALLED	7	EA	536.16	3,753.12	i I	0.00	0.00	I	0.00	0.00%	3,753.12	0.00			
Total for 14SDevDomestic water	730,916.20	726,241.96	644.78	726,886.74	99.45%	4,029.46	72,688.68

I BillGroup	0500	:iJ:Soev Recyclecl Water	I

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
11
2328-11
07/15/24

Item

6100	1.5" IRRIGi\TION SERVICE - INSTALLED	1	EA	311.94	311.94	1J
!	311.94	i	0.00	1 •	311.94	100.00%	0.00	31.19	
6116	RECLAIM FITTINGS - MATERIAL	1	EA	40,664.99	40,684.99	I
1 I	40,684.99	!	0.00	1 I	40,664.99	100.00%	0.00	4,066.50	
6129	6" GATE VALVE - MATERIAL	29	EA	1,598.90	46,368.10	29	46,368.10	
I	0.00	29	46,368.10	100.00%	0.00	4,636.81	
6130	6" GATE VALVE - INSTALLED	29	EA	307.04	8,904.16	29'	8,904.16	I	0.00	29 I	8,904.16	100.00%	0.00	890.41	
6164	2" BLOW OFF- MATERIAL	9	EA	717.33	6,455.97	I
9	6,455.97	I	0.00	9	6,455.97	100.00%	0.00	645.60	
6165	2" BLOW OFF - INSTALLED	9	EA	307.04	2,763.36	91	2,763.36	I	0.00	91	2,763.36
I	100.00%	0.00	276.34	
6204	6" X 6" WET TAP - MATERIAL	1	EA	3,808.99	3,808.99	11	3,808.99	0.00	1	3,808.99	100.00%	0.00	380.90		
6205	6' X 6' WET TAP - INSTALLED	1	EA	2,134.82	2,134.82	1 I	2,134.82	I
I	0.00	1 !	2,134.82	100.00%	0.00	213.48	
6209	AIRRELEASE VALVE- MATERIAL	4	EA	3,607.59	14,430.36	4	14,430.36	0.00	4\	14,430.36	100.00%	0.00	1,443.04		
6210	AIRRELEASE VALVE - INSTALLED	4	EA	580.02	2,320.08	4	2,320.08	I
I
I	0.00	4	2,320.08	100.00%	0.00	232.01	
6225	TEST RECLAIM LINES	6,179	LF	2.25	13,902.75	6,1791	13,902.75	0.00	6,110 I	13,902.75	100.00%	0.00	1,390.28		
6240	TIE TO EXISTING	1	EA	1,780.40	1,780.40	I
1	1,780.40	I	0.00	1 I	1,780.40
I	100.00%	0.00	178.04	
Totalfor 14SDev Recycled Water	397,111.88	397,111.88	0.00	397,111.88	100.00%	0.00	39,n1.19
]

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
11
2328-11
07/15/24

Item

6689	STABILIZER 12"• MATERIAL	24,024	SY	5.14	123,483.36	24,024i	123,483.36	i	0.00	24,024
'	123,483.36	100.00%	0.00	12,348.34	
6690	STABILIZER 12" - INSTALLED	24,024	SY	1.81	43,483.44	24,024	43,483.44	I	0.00	24,0241	43,483.44	100.00%	0.00	4,348.34	
6700	TYPE FCURB SPILLOUT	1,660	LF	23.76	39,441.60	1,660'i	39,441.60	I
I	0.00	1,660I	39,441.60	100.00%	0.00	3,944.16	
6720	MIAMI CLRB	11,390	LF	20.82	237,139.80	11,296i	235,182.72	94 !	1,957.08	,1.390 I	237,139.80	100.00%	0.00	23,713.98	
6730	12"RIBBONCURB	50	LF	23.23	1,161.50	50,	1,161.50	0.00	I
50 '	1,161.50	100.00%	0.00	116.15		
6790	5' SICEWALK 4' THICK	3,276	LF	35.72	117,018.72	0.00	:	0.00	
l	0.00	0.00%	117,018.72	0.00		
6795	5' SIll:WALK 6" THICK	21	LF	47.11	989.31	0.00	0.00	I	0.00	0.00%	989.31	0.00			
6815	8' SIIEWALK 4" THICK	685	LF	56.64	38,798.40	I
I	0.00	i	0.00	0.00	0.00%	38,798.40	0.00		
6870	5' WI-EELCHAIR RAMP	18	EA	1,574.01	28,332.18	I
I	0.00	I	0.00	0.00	0.00%	28,332.18	0.00		
6880	8' WI-EEL CHAIR RAMP	4	EA	1,885.11	7,540.44	
'	0.00	!	0.00	0.00	0.00%	7,540.44	0.00		
6885	CONCRETE APRON	230	SF	20.31	4,671.30	0.00	
I	0.00	I
I	0.00	0.00%	4,671.30	0.00		
6940	PAVERS	1,990	SF	12.81	25,491.90	0.00	398 I	5,098.38	I
398'	5,098.38	20.00%	20,393.52	509.84		
6945	SIGNS 6 PAVEMENT MARKINGS		LS		32,858.50	I
I	0.00	I
I	0.00	I	0.00	0.00%	32,858.50	0.00	
Total for 14SDev Street Paving	1,486,527.00	845,m.83	384,834.81	1,230,609.64	82.78%	255,917.36	123,060.98
BillGroup	0700	14 SDev Dirt Import Export	]

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
11
2328-11
07115/24

Item	Description
Contract	Unit
Quantity UOM Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
ToFinish	Retainage

8725	STABILIZED ACCESS	2,300	SY	1.81	4,163.00	2,3001	4,163.00		
I	0.00	2,300	4,163.00	100.00%	0.00	416.30	
8730	STOCKPILE FROM PHI	105,936	CY	0.73	77,333.28	105,93 I
61	77,333.28	0.00	105,936!	77,333.28	100.00%	0.00	7,733.33			
8735	SLOPE GRADING	13,700	SY	0.60	8,220.00	0.00	13,700		8,220.00	13,700II	8,220.00	100.00%	0.00	822.00		
8740	SLOPE SOD	13,700	SY	3.19	43,703.00	I	0.00		I
I	0.00	
I	0.00	0.00%	43,703.00	0.00	
Total for 14SDevDirtImport Export	247,089.75	195,166.75	8,220.00	203,386.75	82.31%	43,703.00	20,338.68

I  BillGroup	0800	4 SDev NeigfioorfiooclProa	J

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
11
2328-11
07/15/24

Item	Description
Contract	Unit
Quantity UOM Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

9610	DIRECTIONAL DRILL 16"	60	EA	382.71	22,962.60	60	22,962.60	0.00	60 I	22,962.60	100.00%	0.00	2,296.26		
9614	2' JUMPER - MATERIAL	1	EA	1,745.55	1,745.55	1I	1,745.55	I	0.00	1	1,745.55	100.00%	0.00	174.56	
9615	2' JUMPER - INSTALLED	1	EA	219.31	219.31	1 I
I	219.31	I
'	0.00	1 i	219.31	100.00%	0.00	21.93	
9619	12" x12" WETTAP- MATERIAL	2	EA	8,985.44	17,970.88	2	17,970.88	0.00	21	17,970.88	100.00%	0.00	1,797.09		
9620	12" x 12" WET TAP - INSTALLED	2	EA	2,146.07	4,292.14	21	4,292.14	;
I	0.00	21	4,292.14	100.00%	0.00	429.21	
9625	TEST WATER LINES	143	LF	2.25	321.75	1431	321.75	0.00	I
143 i	321.75	100.00%	0.00	32.18		
9629	SAMPLE POINTS -MATERIAL	2	EA	246.10	492.20	
I	0.00	I
I	0.00	

I	0.00	0.00%	492.20	0.00	
9630	SAMPLE POINTS - INSTAllED	2	EA	536.16	1,072.32	I	0.00	:	0.00	
I	0.00	0.00%	1,072.32	0.00	
9705	1.25" MILLEXISTING	2,645	SY	5.46	15,533.70	i	0.00	0.00	0.00	0.00%	15,533.70	0.00			
9710	ASPHALT FC-9.5 1.25"	4,470	SY	16.96	75,811.20	0.00	!	0.00	I
!	0.00	0.00%	75,811.20	0.00		
9715	ASPHALT 2" S.P12.5	1,630	SY	17.42	28,394.60	I
1,6301	28,394.60	:	0.00	1,630 i	28,394.60	100.00%	0.00	2,839.46	
9719	LIMEROCK 16"(FULL DEPTH)- MATERIAL	1,630	SY	10.44	17,014.60	1,630	17,014.59	I
!
I	0.00	1,630
i	17,014.59	100.00%	0.01	1,701.46	
9720	LIMEROCK 16" (FULLDEPTH) - INSTAllED	1,630	SY	4.94	8,052.20	1,6301	8,052.20	0.00	1,s30 I	8,052.20	100.00%	0.00	805.22		
9724	STABILIZER 12" - MATERIAL	750	SY	5.14	3,855.00	750'	3,855.00	
I	0.00	1so \	3,855.00	100.00%	0.00	385.50	
9725	STABILIZER 12' - INSTALLED	750	SY	1.81	1,357.50	750'	1,357.50	0.00	I
750	1,357.50	100.00%	0.00	135.75		
9730	REMOVE 6 REPLACE FENCE	193	LF	33.04	6,376.72	193!	6,376.72	I	0.00	193	6,376.72	100.00%	0.00	637.67	
9735	5' SICEWALK 4' THICK	1,386	LF	35.75	49,549.50	'	0.00	I
1,386 i	49,549.50	1,386	49,549.50	100.00%	0.00	4,954.95	
9740	8' SICEWALK4"THICK	13	LF	56.64	736.32	I	0.00	
'	0.00	0.00	0.00%	736.32	0.00		
9745	5' WHEEL CHAIR RAMP	2	EA	1,574.01	3,148.02	I
1	0.00	2 I	3,148.02	21	3,148.02	100.00%	0.00	314.80	
9750	12WHEEL CHAIR RAMP	2	EA	3,048.44	6,096.88	I	0.00	0.00	'I	0.00	0.00%	6,096.88	0.00		

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
11
2328-11
07/15/24

Item	Description
Contract	Unit Quantity UOM Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

9755	SIGNS SPAVEMENT MARKINGS		LS		21,062.50	I
!	0.00	i
i	0.00	0.00	0.00%	21,062.50	0.00			
9760	R/W GRADING - OFFSITE	8,526	SY	0.81	6,906.06	7,673'	6,215.13	I	0.00	7,673	
I	6,215.13	90.00%	690.93	621.51	
9765	R/W SOD - OFFSITE	8,526	SY	3.19	27,197.94	i
'	0.00	I
:
'	0.00		'	0.00	0.00%	27,197.94	0.00	
9770	SIGNS 6 PAVEMENT MARKINGS		LS		20,947.50	'	0.00	I	0.00	I		0.00	0.00%	20,947.50	0.00	
9775	MOT		LS		30,045.00	I	15,022.00	I	0.00		I	15,022.00	50.00%	15,023.00	1,502.20	
Total for 14 SDevNeighborhood Prop lmpr	428,504.59	185,888.79	57,951.30	243,840.09	58.90%	184,664.50	24,384.01

	I							
9910	ASBUILTS	LS	13,547.50		4,064.25			
9915	MOBILIZATION	LS	42,925.00	i	34,340.00			
9920
9925	GEOTECH TESTING
LOTTESTING	LS
110	EA	150.	61,800.00
00	16,500.00	'
I	49,440.00
0.00			
9930	ENVIRONMENTAL	LS	4,598.03	I
I	4,598.03	I	0.00	
9935	S.W.P.P.P.	LS	3,750.00	I	3,000.00		0.00	
Totalfor 14SDev Misc In-Tract Cost	181,056.16	125,790.78	6TT.38

I
I	0.00
I
'
0.00

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
11
2328-11
07/15/24

Grand Totals	9,276,388.30	7,575,269.33	684,807.24	8,260,076.57	0.()0%	1,016,311.73	826,007.76

APPLICATION AND CERTIFICATE FOR PAYMENT	Invoice#:	2328-1

To Owner: Landsea Homes	Project	2328. Trinity Gardens 2420 S Lakemont Avenue, Suite 450

Orlando, FL 32814
From Contractor:  Blue Ox Enterprises, LLC	Via Architect
500 North way
Sanford, FL 32773
contract For:

Application No. :

Period To:	9/15/2023

Project Nos:

Contract Date:

Distribution to:
[=:J Owner
c:::::::J Architect
c:::::::J Contractor
c:::::::J
[=: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.
Original Contract Sum ....................... .
NeCthange By Change Order ................... .
3C. ontract Sum To Date ......................... .
4.Total Completed and Stored To Date .............. . 5.Retainage:
a	10.00% of Completed Work
$16,398.78
$9,272,676.30
$0.00
$9,272,676.30
$163,987.80

:lue Ox Enterprises, LLC

By:	I.._, · l.&I'::--:::	Date:_q_/_lOf /_2_3 State of:
Subscrib

-evvi; •'Le) 1-e_
'.ewz 2623
b.	o.00% of Stored Material
$0.00
NotaryPu
MyCom

Notary Public State of Florida
Total Retainage .......................... .
$16,398.78

ARCHITECT'S CERTIFICATE FOR PAYMENT
A	Heather Frederick
Jn accordance withthe Contract Documents, based on on-site ob§eroaMns'and'tlie"clatti c: "" •  • .. •  a.
comprising theabove application, the Architect certifies to the Ovvner that to the best of the Architect's knov.iedge, 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.

AMOUNTCERTIFIED  $ 147,589.02
(Attach explanation if amount certified differs from the amount applied. Initial all figures on this Application and on thi 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.

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
1
2328-1
09/15/23

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance		
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	
Bill Group	0100	14 SDev Rough Grading	]

8070 EMBANKMENT	115,401	CY	0.73	84,242.73	0.00	0.00	0.00	0.00%	84,242.73	0.00
!	!
8071 PAD GRADING	110	EA	195.63	21,519.30	I	0.00	0.00	!	0.00	0.00%	21,519.30	0.00
8085 POND GRADING	12,990	SY	0.68	8,833.20	II
0.00
i
0.00
I	0.00	0.00%	8,833.20	0.00
;	'
8090 SWALE GRADING	1,250	SY	0.68	850.00	,	0.00	0.00	'	0.00	0.00%	850.00	0.00
8110 TIE IN GRADING	10,216	SY	0.58	5,925.28	0.00	!	0.00	I	0.00	0.00%	5,925.28	0.00
8115 R/W GPADING	17,520	SY	0.58	10,161.60	I	0.00	j	0.00	I	0.00	0.00%	10,161.60	0.00
8135 SLOPE GRADING	10,156	SY	0.60	6,093.60	I	0.00	!	0.00	!	0.00	0.00%	6,093.60	0.00
8180 POND SOD	12,990	SY	3.19	41,438.10	0.00	0.00	!	0.00	0.00%	41,438.10	0.00
8185 SWALE SOD	1,250	SY	3.19	3,987.50	0.00	J	0.00	0.00	0.00%	3,987.50	0.00
8190  R/W SOD	5,834	SY	3.19	18,610.46	I	0.00	ii
0.00
j	0.00	0.00%	18,610.46	0.00
8205 SEED 6 MULCH	19  ACR	1,125.00	21,376.00	I	0.00	:	0.00	1	0.00	0.00%	21,375.00	0.00
8210  MULCH PATH	2,260	SY	48.13	108,773.80	I	0.00	0.00	0.00	0.00%	108,773.80	0.00
8220 STRIP SOD	3,768	SY	3.19	12,019.92	I	0.00
.	0.00
,	0.00	0.00%	12,019.92	0.00
'

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
1
2328-1
09/15/23

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

8230	SLOPE SOD	10,156	SY	3.19	32,397.84	0.00	I
I I	0.00	I	0.00	0.00%	32,397.64	0.00		
8235	SOD TIE IN	10,092	SY	3.19	32,193.48	I
I	0.00	
I	0.00	I
I	0.00	0.00%	32,193.48	0.00	
8295	RETAINING WALL	12,951	SF	32.44	420,130.44	
I	0.00	0.00	I	0.00	0.00%	420,130.44	0.00		
8300	42" HANDRAIL	3,021	LF	45.16	136,428.36	0.00	i	0.00	I	0.00	0.00%	136,428.36	0.00		
8310	DEWATERING		LS		221,765.00	I	0.00	I
1
I	0.00	I
;	0.00	0.00%	221,765.00	0.00	
Totalfor 14SDev Rough Grading	2,091,825.80	0.00	160,194..24	160,194.24	7.66%	1,931,631.56	16,019.42

I  BillGroup	0200	14 $Dev Sewer	I

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
1
2328-1
09/15/23

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

130	8"PVC14-16 SOR 26 -	556	LF	31.54	17,536.24	0.00		0.00		0.00	0.00%	17,536.24	0.00		
	INSTALLED								I
I						
134	8' PVC18-18 SOR 26-	880	LF	20.22	17,793.60	0.00		0.00	I
I	0.00	0.00%	17,793.60	0.00		
	MATERIAL														
135	8" PVC 18-18 SOR 26- INSTALLED	880	LF	38.30	33,704.00	I	0.00		0.00	0.00	0.00%	33,704.00	0.00		
															
144	10"PVC 18-18 SDR 26-	378	LF	30.81	11,646.18		0.00	0.00	I	0.00	0.00%	11,646.18	0.00		
	MATERIAL								!						
145	10"PVC18-18 SDR 26 -	378	LF	38.30	14,477.40		0.00	0.00	I	0.00	0.00%	14,477.40	0.00		
	INSTALLED								!						
154	10"PVC18-20 SDR 26- MATERIAL	22	LF	30.81	677.82	I	0.00	I	0.00	I
I	0.00	0.00%	677.82	0.00	
155	10"PVC18-20 SDR 26 - INSTALLED	22	LF	44.64	982.08	0.00	
I	0.00	I	0.00	0.00%	982.08	0.00		
444	MANHOLE0-6- MATERIAL	4	EA	5,034.30	20,137.20	'I	0.00	I
I	0.00	0.00	0.00%	20,137.20	0.00		
445	MANHOLE 0-6- INSTALLED	4	EA	536.16	2,144.64	I	0.00	I	0.00	I	0.00	0.00%	2,144.64	0.00	
449	MANHOLE 8-8 - MATERIAL	6	EA	5,701.99	34,211.94	0.00	0.00	i
I	0.00	0.00%	34,211.94	0.00			
450	MANHOLE 8-8 - INSTALLED	6	EA	670.20	4,021.20	l	0.00	0.00	I
I
I	0.00	0.00%	4,021.20	0.00		
454	MANHOLE 8-10- MATERIAL	3	EA	6,643.16	19,929.48	0.00	I
I	0.00	I
I
I	0.00	0.00%	19,929.48	0.00		
455	MANHOLE 8-10-INSTALLED	3	EA	804.24	2,412.72	
I	0.00	I
I	0.00	i	0.00	0.00%	2,412.72	0.00	
459	MANHOLE 10-12-MATERIAL	5	EA	7,195.28	35,976.40	0.00	I	0.00	0.00	0.00%	35,976.40	0.00			
460	MANHOLE10-12-INSTALLED	5	EA	1,072.32	5,361.60	I	0.00	0.00	0.00	0.00%	5,361.60	0.00			
464	MANHOLE 12-14-MATERIAL	2	EA	7,877.08	15,754.16	0.00	0.00	0.00	0.00%	15,754.16	0.00				
465	MANHOLE 12-14-INSTALLED	2	EA	1,072.32	2,144.64	I
I	0.00	0.00	0.00	0.00%	2,144.64	0.00			
469	MANHOLE 14-16- MATERIAL	2	EA	8,420.21	16,840.42	1
I
I
i	0.00	0.00	I

I	0.00	0.00%	16,840.42	0.00		

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
1
2328-1
09/15/23

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

470	MANHOLE14-16-INSTALLED	2	EA	1,340.40	2,680.80	

I	0.00	I'	0.00	0.00	0.00%	2,680.80	0.00			
474	MANHOLE 16-18-MATERIAL	6	EA	9,279.21	55,675.26	I	0.00	I	0.00	0.00	0.00%	55,675.26	0.00			
475	MANHOLE 16-18- INSTALLED	6	EA	1,340.40	8,042.40	0.00	I	0.00	I
I	0.00	0.00%	8,042.40	0.00			
484	MANHOLE18-20- MATERIAL	1	EA	9,839.04	9,839.04	!	0.00	
I	0.00	l	0.00	0.00%	9,839.04	0.00		
485	MANHOLE18-20-lNSTALLED	1	EA	1,608.47	1,608.47		0.00		0.00	0.00	0.00%	1,608.47	0.00			
569	SINGLE LATERAL- MATERIAL	20	EA	595.26	11,005.20		0.00		0.00	0.00	0.00%	11,005.20	0.00			
570	SINGLELATERAL- INSTALLED	20	EA	322.24	6,444.80	0.00	0.00	I
I	0.00	0.00%	6,444.80	0.00				
574	DOUBLELATERIAL• MATERIAL	71	EA	677.09	48,073.39	0.00	I	0.00	0.00	0.00%	48,073.39	0.00				
575	DOUBLELATERAL- INSTALLED	71	EA	322.24	22,879.04	I	0.00	'	0.00	0.00	0.00%	22,879.04	0.00			
619	8"PVCFORCEMAIN• MATERIAL	1,432	LF	32.37	46,353.84	

I	0.00	0.00	I
I	0.00	0.00%	46,353.84	0.00			
620	8'PVC FORCEMAIN-	1,432	LF	8.94	12,802.08	0.00	I
I
I
I	0.00	0.00	0.00%	12,802.08	0.00				
	INSTALLED															
630	FORCEMAINFITTINGS - MATERIAL		LS		27,584.45		

I	0.00	l
I
I	0.00	I
I	0.00	0.00%	27,584.45	0.00	
634	8' GATE VALVE• MATERIAL	1	EA	2,177.66	2,177.66	I
I	0.00	
I	0.00	0.00	0.00%	2,177.66	0.00			
635	8' GATE VALVE•INSTALLED	1	EA	426.96	426.95	I
I	0.00	:'	0.00	0.00	0.00%	426.95	0.00			
689	8" x 8" WET TAP• MATERIAL	1	EA	4,849.99	4,849.99	I
I	0.00	0.00	0.00	0.00%	4,849.99	0.00				
690	8" x 8' WET TAP• INSTALLED	1	EA	1,847.54	1,847.54	!	0.00	0.00	I	0.00	0.00%	1,847.54	0.00			
699	AlR RELEASE VALVE• MATERIAL	1	EA	4,299.35	4,299.35	0.00	I	0.00	!
i	0.00	0.00%	4,299.35	0.00			
700	AlR RELEASEVALVE-	l	EA	580.02	580.02	0.00	I
i
I	0.00	0.00	0.00%	580.02	0.00				
	INSTALLED															
719	LIFTSTATION - MATERIAL		LS		460,597.05	0.00	0.00	
I	0.00	0.00%	460,597.05	0.00				

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
1
2328-1
09/15/23

Item

720	LIFT STATION - INSTALLED		LS		307,954.67	0.00	;
i	0.00	I	0.00	0.00%	307,954.67	0.00		
725	CLEAN SANITARY LINES	6,335	LF	1.88	11,009.80	0.00	0.00	I	0.00	0.00%	11,009.80	0.00			
730	TEST SANITARY LINES	6,335	LF	1.64	10,389.40	I	0.00	

I
I	0.00	0.00	0.00%	10,389.40	0.00		
735	TESTFORCEMAIN LINES	1,432	LF	1.64	2,348.48	I	0.00	0.00	I	0.00	0.00%	2,348.48	0.00		
740	T.V. SANITARY LINES	6,335	LF	2.06	13,050.10	0.00	I
I	0.00	I	0.00	0.00%	13,050.10	0.00		
759	DROP CONNECTION -	2	EA	1,266.03	2,532.06	I	0.00	I
I	0.00	
I	0.00	0.00%	2,532.06	0.00	
	MATERIAL					l				'					
760	DROP CONNECTION - INSTALLED	2	EA	815.25	1,630.50	I	0.00	0.00	

i	0.00	0.00%	1,630.50	0.00		
805	WELLPOINTS	6,335	LF	16.55	104,844.25	i	0.00	!	0.00	I
i	0.00	0.00%	104,844.25	0.00	
Total for 14SDev Sewer	1,624,270.48	0.00	0.00	0.00	0.00%	1,624,270.48	0.00

1545	18" RCP - INSTALLED	2,945	LF	16.71	49,210.95	i	0.00	
1579	24' RCP • MATERIAL	1,879	LF	77.20	145,058.80		0.00	
1580	24" RCP - INSTALLED	1,879	LF	17.61	33,089.19	I	0.00	
1614	30" RCP - MATERIAL	737	LF	118.13	87,061.81	I	0.00	
1615	30' RCP-INSTALLED	737	LF	20.49	15,101.13		0.00	
1649	36" RCP - MATERIAL	2,906	LF	154.40	448,686.40		0.00	
1650	36" RCP - INSTALLED	2,906	LF	28.05	81,513.30		0.00	
1684	42" RCP - MATERIAL	1,463	LF	210.37	307,771.31		0.00	

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
1
2328-1
09/15/23

Item

1685	42' RCP - INSTALLED	1,463	LF	38.50	53,399.50	0.00	0.00	I	0.00	0.00%	53,399.50	0.00			
2069	12" HDPE - MATERIAL	50	LF	21.69	1,084.50	I
i	0.00	0.00	0.00	0.00%	1,084.50	0.00			
2070	12" HDPE - INSTALLED	50	LF	13.40	670.00	i	0.00	0.00	I	0.00	0.00%	670.00	0.00		
2504	STORM MANHOLE - MATERIAL	14	EA	4,137.20	57,920.80	

I	0.00	0.00	i
I	0.00	0.00%	57,920.80	0.00		
2505	STORM MANHOLE - INSTALLED	14	EA	941.49	13,180.86	I
!	0.00	0.00	0.00	0.00%	13,180.86	0.00			
2689	J MANHOLE - MATERIAL	11	EA	8,535.71	93,892.81	'	0.00	0.00	
I I
I	0.00	0.00%	93,892.81	0.00		
2690	J MANHOLE - INSTALLED	11	EA	1,135.55	12,491.05	
I	0.00	
'	0.00	0.00	0.00%	12,491.05	0.00		
2749	12' MES - MATERIAL	1	EA	386.48	386.48	0.00	I
I	0.00	I	0.00	0.00%	386.48	0.00		
2750	12' MES - INSTALLED	1	EA	363.77	363.77	0.00	0.00	I	0.00	0.00%	363.77	0.00			
2754	18" MES - MATERIAL	2	EA	878.90	1,757.80	I	0.00	I
I	0.00	0.00	0.00%	1,757.80	0.00		
2755	18' MES - INSTALLED	2	EA	465.41	930.82	!	0.00	!	0.00	
I	0.00	0.00%	930.82	0.00	
2759	24" MES - MATERIAL	3	EA	1,138.90	3,416.70	
I	0.00	0.00	i	0.00	0.00%	3,416.70	0.00		
2760	24" MES - INSTALLED	3	EA	609.86	1,829.58	0.00	I	0.00	I	0.00	0.00%	1,829.58	0.00		
2764	30" MES - MATERIAL	3	EA	2,940.36	8,821.08	I	0.00	0.00	I
I	0.00	0.00%	8,821.08	0.00		
2765	30' MES - INSTALLED	3	EA	754.31	2,262.93	!	0.00	I
I	0.00	0.00	0.00%	2,262.93	0.00		
2769	36" MES - MATERIAL	1	EA	3,948.30	3,948.30	I
I	0.00	!	0.00	0.00	0.00%	3,948.30	0.00		
2770	36' MES - INSTALLED	1	EA	754.31	754.31	0.00	0.00	0.00	0.00%	754.31	0.00				
2774	42" MES - MATERIAL	1	EA	4,874.56	4,874.56	0.00	'	0.00	I	0.00	0.00%	4,874.56	0.00		
2775	42" MES - INSTALLED	1	EA	842.04	842.04	I	0.00	I
I	0.00	I	0.00	0.00%	842.04	0.00	
2989	P-511'1..ET - MATERIAL	20	EA	5,133.33	102,666.60	I	0.00	
I	0.00	0.00	0.00%	102,666.60	0.00		
2990	P-51t-1.ET- INSTALLED	20	EA	1,367.98	27,359.60	
I	0.00	I
!	0.00	I	0.00	0.00%	27,359.60	0.00	

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
1
2328-1
09/15/23

Item	Description
Contract Quantity	UOM
Unit
Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

3019	P-6It-l.ET - MATERIAL	20	EA	5,665.15	113,303.00	0.00	I
i	0.00	'	0.00	0.00%	113,303.00	0.00		
3020	P-6INLET -INSTAUED	20	EA	1,247.77	24,955.40	0.00	0.00	0.00	0.00%	24,955.40	0.00				
3204	J-6 I i'A.ET- MATERIAL	3	EA	10,477.86	31,433.58	I	0.00	I
'	0.00	I	0.00	0.00%	31,433.58	0.00	
3205	J-6 ltt.ET-INSTAUED	3	EA	1,553.32	4,659.96	0.00	0.00	!	0.00	0.00%	4,659.98	0.00			
3234	TYPE CINLET - MATERIAL	6	EA	3,387.12	20,202.72	I	0.00	0.00	I	0.00	0.00%	20,202.72	0.00		
3235	TYPECINLET - INSTALLED	6	EA	894.49	5,366.94	I	0.00	I	0.00	I	0.00	0.00%	5,366.94	0.00	
3289	TYPE E INLET• MATERIAL	8	EA	4,245.08	33,960.64	'	0.00	i
t	0.00	0.00	0.00%	33,960.84	0.00		
3290	TYPE E INLET - INSTALLED	8	EA	711.61	5,692.88	0.00	'	0.00	I	0.00	0.00%	5,692.88	0.00		
3349	TYPE HINLET - MATERIAL	2	EA	7,576.51	15,153.02	0.00	I
I	0.00	0.00	0.00%	15,153.02	0.00			
3350	TYPE HINLET - INSTALLED	2	EA	711.81	1,423.22	0.00	0.00	I
I	0.00	0.00%	1,423.22	0.00			
3564	C CXlNTROL STRUCTURE -	1	EA	4,690.47	4,690.47	I	0.00	!	0.00	i	0.00	0.00%	4,690.47	0.00	
	MATERIAL					i		i							
3565	C CXlNTROL STRUCTURE -	1	EA	1,018.65	1,018.65	I	0.00		0.00	I	0.00	0.00%	1,018.65	0.00	
	INSTALLED							''		I					
3587	RIP RAP- MATERIAL	6	SY	60.40	362.40	!	0.00	I
I	0.00	0.00	0.00%	362.40	0.00		
3568	RIP RAP- INSTALLED	6	SY	24.43	146.58	i	0.00	0.00	0.00	0.00%	146.58	0.00			
3855	CLEANSTORM	9,980	LF	2.88	28,742.40	'	0.00	I	0.00	0.00	0.00%	28,742.40	0.00		
3860	T.V. STORM	9,980	LF	1.88	18,762.40		0.00	I
I	0.00	0.00	0.00%	18,762.40	0.00		
3910	WELL POINTS	4,078	LF	16.55	67,490.90		0.00	0.00	0.00	0.00%	67,490.90	0.00			
Total for 14SDev Storm Drain	2,085,374.44	0.00	0.00	0.00	0.00%	2,085,374.44	0.00
Bill Group	0400

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
1
2328-1
09/15/23

Item

5514	4' PVC- MATERIAL	820	LF	10.50	8,610.00			0.00	I	0.00		I	0.00	0.00%	8,610.00	0.00	
5515	4" PVC- INSTALLED	820	LF	8.94	7,330.80			0.00		0.00		I	0.00	0.00%	7,330.80	0.00	
5519	6' PVC - MATERIAL	590	LF	19.61	11,569.90	
j		0.00	I	0.00			0.00	0.00%	11,569.90	0.00	
5520	6' PVC- INSTALLED	s00	LF	8.94	5,274.so		j	o.oo	i	o.oo	,		o.oo	0.00%	5,274.80	o.oo	
5524	8' PVC- MATERIAL	280	LF	34.17	9,567.80			0.00		0.00		I	0.00	0.00%	9,567.60	0.00	
5525	8" PVC- INSTALLED	280	LF	8.94	2,503.20			0.00		0.00		I	0.00	0.00%	2,503.20	0.00	
5529	10" PVC-MATERIAL	740	LF	49.10	36,334.00		
1	0.00		0.00		I	0.00	0.00%	36,334.00	0.00	
5530	10" PVC-INSTALLED	740	LF	10.73	7,940.20			0.00	I	0.00		
1	0.00	0.00%	7,940.20	0.00	
5534	12" PVC-MATERIAL	3,830	LF	67.29	257,720.70	I	;	0.00	I
i	0.00		I	0.00	0.00%	257,720.70	0.00	
5535	12" PVC-INSTALLED	3,830	LF	10.73	41,095.90	'		0.00		0.00		I	0.00	0.00%	41,095.90	0.00	

1	0.00	:	0.00	0.00	0.00%	6,433.92	0.00
I
0.00	;	0.00	'	0.00	0.00%	45,774.52	0.00
	I															
5620	WM OOUBLE SERVICE-	44	EA	268.08	11,795.52		t	0.00	I	0.00	0.00	0.00%	11,795.52	0.00			
	INSTALLED				!		I									
5626	WATER FITTINGS - MATERIAL	LS	59,127.79	0.00		0.00	I	0.00	0.00%	59,127.79	0.00					
										!						
5634	4" GATE VALVE - MATERIAL	3	EA	1,214.34	3,643.02			0.00	I	0.00	0.00	0.00%	3,643.02	0.00		
5635	4" GATE VALVE - INSTALLED	3	EA	263.18	789.54	I		0.00	!	0.00	0.00	0.00%	789.54	0.00		
5644	6' GATE VALVE - MATERIAL	4	EA	1,642.76	6,571.04	I		0.00		0.00	0.00	0.00%	6,571.04	0.00		
5645	6" GATE VALVE- INSTALLED	4	EA	263.18	1,052.72		[	0.00	I	0.00	0.00	0.00%	1,052.72	0.00		
							'		I		I					
											I					

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
1
2328-1
09/15/23

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

5654	8" GATE VALVE - MATERIAL	2	EA	2,255.35	4,510.70	i	0.00	0.00	0.00	0.00%	4,510.70	0.00				
5655	8" GATE VALVE - INSTALLED	2	EA	307.04	614.08	'	0.00	0.00	0.00	0.00%	614.08	0.00				
5659	10' GATE VALVE - MATERIAL	2	EA	3,198.44	6,396.88	0.00	
'	0.00		I	0.00	0.00%	6,396.88	0.00		
5660	10" GATE VALVE - INSTALLED	2	EA	307.04	614.08	0.00	'	0.00	0.00	0.00%	614.08	0.00				
5664	12" GATE VALVE - MATERIAL	16	EA	3,707.23	59,315.68	0.00	I	0.00		i
!	0.00	0.00%	59,315.68	0.00		
5665	12" GATE VALVE - INSTALLED	16	EA	350.90	5,614.40	I	0.00	I	0.00		I	0.00	0.00%	5,614.40	0.00	
5689	FIRE HYDRANT - MATERIAL	9	EA	6,897.58	62,078.22	i
I	0.00	T
'	0.00	0.00	0.00%	62,078.22	0.00			
5690	FIRE HYDRANT - INSTALLED	9	EA	1,184.29	10,658.61	0.00	I	0.00		!	0.00	0.00%	10,658.61	0.00		
5694	2" BLOW OFF - MATERIAL	6	EA	1,167.78	7,006.68	0.00	I
I	0.00	0.00	0.00%	7,006.68	0.00				
5695	2" BLOW OFF - INSTALLED	6	EA	307.04	1,842.24	I	0.00	0.00	I		0.00	0.00%	1,842.24	0.00		
5699	AIR RELEASE VALVE - MATERIAL	4	EA	3,607.59	14,430.36	I	0.00	
I	0.00		I	0.00	0.00%	14,430.36	0.00	
5700	AIR RELEASE VALVE- INSTALLED	4	EA	580.02	2,320.08	I
I	0.00	I I	0.00		
'	0.00	O.OQO/o	2,320.08	0.00	
5760	TEST WATERLINES	6,260	LF	2.25	14,085.00	I
'	0.00	0.00		I	0.00	0.00%	14,085.00	0.00		
5775	SAMPLE POINTS - MATERIAL	7	EA	246.10	1,722.70	0.00	I
i	0.00	0.00	0.00%	1,722.70	0.00				
5776	SAMPLE POINTS - INSTALLED	7	EA	536.16	3,753.12	I	0.00	i	0.00	0.00	0.00%	3,753.12	0.00			
Total for 14 SDev Domestic Water	730,916.20	0.00	0.00	0.00	0.00%	730,916.20	0.00
BillGroup
!
0500	14 $Dev Recycled Water	J

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
1
2328-1
09/15/23

Item	Description
Contract Quantity	UOM
Unit
Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

6089	RM SINGLE SERVICE - MATERIAL	18	EA	490.24	8,824.32	I	0.00	0.00	I
I	0.00	0.00%	8,824.32	0.00		
6090	RM SINGLE SERVICE - INSTALLED	18	EA	311.94	5,614.92	I	0.00	0.00	
I	0.00	0.00%	5,614.92	0.00		
6092	RM DOUBLE SERVICE - MATERIAL	46	EA	996.47	45,837.62	
I	0.00	'	0.00	I	0.00	0.00%	45,837.62	0.00	
6093	RM DOUBLE SERVICE - INSTALLED	46	EA	311.94	14,349.24	i
I	0.00	I'	0.00	
!	0.00	0.00%	14,349.24	0.00	
6094	l" IRRIGATION SERVICE· MATERIAL	1	EA	963.00	963.00	I
I
i	0.00	I	0.00	!

I	0.00	0.00%	963.00	0.00	
6095	1"IRRIGATION SERVICE· INSTALLED	1	EA	268.10	268.10	I	0.00	:'

I	0.00	I	0.00	0.00%	268.10	0.00	
6099	1.5"IRRIGATION SERVICE-	1	EA	998.31	998.31	I	0.00		0.00	I	0.00	0.00%	998.31	0.00	
	MATERIAL					I		'		f					
6100	1.5"IRRIGATION SERVICE-	1	EA	311.94	311.94	I	0.00	I	0.00	I
I	0.00	0.00%	311.94	0.00	
	INSTALLED					I									
6116	RECLAIM FITTINGS - MATERIAL	1	EA	40,664.99	40,664.99	i	0.00	I
I	0.00	I	0.00	0.00%	40,664.99	0.00	
6129	6" GATE VALVE - MATERIAL	29	EA	1,698.90	46,368.10	0.00	0.00	0.00	0.00%	46,368.10	0.00				
6130	6" GATE VALVE - INSTALLED	29	EA	307.04	8,904.16	0.00	I	0.00	
!	0.00	0.00%	8,904.16	0.00		
6164	2" BLOW OFF - MATERIAL	9	EA	717.33	6,455.97	I	0.00	
I	0.00	I	0.00	0.00%	6,455.97	0.00	
6165	2" BLOW OFF-INSTALLED	9	EA	307.04	2,763.36	I	0.00	'
I	0.00	0.00	0.00"/o	2,763.36	0.00		
6204	6" X 6" WETTAP•MATERIAL	1	EA	3,808.99	3,808.99	j	0.00	I	0.00	I
I	0.00	0.00%	3,808.99	0.00	
6205	6" X WET TAP • INSTALLED	1	EA	2,134.82	2,134.82	I	0.00	0.00	0.00	0.00%	2,134.82	0.00			
6209	AIRRELEASE VALVE-	4	EA	3,607.59	14,430.36		0.00	I	0.00	0.00	0.00%	14,430.36	0.00		
	MATERIAL					'									
6210	AIR RELEASE VALVE - INSTALLED	4	EA	580.02	2,320.08	0.00	I	0.00	0.00	0.00%	2,320.08	0.00			
							i								

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
1
2328-1
09/15/23

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty  Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

6225	TESTRECLAIM LINES	6,179	LF	2.25	13,902.75	
I
I	0.00	0.00	I
I	0.00	0.00%	13,902.75	0.00		
6240	TIE TO EXISTING	1	EA	1,760.40	1,780.40	'	0.00	
I	0.00	0.00	0.00%	1,780.40	0.00	
Total for 14SDevRecycled water	397,111.88	0.00	0.00	0.00	0.00%	397,111.88	0.00

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
1
2328-1
09/15/23

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

6880	8' WI-EEL CHAIR RAMP	4	EA	1,885.11	7,540.44	I
I	0.00	0.00	I	0.00	0.00%	7,540.44	0.00		
6885	CONCRETE APRON	230	SF	20.31	4,671.30		I
I	0.00	0.00	i	0.00	0.00%	4,671.30	0.00	
6940	PAVERS	1,990	SF	12.81	25,491.90		;
'	0.00	0.00	!	0.00	0.00%	25,491.90	0.00	
6945	SIGNS 6 PAVEMENT MARKINGS	LS	32,858.50	

I	0.00	0.00
I	
I
i	0.00	0.00%	32,858.50	0.00				

Total for 14SDevStreet Paving	1,486,527.00	0.00	0.00	0.00	0.00%	1,486,527.00	0.00	

Total for 14 SDev Dirt Import Export	247,089.75	0.00	0.00	0.00	0.00%	247,089.75	0.00
BillGroup	0800	14 $Dev Neighborhood Pro1	J

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
1
2328-1
09/15/23

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

9509	30" RCP - MATERIAL	147	LF	116.47	17,121.09	
I	0.00	I	0.00	0.00	0.00%	17,121.09	0.00		
9510	30' RCP - INSTALLED	147	LF	35.74	5,253.78	;	0.00	0.00	!	0.00	0.00%	5,253.78	0.00		
9514	30' MES - MATERIAL	2	EA	2,940.36	5,880.72	0.00	0.00	I	0.00	0.00%	5,880.72	0.00			
9515	30" MES - INSTALLED	2	EA	754.31	1,508.62	I	0.00	
I	0.00	I;	0.00	0.00%	1,508.62	0.00	
9519	TYPE CINLET - MATERIAL	1	EA	3,380.11	3,380.11	I
I
!	0.00	I	0.00	0.00	0.00%	3,380.11	0.00		
9520	TYPE CINLET - INSTALLED	1	EA	718.71	718.71	'
I	0.00	I
i
I	0.00	I	0.00	0.00%	718.71	0.00	
9525	TIE IN TO EXISTING	1	EA	5,596.47	5,596.47	0.00	
I	0.00	0.00	0.00%	5,598.47	0.00			
9530	CLEAN STORM	185	LF	2.88	532.80	I
I	0.00	!	0.00	0.00	0.00%	532.80	0.00		
9535	T.V. STORM	185	LF	1.88	347.80	i	0.00	i	0.00	!	0.00	0.00%	347.80	0.00	
9540	Vv'ELL POINTS	185	LF	16.55	3,061.75	0.00	0.00	I
!	0.00	0.00%	3,061.75	0.00			
9604	12" PVC-MATERIAL	83	LF	80.18	6,654.94	I	0.00	I
i	0.00	0.00	0.00%	6,654.94	0.00		
9605	12' PVC - INSTALLED	83	LF	35.73	2,965.59	I
I	0.00	i
I	0.00	0.00	0.00%	2,965.59	0.00		
9610	DIRECTIONAL DRILL 16"	60	EA	382.71	22,962.60	'	0.00	0.00	0.00	0.00%	22,962.60	0.00			
9614	2' JUMPER - MATERIAL	1	EA	1,745.55	1,745.55	0.00	
I	0.00	0.00	0.00%	1,745.55	0.00			
9615	2' JUMPER - INSTALLED	l	EA	219.31	219.31	0.00	I	0.00	I	0.00	0.00%	219.31	0.00		
9619	12' x12' WET TAP- MATERIAL	2	EA	8,985.44	17,970.88	I
!	0.00	0.00	I
I
I	0.00	0.00%	17,970.88	0.00		
9620	12' x12' WET TAP - INSTALLED	2	EA	2,146.07	4,292.14	0.00	I	0.00	i
'	0.00	0.00%	4,292.14	0.00		
9625	TEST WATER LINES	143	LF	2.25	321.75	0.00	I
I	0.00	0.00	0.00%	321.75	0.00			
9629	SAMPLE POINTS -MATERIAL	2	EA	246.10	492.20	0.00	I
'I	0.00	:	0.00	0.00%	492.20	0.00		
9630	SAMPLE POINTS - INSTALLED	2	EA	536.16	1,072.32	0.00	0.00	I	0.00	0.00%	1,072.32	0.00			
9705	1.25" MILL EXISTING	2,845	SY	5.46	15,533.70	0.00	I	0.00	
I	0.00	0.00%	15,533.70	0.00		

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
1
2328-1
09/15/23

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

9710	ASPHALT FC-9.51.25•	4,470	SY	16.96	75,811.20	'	0.00	0.00		I	0.00	0.00%	75,811.20	0.00		
9715	ASPHALT 2" S.P12.5	1,630	SY	17.42	28,394.60	0.00	0.00		I	0.00	0.00%	28,394.60	0.00			
9719	UMEROCK 16"(FULL DEPTH) - MATERIAL	1,630	SY	10.44	17,014.60	!	0.00	

I	0.00	0.00	0.00%	17,014.60	0.00			
9720	UMEROCK 18" (FULL DEPTH) - INSTALLED	1,630	SY	4.94	8,052.20	I	0.00	i	0.00	I		0.00	0.00%	8,052.20	0.00	
9724	STABILIZER 12" - MATERIAL	750	SY	5.14	3,855.00	0.00	0.00		;	0.00	0.00%	3,855.00	0.00			
9725	STABILIZER 12' - INSTALLED	750	SY	1.81	1,357.50	I
!	0.00	I
I	0.00	0.00	0.00%	1,357.50	0.00			
9730	REMOVE 6 REPLACE FENCE	193	LF	33.04	6,376.72	I	0.00	'	0.00		I	0.00	0.00%	6,376.72	0.00	
9735	5' SIDEWALK 4" THICK	1,386	LF	35.75	49,549.50	0.00	I	0.00	0.00	0.00%	49,549.50	0.00				
9740	8' SIDEWALK 4"THICK	13	LF	56.64	736.32	0.00	!	0.00		I
I	0.00	0.00%	738.32	0.00		
9745	5' wt-EEL CHAIR RAMP	2	EA	1,574.01	3,148.02	!	0.00	I	0.00		i	0.00	0.00%	3,148.02	0.00	
9750	12 WHEEL CHAIR RAMP	2	EA	3,048.44	6,096.88	
I
I'	0.00	l	0.00	0.00	0.00%	6,096.88	0.00			
9755	SIGNS 6 PAVEMENT MARKINGS		LS		21,062.50	I	0.00	!
!
i	0.00		

I	0.00	0.00%	21,062.50	0.00	
9760	PJW GRADING - OFFSITE	8,526	SY	0.81	6,906.06	I
i	0.00	I	0.00	0.00	0.00%	6,906.06	0.00			
9765	PJW SOD - OFFSITE	8,526	SY	3.19	27,197.94	0.00	I	0.00		I	0.00	0.00%	27,197.94	0.00		
9770	SIGNS 6 PAVEMENT MARKINGS		LS		20,947.50	I	0.00	

I	0.00		i
I
I	0.00	0.00%	20,947.50	0.00	
9775	MOT		LS		30,045.00	0.00	

I	0.00	0.00	0.00%	30,045.00	0.00				
Total for 14SDevNeighborhood Prop lmpr	428,504.59	0.00	0.00	0.00	0.00%	428,504.59	0.00

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
1
2328-1
09/15/23

Item	Description
Contract Quantity	UOM
Unit Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
ToFinish	Retainage

9910	ASBUILTS		LS		13,547.50	0.00	:	0.00	I
I	0.00	0.00%	13,547.50	0.00	
9915	MOBILIZATION		LS		42,925.00	0.00	0.00	0.00	0.00%	42,925.00	0.00			
9920	GEOTECH TESTING		LS		61,800.00	0.00	I	0.00	0.00	0.00%	61,800.00	0.00		
9925	LOT TESTING	110	EA	150.00	16,500.00	0.00	:	0.00	0.00	0.00%	16,500.00	0.00		
9930	ENVIRONMENTAL		LS		4,598.03	
I	0.00	I	0.00	0.00	0.00%	4,598.03	0.00	
9935	S.W.P.P.P.		LS		3,750.00	0.00	
I	0.00	I	0.00	0.00%	3,750.00	0.00	
Total for 14SDev MiscIn-Tract Cost	181,056.16	0.00	3,793.56	3,793.56	2.10%	177,262.60
379.36

Grand Totals
9,272,676.30	0.00	163,987.80	163,987.80	1.77%	9,108,688.50	16,398.78

APPLICATION AND CER"tlFICATE FOR PAYMENT	Invoice #: 2328-14

To owne1 L.andsea Homes	Project	2328. Trinity Gardens 2420 S Lakemont Avenue, Suite 450

Orlando, FL 32814
From Contractor:  Blue Ox Enterprises, l.LC	ViaArchitect
500 North Way
Sanford, FL 32773
ContractlFor:

Application No.:	14

Period To:	9/15/2024

Project Nos:

Contract Date:

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

CONTR.ACTOR'SAPPLICA1tlON 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.
Ori Jinal Contract Sum ........................ .
)
NeCthange By Change Order ................... .
3C. or1tract  Sum   To  Date     ..........................
Total Completed and Stored To Date .............. .
Retainage:
a	5.20% of Completed Work
$472,497.35
$9,272,676.30
-$25,718.75
$9,246,957.55
$9,083,118.76
CONTRACTOr'\	OxEnterprises, LLC By:		
State of: Subscri

Date: q /lIt.,C.,
County of:  &,.._-.N::I
dayof  Se,. (o..e,.,- B..aa.c.(
b.	o.00% of Stored Material
$0.00
Notary MyCo,

Notary Public State of Florida
Total Retainage .......................... .
$472,497.35

ARCHITECT'S CERTIFICATE FOR PAYMENT
Heather Frederick
My Commission HH 400888 Expires 5/2112027
Inaccordance withthe Contract Documents, based on on-site obs ivatloiis andlneaata comprising the abo\A'l application, the Architect certifies to the D.Nner that to the best of the Architect's knowledge, information, and belief, the Work has progressed as indicated,
the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED.

AMOUNT CERTIFIED $330,144.13
(Attach explanation if amount certifieddiffers from the amount applied. Initial all figures on this Application and on th, Continuation Sheet that are changed lo conform1Mth 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.

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
14
2328-14
09/15/24

Item	Description
Co11tract Quantity	UOM
Unit Price
Contract Amount
Previous Qty	Amount
Current Period
Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage
amGri1up
l
0100	-:Pt SDev Rough Grading
-	-	.. -	- --	--
..,.
8005 INLET PROTECTION	58	EA	129.79	7,527.82
5B	7,527.82
0.00
58 i
7,527.82
100.00%
0.00
376.39
8010 TREE PROTECTION	14,190	LF	6.32	89,680.80	14,190	89,680.80	0.00	I
14,190	89,680.80	100.00%	0.00	4,484.04	
8020  SILTFENCE	8,740	LF	1.40	12,236.00	8,740	12,236.00	0.00	8,740	12,236.00	100.00%	0.00	611.80	
8025 DOUBLE SILT FENCE	6,867	LF	2.82	19,364.94	6,867	19,364.94	0.00	6,867	19,364.94	100.00%	0.00	968.24	
8035 CLEARING CHIP 8 HAUL	36	ACR	7,782.50	280,170.00	36	280,170.00	0.00	36	280,170.00	100.00%	0.00	14,008.50	
8050  STRIPPINGS	28,016	CY	1.67	46,786.72	28,016 '	46,786.72	0.00	28,016	46,786.72	100.00%	0.00	2,339.33	
8055  EXCAVATION	221,337	CY	2.03	449,314.11	221,337	449,314.11	0.00	221,337	449,314.11	100.00%	0.00	22,465.70	
8070  EMBANKMENT	115,401	CY	0.73	84,242.73	115,401!	84,242.73	0.00	115,401	84,242.73	100.00%	0.00	4,212.13	
i	,
8071 PAD GRADING	110	EA	195.63	21,519.30	110I	21,519.30	0.00	110	21,519.30	100.00%	0.00	1,075.96	
8085 POND GRADING
12,990	SY	0.68
8,833.20
12,990!	'
8090  SWALE GRADING	1,250	SY	0.68	850.00
81]0 TIE IN GRADING	10,216	SY	0.58	5,925.28
81t5  R/WGRADING	17,520	SY	0.58	10,161.60
8135  SLOPE GRADING	10,156	SY	0.60	6,093.60
8180  POND SOD	12,990	SY	3.19	41,438.10
1,2so
10,216	i
17,520	I
10,156
875
8185
SWALE SOD	1,250	SY	3.19	3,987.50
0.00
1,250 ;
3,987.50
i
1,250 I
3,987.50
100.00%
0.00
398.75
8190 R/WSOO	5,834	SY	3.19	18,610.46
5,834	18,610.46
I	0.00
s.034I	18,610.46
100.00%
0.00
930.52
8205 SEEDS MULCH
19  ACR	1,125.00	21,375.00
19	21,375.00
I	0.00
19	21,375.00
100.00%
0.00
1,068.75
8210  MULCH PATH	2,260	SY	48.13	108,773.80
0.00
226 I 10,877.38
226	10,877.38
10.00%
97,896.42
1,087.74
8220 STRIP SOD
3,768	SY	3.19	12,019.92
I
3,768
12,019.92
I	0.00
'
3,768
12,019.92
100.00%
0.00
600.99

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
14
2328-14
09115/24

Item	Description
Balance
To Finish	Retainage

I

Total for 14SDev Rough Grading	2,091,825.80	1,752,487.45	241,441.93	1,993,929.38	95.32%	97,896.42	111,768.52
BiUGr11up	0200
'
14. s0ev Sewer

1,232	LF	20.22	24,911.04	1,232	24,911.04	!
I	0.00	1,232	24,911.04	100.00%	0.00	1,245.55	
1,232	LF	14.30	17,617.60	1,232	17,617.60	

I
I	0.00	1,232	17,617.60	100.00%	0.00	880.88	
943	LF	20.22	19,067.46	943	19,067.46	I	0.00	943	19,067.46	100.00%	0.00	953.37	
943	LF	17.87	16,851.41	943;	16,851.41		0.00	943 •	16,851.41	100.00%	0.00	842.57	
1,422	LF	20.22	28,752.84	1,422	28,752.84		0.00	1,422	28,752.84	100.00%	0.00	1,437.64	
1,422	LF	21.45	30,501.90	1,422	30,501.90		0.00	1,422 I	30,501.90	100.00%	0.00	1,525.09	
460	LF	20.22	9,301.20	460	9,301.20		0.00	460	9,301.20	100.00%	0.00	465.06	

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
14
2328-14
09/15/24

Item	Description
Contract Quantity	UOM
Unit Price
Contract Amount
Previous
Qty	Amount
Current Period
Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

-1.

Contract:	2328. Trinity Gardens
Application#: Invoice: Date:
14
2328-14
09/15/24

Item

410	MANHOLE 14-16-INSTALLED	2	EA	1,340.40	2,680.80	2'	2,680.80	I
I
I	0.00	21	2,680.80	100.00%	0.00	134.04	
474	MANHOLE 16-18-MATERll l	6	EA	9,279.21	55,675.26	6	55,675.26	!	0.00	6	55,675.26	100.00%	0.00	2,783.76	
475	MANHOLE 16-18-INSTALLED	6	EA	1,340.40	8,042.40	6	8,042.40	!	0.00	6	8,042.40	100.00%	0.00	402.12	
484	MANHOLE 18-20-MATERIAL	1	EA	9,839.04	9,839.04	1 i
I	9,839.04	0.00	1 I	9,839.04	100.00%	0.00	491.95		
485	MANHOLE 18-20- lNSTALLED	1	EA	1,608.47	1,608.47	1	1,608.47	0.00	I
1 I I	1,608.47	100.00%	0.00	80.42		
569	SINGLE LATERAL- MATERIAL	20	EA	595.26	11,905.20	20	11,905.20	0.00	201
I	11,905.20	100.00%	0.00	595.26		
570	SINGLE LATERAL - INSTALLED	20	EA	322.24	6,444.80	20'	6,444.80	i
I	0.00	20	6,444.80	100.00%	0.00	322.24	
514	DOUBLE LATERIAL- MATERIAL	71	EA	677.09	48,073.39	71	48,073.39	I
!	0.00	71	48,073.39	100.00%	0.00	2,403.67	
515	DOUBLE LATERAL- INSTALLED	71	EA	322.24	22,879.04	71	22,879.04	0.00	11I	22,879.04	100.00%	0.00	1,143.95		
619	8"PVC FORCEMAIN - MATERIAL	1,432	LF	32.37	46,353.84	1,432	46,353.84	I	0.00	1,432 I	46,353.84	100.00%	0.00	2,317.69	
620	8"PVC FORCEMAIN - INSTALLED	1,432	LF	8.94	12,802.08	1,432
I	12,802.08	I
I
I
I	0.00	1,432	12,802.08	100.00%	0.00	640.10	
630	FORCEMAIN FITTINGS - MATERIAL		LS		27,584.45	
I	27,584.45	0.00	
I
!	27,584.45	100.00%	0.00	1,379.22		
634	8" GATE VALVE - MATERIAL	1	EA	2,177.66	2,177.66	I
li	2,177.66	0.00	1 i
I	2,177.66	100.00%	0.00	108.88		
635	8" GATE VALVE - INSTALLED	l	EA	426.95	426.95	l	426.95	0.00	l	426.95	100.00%	0.00	21.35		
689	8" x 8" WET TAP - MATERIAL	1	EA	4,849.99	4,849.99	1	4,849.99	!	0.00	l	4,849.99	100.00%	0.00	242.50	
690	8" x 8' WET TAP - INSTALLED	1	EA	1,847.54	1,847.54	1	1,847.54	I	0.00	1	1,847.54	100.00%	0.00	92.37	
699	AlR RELEASE VALVE - MATERIAL	l	EA	4,299.35	4,299.35	1	4,299.35	0.00	1
'	4,299.35	100.00%	0.00	214.97		
700	AIR RELEASE VALVE- INSTALLED	1	EA.	580.02	580.02	:
1	580.02	I	0.00	1 I	580.02	100.00%	0.00	29.00	
719	LIFT STATION• MATERIAL		LS		460,597.05	'	460,597.05	I
I
I
'	0.00	460,597.05	100.00%	0.00	23,029.85		

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
14
2328-14
09/15/24

Item	Description
Contract Quantity	UOM
Unit Price
Contract Amount
Previous
Qty	Amount
Current Period
Qty	Amount
Total
Qty	Amount
%
Complete
Balance
ToFinish	Retainage

720	LIFT STATION - INSTALLED		LS		307,954.67	277,158.00	
!	30,796.67	I
I	307,954.67	100.00%	0.00	16,937.57		
725	CLEAN SANITARY LINES	6,335	LF	1.88	11,009.80	6,335	11,009.80	0.00	6,335 1	11,009.80	100.00%	0.00	595.49		
730	TEST SANITARY LINES	6,335	LF	1.64	10,389.40	6,335
'	10,389.40	0.00	6,335 I	10,389.40	100.00%	-	0.00	519.47	
735	TEST FORCEMAIN LINES	1,432	LF	1.64	2,348.48	1,432	2,348.48	0.00	1,432 !	2,348.48	100.00%	0.00	117.42		
740	T.V. SANITARY LINES	6,335	LF	2.06	13,050.10	6,335,	13,050.10	;
I	0.00	6,335	13,050.10	100.00%	0.00	652.50	
759	DROP CONNECTION - MATERIAL	2	EA	1,266.03	2,532.06	2	2,532.06	:	0.00	2	2,532.06	100.00%	0.00	126.60	
780	DROP CONNECTION • INSTALLED	2	EA	815.25	1,630.50	2	1,630.50	0.00	2	1,630.50	100.00%	0.00	81.52		
805	WELLPOINTS	6,335	LF	16.55	104,844.25	6,335'	104,844.25	0.00	6,335	104,844.25	100.00%	0.00	5,242.21		
T(,tal for 14SDev Sewer	1,624,270.48	1,593,473.81	30,796.67	1,624,270.48	100.00%	0.00	82,753.76

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
14
2328-14
09/15/24

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Qu;intity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

1685	42" RCP - INSTALLED	1,463	LF	36.50	53,399.50	1,463	53,399.50	I
I	0.00	1,463	53,399.50	100.00%	0.00	2,669.97	
2009	12" HOPE - MATERIAL	50	LF	21.69	1,084.50	so,	1,084.50	I
I	0.00	50	1,084.50	100.00%	0.00	54.22	
20\ro	12" HOPE - INSTALLED	50	LF	13.40	670.00	50	670.00	i
!	0.00	50	670.00	100.00%	0.00	33.50	
25()4	STORM MANHOLE - MATERIAL	14	EA	4,137.20	57,920.80	14	57,920.80	

I	0.00	14	57,920.80	100.00%	0.00	2,896.04	
2505	STORM MANHOLE - INSTALLED	14	EA	941.49	13,180.86	141	13,180.86	I	0.00	14	13,180.86	100.00%	0.00	659.05	
2689	J MANHOLE - MATERIAL	11	EA	8,535.71	93,892.81	11	93,892.81	0.00	11I	93,892.81	100.00%	0.00	4,694.64		
2690	JMANHOLE - INSTALLED	11	EA	1,135.55	12,497.05	11'	12,491.05	0.00	11	12,491.05	100.00%	0.00	624.56		
2749	12" MES - MATERIAL	1	EA	386.48	386.48	l	386.48	0.00	l	386.48	100.00%	0.00	19.32		
2750	12' MES - INSTALLED	1	EA	363.77	363.77	1	363.77	I
I	0.00	l	363.77	100.00%	0.00	18.19	
2754	18' MES - MATERIAL	2	EA	878.90	1,757.80	2	1,757.80	I
I	0.00	2:	1,757.80	100.00%	0.00	87.89	
2755	18" MES - INSTALLED	2	EA	465.41	930.82	2	930.82	I	0.00	2	930.82	100.00%	0.00	46.54	
2759	24" MES - MATERIAL	3	EA	1,138.90	3,416.70	31	3,416.70	I	0.00	3	3,416.70	100.00%	0.00	170.83	
2760	24" MES.- INSTALLED	3	EA	609.86	1,829.58	31	1,829.58	
':	0.00	3	1,829.58	100.00%	0.00	91.48	
2764	30" MES - MATERIAL	3	EA	2,940.36	8,821.08	3	8,821.08	i	0.00	3	8,821.08	100.00%	0.00	441.05	
2765	30" MES - INSTALLED	3	EA	754.31	2,262.93	3	2,262.93	
I	0.00	i
31
I	2,262.93	100.00%	0.00	113.14	
2769	36" MES - MATERIAL	1	EA	3,948.30	3,948.30	,I	3,948.30
I	0.00	l	3,948.30	100.00%	0.00	197.41			
27\'0	36" MES - INSTALLED	1	EA	754.31	754.31	1	754.31	0.00	1	754.31	100.00%	0.00	37.71		
27V4	42" MES - MATERIAL	1	EA	4,874.56	4,874.56	1	4,874.56	0.00	1 i
!	4,874.56	100.00%	0.00	243.73		
27'1'5	42" MES - INSTALLED	1	EA	842.04	842.04	i
1,	842.04	0.00	1	842.04	100.00%	0.00	42.10		
2989	P-51NLET - MATERIAL	20	EA	5,133.33	102,666.60	20	102,666.60	0.00	20 '	102,666.60	100.00%	0.00	5,133.33		
2990	P-51NLET - INSTALLED	20	EA	1,367.98	27,359.60	20'	27,359.60	0.00	20	27,359.60	100.00%	0.00	1,367.98		

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
14
2328-14
09/15/24

Item	Description
Contract Qu;mtity	UOM
Unit Price
Contract Amount
Previous
Qty	Amount
Current Period
Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

3019	P-6INI.ET - MATERIAL	20	EA	5,665.15	113,303.00	20	113,303.00	I
I	0.00	20	113,303.00	100.00%	0.00	5,665.15	
3020	P-6INLET - INSTALLED	20	EA	1,247.77	24,955.40	20	24,955.40	I	0.00	20	24,955.40	100.00%	0.00	1,247.77	
3204	J IN.ET - MATERIAL	3	EA	10,477.86	31,433.58	3	31,433.58	I
I
I	0.00	3	31,433.58	700.00%	0.00	1,571.68	
3205	J INLET - INSTALLED	3	EA	1,553.32	4,659.96	3	4,659.96	i
;	0.00	3 '	4,659.96	100.00%	0.00	232.99	
3234	TYPE CINLET - MATERIAL	6	EA	3,367.12	20,202.72	6	20,202.72	I	0.00	6	20,202.72	100.00%	0.00	1,070.73	
32H5	TYPE CINLET - INSTALLED	6	EA	894.49	5,366.94	6
'	5,366.94	0.00	6	5,366.94	100.00%	0.00	268.34		
3289	TYPE EINLET - MATERIAL	8	EA	4,245.06	33,960.64	81I	33,960.64	0.00	8	33,960.64	100.00%	0.00	1,698.03		
3290	TYPE EINLET - INSTALLED	8	EA	711.61	5,692.88	al	5,692.88	0.00	8	5,692.88	700.00%	0.00	284.64		
33ll9	TYPE HINLET•MATERIAL.	2	EA	7,576.51	15,153.02	2i	15,153.02	0.00	2	15,153.02	100.00%	0.00	757.65		
3350	TYPE HINLET - INSTALLED	2	EA	711.61	1,423.22	'
2:	1,423.22	0.00	2·'	1,423.22	100.00%	0.00	71.16		
3564	C OONrROL STRUCTURE - MATERIAL	1	EA	4,690.47	4,690.47	1	4,690.47	0.00	1 I	4,690.47	100.00%	0.00	234.52		
3565	C OONTROL STRUCTURE - INSTALLED	1	EA	1,018.65	1,018.65	1	1,018.65	
:	0.00	1 I	1,018.65	100.00%	0.00	50.93	
3567	RIP RAP- MATERIAL	6	SY	60.40	362.40	6	362.40	I
'	0.00	s!
!	362.40	100.00%	0.00	18.12	
3568	RIP RAP - INSTALLED	6	SY	24.43	146.58	6	146.58	'
I	0.00	I
6'	146.58	100.00%	0.00	7.33	
3855	CLEANSTORM	9,980	LF	2.88	28,742.40	9,980	28.742.40	0.00	9,980	28,742.40	100.00%	0.00	1,437.12		
3860	T.V. STORM	9,980	LF	1.88	18,762.40	9,980	18,762.40	0.00	9,980	18,762.40	100.00%	0.00	938.12		
39"!0	WELLPOINTS	4,078	LF	16.55	67,490.90	4,078	67,490.90	0.00	4,078	67,490.90	100.00%	0.00	3,374.54		
T(1tal for 14SDev Storm Drain	2,085,374.44	2,085,374.44	0.00	2,085,374.44	100.00%	0.00	104,268.65

Bill Group	0400	14- SDev Domestic Water

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
14
2328-14
09/15/24

Balance
To Finish	Retainage

5514	4' PVC - MATERIAL	820	LF	10.50	8,610.00	820I	8,610.00	0.00	820	8,610.00	100.00%	0.00	430.50			
5515	4" PVC- INSTALLED	820	LF	8.94	7,330.80	8201	7,330.80	0.00	820	7,330.80	100.00%	0.00	366.54			
5519	6' PVC - MATERIAL	590	LF	19.61	11,569.90	590	11,569.90	0.00	590	11,569.90	100.00%	0.00	578.49			
5520	6" PVC- INSTALLED	590	LF	8.94	5,274.60	590	5,274.60	0.00	590	5,274.60	100.00%	0.00	263.73			
5524	8' PVC - MATERIAL	280	LF	34.17	9,567.60	280	9,567.60		0.00	280	9,567.60	100.00%	0.00	478.38		
5525	8' PVC - INSTALLED	280	LF	8.94	2,503.20	280	2,503.20		I	0.00	280I	2,503.20	100.00%	0.00	125.16	
5529	10' PVC-MATERIAL	740	lF	49.10	36,334.00	740	36,334.00		0.00	740	36,334.00	100.00%	0.00	1,816.70		
5530	10" PVC - INSTALLED	740	lF	10.73	7,940.20	740	7,940.20		j	0.00	740	7,940.20	100.00%	0.00	397.01	
55.14	12" PVC- MATERIAL	3,830	LF	67.29	257,720.70	3,830	257,720.70		I	0.00	3,830	257,720.70	100.00%	0.00	12,1186.03	
55.%	12" PVC- INSTALLED	3,830	LF	10.73	41,095.90	3,830	41,095.90	0.00	3,830	41,095.90	100.00%	0.00	2,054.80			
5614	WM SINGLE SERVICE- MATERIAL	24	EA	534.10	12,818.40	24	12,818.40	0.00	24	12,818.40	100.00%	0.00	640.92			
5615	WM SINGLE SERVICE - INSTALLED	24	EA	268.08	6,433.92	24	6,433.92	0.00	24	6,433.92	100.00%	0.00	321.69			
5619	WM OOUBLE SERVICE - MATERIAL	44	EA	1,040.33	45,774.52	44	45,774.52		:	0.00	44	45,774.52	100.00%	0.00	2,288.72	
56!10	WM OOUBLE SERVICE - INSTALLED	44	EA	268.08	11,795.52	44	11,795.52		I	0.00	44 I	11,795.52	100.00%	0.00	589.77	
5626	WATER FITTINGS - MATERIAL		LS		59,127.79	59,127.79		'
i	0.00	I
I	59,127.79	100.00%	0.00	2,956.39		
5634	4' GATE VALVE - MATERIAL	3	EA	1,214.34	3,643.02	3i	3,643.02	0.00	31
I	3,643.02	100.00"/4	0.00	182.15			
5635	4" GATE VALVE - INSTALLED	3	EA	263.18	789.54	!
3I'	789.54	0.00	'
31	789.54	100.00%	0.00	39.47			
5644	6' GATE VALVE - MATERIAL	4	EA	1,642.76	6,571.04	41	6,571.04	0.00	41
I	8,571.04	100.00%	0.00	328.55			
5645	6" GATE VALVE - INSTALLED	4	EA	263.18	1,052.72	41
I	1,052.72	0.00	4	1,052.72	100.00%	0.00	52.63			

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
14
2328-14
09/15/24

Item	Description
Contract Qua:ntity	UOM
Unit
Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
ToFinish	Retainage

J

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
14
2328-14
09/15/24

Balance
To Finish	Retainage

I

I

I I
0.00	1 1
I
1	0.00	1
I
0.00	1
0.00	29 •
0.00	2,9
0.00	9 I
6165 2" BLOW OFF-INSTALLED	9	EA	307.04	2,763.36	9	2,763.36	0.00	9	2,763.36	100.00%	0.00	138.17
6204  6" X 6" WET TAP·MATERIAL	1	EA	3,808.99	3,808.99	1	3,808.99	[	0.00	1	3,808.99	100.00%	0.00	190.45
I
6205 6" X 6" WET TAP - INSTALLED	1	EA	2,134.82	2,134.82	1	2,134.82	:	0.00	1	2,134.82	100.00%	0.00	106.74
6209 AIR Rl:LEASE VALVE·	4	EA	3,607.59	14,430.36	4	14,430.36	'1	0.00	4	14,430.36	100.00%	0.00	721.52
MATERIAL	.
6210 AIR Rl:LEASE VALVE·	4	EA	580.02	2,320.08	4	2,320.08	:	0.00	4	2,320.08	100.00%	0.00	116.00
INSTALLED	l
I
I

Contract:	2328. Trinity'Gardens
Application#: Invoice:
Date:
14
2328-14
09/15/24

Item	Description
Contract Qu,intity	UOM
Unit Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

6225	TEST RECLAIM LINES	6,179	LF	2.25	13,902.75	6,179	13,902.75	I
i	0.00	6,179	13,902.75	100.00%	0.00	695.14	
62l\O	TIE TO EXISTING	1	EA	1,780.40	1,780.40	1	1,780.40	
I	0.00	1	1,780.40	100.00%	0.00	89.02	
Totalfor 14 SDev Recycled Water	397,111.88	397,111.88	0.00	397,111.88	100.00%	0.00	19,855.55
'	J

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
14
2328-14
09/15/24

Item	Description
Contract Quantity	UOM
Unit
Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

I

Totalfor 14 SDev StreetPaving	1,486,527.00	1,445,301.77	6,571.70	1,451,873.47	97.67%	34,653.53	72,922.23
Bil!Group
0700	14: SDev Dirt Import Export

n,tal for 14SDevDirt Import Export	247,089.75	247,089.75	0.00	247,089.75	100.00%	0.00	12,354.48
BiOGroup
0800
1iSDev Neighborhood Pro1
J..

Contr.act:	2328. Trinity Gardens
Application#: Invoice:
Date:
14
2328-14
09/15/24

Item	Description
Contract Qu;mtity	UOM
Unit
Price
Contract Amount
Previous Qty	Amount
Current Period
Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

9509 30" RCP - MATERIAL	147	LF	116.47	17,121.09	147	17,121.09	0.00	147 ;	17,121.09	100.00%	0.00	856.05			
9510 30" RCP - INSTALLED	147	LF	35.74	5,253.78	147	5,253.78	0.00	147	5,253.78	100.00%	0.00	262.69			
9514 30" MES • MATERIAL	2	EA	2,940.36	5,880.72	2	5,880.72		I
I
I	0.00	2	5,880.72	100.00%	0.00	294.03	
9515 30" MES- INSTALLED	2	EA	754.31	1,508.62	2	1,508.62		i
i	0.00	2	1,508.62	100.00%	0.00	75.43	
9519 lYPE C INLET•MATERIAL.	1	EA	3,380.11	3,380.11	1	3,380.11		I	0.00	1	3,380.11	100.00%	0.00	169.00	
9520 lYPE C INLET - INSTALLED	1	EA	718.71	718.71	1	718.71		I	0.00	1	718.71	100.00%	0.00	35.93	
959.5 TIE IN TOEXISTING	1	EA	5,596.47	5,596.47	1	5,596.47	0.00	1	5,596.47	100.00%	0.00	279.82			
95ll0 CLEAN STORM	185	LF	2.88	532.80	185	532.80	0.00	185	532.80	100.00%	0.00	26.64			
95ll5 T.V. STORM	185	LF	1.88	347.80	185	347.80		
I	0.00	185!	347.80	100.00%	0.00	17.39	
95ll0 WELL POINTS	185	LF	16.55	3,061.75	1851	3,061.75		i	0.00	1851	3,061.75	100.00%	0.00	153.09	
9604 12" PVC- MATERIAL	83	LF	80.18	6,654.94	831
I	6,654.94		i	0.00	83 !
I	6,654.94	100.00%	0.00	332.74	
9605 12" PVC-INSTALLED	83	LF	35.73	2,965.59	as!	2,965.59		I	0.00	83 '	2,965.59	100.00%	0.00	148.28		
9610 DIRECTIONAL DRILL 16'	60	EA	382.71	22,962.60	so! 22,962.60	0.00	60	22,962.60	100.00%	0.00	1,148.13				
9614  2" JUMPER- MATERIAL	1	EA	1,745.55	1,745.55	1	1,745.55	0.00	1	1,745.55	100.00%	0.00	87.28			
9615  2" JUMPER - INSTALLED	1	EA	219.31	219.31	1	219.31	0.00	1	219.31	100.00%	0.00	10.96			
I
9619  12'' x12'' WET TAP- MATERIAL	2	EA	8,985.44	17,970.88	2	17,970.88	0.00	2	17,970.88	100.00%	0.00	898.54			
9620 12" x12" WET TAP - INSTALLED	2	EA	2,146.07	4,292.14	2
'	4,292.14		!	0.00	2	4,292.14	100.00%	0.00	214.60	
9625  TEST WATER LINES	143	LF	2.25	321.75	1431	321.75		i
i	0.00	143	321.75	100.00%	0.00	16.09	
9629  SAMPLE POINTS -MATERIAL	2	EA	246.10	492.20	2	492.20		I
!	0.00	2	492.20	100.00%	0.00	24.61	
9630  SAMPLE POINTS - INSTALLED	2	EA	536.16	1,072.32	2	1,072.32		!	0.00	2	1,072.32	100.00%	0.00	53.61	
9705 1.25" MILL EXISTING	2,845	SY	5.46	15,533.70	0.00	2,845		15,533.70	2,845	15,533.70	100.00%	0.00	1,553.37		

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
14
2328-14
09/15/24

Item	Description
Contract Qu;Jntity	UOM
Unit Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete

Balance
To Finish	Retainage

9710	ASPHALT FC-9.5 1.25•	4,470	SY	16.96	75,811.20	4,470	75,811.20	0.00	4,470	75,811.20	100.00%	0.00	3,790.56			
9Tl5	ASPHALT 2' S.P 12.5	1,630	SY	17.42	28,394.60	1,630I1 28,394.60	0.00	1,630	28,394.60	100.00%	0.00	1,419.73			
9719	LIMEROCK 16"(FULL DEPTH) - MATERIAL	1,630	SY	10.44	17,014.60	1,6301 17,014.59	0.00	1,630	17,014.59	100.00%	0.01	850.73			
9720	LIMEROCK 16" 0:ULL DEPTH) - INSTALLED	1,630	SY	4.94	8,052.20	1,630	8,052.20	0.00	1,630•	8,052.20	100.00%	0.00	402.61			
97?.4	STABILIZER 12"- MATERIAL	750	SY	5.14	3,855.00	750	3,855.00		!	0.00	750	3,855.00	100.00%	0.00	192.75	
9725	STABILIZER 12"- lNSTALU:D	750	SY	1.81	1,357.50	750,	1,357.50		!	0.00	750	1,357.50	100.00%	0.00	67.87	
97:iO	REMOVE S REPLACE FENCE	193	LF	33.04	6,376.72	193	6,376.72		I
i	0.00	193:	6,376.72	100.00%	0.00	318.83	
9785	5' SI!:€WALK 4" THICK	1,386	LF	35.75	49,549.50	1,386	49,549.50	0.00	1,386 !
I	49,549.50	100.00%	0.00	2,477.47			
97ll0	8' SI!:€WALK 4" THICK	13	LF	56.64	736.32	13	736.32	0.00	13 I	736.32	100.00%	0.00	36.81			
9745	5' WfEEL CHAIR RAMP	2	EA	1,574.01	3,148.02	2	3,148.02		I	0.00	2'
I	3,148.02	100.00%	0.00	157.40	
9750	12 WHEEL CHAIR RAMP	2	EA	3,048.44	6,096.88	2I'	6,096.88		1
I
I I	0.00	2	6,096.88	100.00%	0.00	304.84	
9755	SIGNS &PAVEMENT MARKINGS		LS		21,062.50	I	21,062.50
I
I		I
I	0.00	21,062.50	100.00%	0.00	1,053.12		
9760	R/W GMDING - OFFSITE	8,526	SY	0.81	6,906.06	I
8,526	6,906.06		I	0.00	8,526	6,906.06	100.00%	0.00	345.30	
9765	R/W SOD- OFFStTE	8,528	SY	3.19	27,197.94	0.00	8,526		27,197.94	8,526 I	27,197.94	100.00%	0.00	2,719.79	
9710	SIGNS &PAVEMENT
MARKINGS		LS		20,947.50	20,947.50	0.00	
I	20,947.50	100.00%	0.00	1,047.37			
9775	MOT		LS		30,045.00	15,022.00	15,023.00	30,045.00	100.00%	0.00	2,253.40				
.	Totalfor 14 SDev Neighborhood Prop lm11r	428,504.59	370,749.94	57,754.64	428,504.58	100.00%	0.01	24,312.87
Bil!Group	0900	14iSDev Misc In-Tract Cost		]
9905 SURVEY	LS	37,935.63 I	I	30.348.so I	7,587.13 I	37,935.63 I ,00.00%I	0.00 I	2,276.14 I
-

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
14
2328-14
09/15/24

Item

9910	ASBUILTS		LS		13,547.50	10,838.00	1,354.75	i	12,192.75	90.00%	1,354.75	677.38	
9915	MOBILIZATION		LS		42,925.00	34,340.00	I	8,585.00	42,925.00	100.00%	0.00	2,575.50	
9920	GEOTECH TESTING		LS		61,800.00	49,440.00	!	12,360.00	61,800.00	100.00%	0.00	3,708.00	
9925	LOT TESTING	110	EA	150.00	16,500.00	0.00	0.00	0.00	0.00%	16,500.00	0.00		
9930	ENVIRONMENTAL	LS	4,598.03	I	4,598.03
I	I
I
I	0.00	I	4,598.03	100.00%	0.00	229.90		
9935	S.WP.P.P.	LS	3,750.00	3,000.00	375.00	!	3,375.00	90.00%	375.00	187.50			
T(1talfor 14SDev Misc In-Tract Cost	181,056.16	132,564.53	30,261.88	162,826.41	89.93%	18,229.75	9,654.42

Bill Group	0901	Cf ange Order - Utility Dep
Total for Change Order - Utility Dep	3,712.00	3,712.00	0.00	3,712.00	100.00%	0.00	185.60
BiilGroup	0902	'Cljange Order - Sewer	]
,.  ,,-	·r	-

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
14
2328-14
09/15/24

Balance
To Finish	Retainage

CO#Ol-09 MANHOLE 16-18 ( tABOR ONLY)	-1	LF	1,340.42	-1,340.42	-1	-1,340.42	0.00	-1 i	-1,340.42	100.00%	0.00	-67.02		
CO#Ol-10 DOUBLE LATERAL	-25	LF	999.33	-24,983.25	I
-25I	-24,983.25	:	0.00	-25	-24,983.25	100.00%	0.00	-1,249.16	
CO#Ol-11 CLEAN SANITARY LINES	-775	LF	1.88	-1,457.00	-775!	-1,457.00	0.00	-775	-1,457.00	100.00%	0.00	-72.85		
CO#Ol-12 TEST SANITARY LINES	-775	LF	1.64	-1,271.00	-7751
I	-1,271.00	I	0.00	-775	-1,271.00	100.00%	0.00	-63.55	
CO#Ol-13 T.V. SANITARY LINES	-775	LF	2.06	-1,!i96.50	i
-775i	-1,!i96.50	0.00	-775	-1,596.50	100.00%	0.00	-79.82		
CO#O·l-14 WELL POINTS	-775	LF	16.55	-12,826.25	-7751	-12,826.25	0.00	-775	-12,826.25	100.00%	0.00	-641.31		
Totalfor Change Order. Sewer	-83,609.33	-83,609.33	0.00	-83,609.33	100.00%	0.00	-4.180.44
Bill Group
,
0903	Change Order• Storm Drab,
-	i

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
14
2328-14
09/15/24

J

I	Bill Group	0905
d	.
- Paving	i
.	. .	.J
CO#0-1-24 ASPHALT S.P. 9.5 2" (2 LIFTS)	-147	LF	19.63	-2,005.61	-147	-2,005.61	0.00	-147	-2,005.61	100.00%	0.00	-144.28		
C0#0-1-25 MIAMI C B	-94	LF	20.82	-l,!157.08	-94	-1,!157.08	''	0,00	-94	-1,!157.08	100.00%	0.00	-97.85	
CO#0-1-2612" RIBBON CURB	60	LF	23.23	1,393.80	so'	1,393.80	i
I	0.00	so I	1,393.80	100.00%	0.00	69.69	
CO#0-1-27 8' Wf-EELCHAIR RAMP	1	LF	1,885.11	1,885.11	1 I	1,885.11	l	0.00	1	1,885.11	100.00%	0.00	94.25	
CO#Ol-28 BRICK PAVERS	2,518	LF	12.81	32,255.58	1,8891	24,191.69	I	0.00	1,889 i	24,191.69	75.00%	8,063.89	1,209.58	
CO#Ol-29 Sl S 6PAVEMENT MARKINGS		LF		4,995.19	0.00	0.00	0.00	0.00%	4,995.19	0.00				
CO#Ol-37 UMEROCK AT COST	1,630	LF	24.55	40,016.50	1,6301	40,016.50	0.00	i
1,630	40,016.50	100.00%	0,00	2,000.82		
Total for Change Order - Pavtng	75,703.49	62,644.41	0.00	62,644.41	82.75%	13,059.08	3,132.21
Bill Group
!
0906	Change Oraer - Rough Grae	J

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
14
2328-14
09/15/24

Contract	Unit	Contract	Previous	Current Period	Total	%	Balance
Item	Description	Qu,mtity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage
CO#O·l-34SOD TIE IN	265	LF	3.19	845.35

265
845.35	I	0.00	265 I	845.35	100.00%	0.00	42.27
i 
T(1tal for Change Order - Rough Grading	3,074.15	3,074.15	0.00	3,074.15	100.00%
'Grand Totals
---

APPLICATION AND CERTIFICATE FOR PAYMENT	Invoice#:	2328-5

ToOwner: Landsea Homes	Project	2328. Trinity Gardens 2420 S Lakemont Avenue, Suite 450
Orlando, FL 32814
From Contractor: Blue Ox Enterprises, LLC	Viil,IArchitect: 500 North Way
Sanford, FL 32773
Contract For:
Application No. :	5

PeriodTo:	1/15/2024

Project Nos:

Contract Date:
Distribution to:
CJ	owner
c=J	Architect
i=J	Contractor
c::::J
CJ

CONTRACTOR'S APPLICATION FOR PAYMENT
Application ismade for payment, asshown 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.
CONTRACTOR.	Blue Ox Enterprises, LLC
L·

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

$4?i:,325.59
$0.00
r7f'\,-\
stateo  :	tcx-1met;h'is	/	-
Subscnbed and
Notary Publi·
My Commissi n	.
County of: -e.,VV-:
Of	5,/CAAI-.{_ q--122:-, :i_
Notary Public State of Florida
Heather Frederick
Total Retainage .............. ,............ .

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

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

Balance To Finish, Plus Retainage .........., .....
$472,325.59
$4,250,929.67

$3,743,991.63
$506,938.04

$5,021,746.63
My commir.slon HH 400888
Exp-ees s12,12021
ARCHITECT'S CERTIFICATE FOR PAYMENT	!JiO ,;:: O ..;; ..:C ¥   cCT	 ca: o 	ll,
Inaccordance withthe Contract Documents, based on on-site observations and the data
comprising the abo1.e application, the Architect certifies to the OWner that to the best of the Architect's knowledge, information, and belief, Ire 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.

AMOUNl'CERTIFlED $ 506,938.04
(Attach explanation if amount certified differs from the amount applied. Initial all figures on this Application and on th1 Continua/ion 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.

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
5
2328-5
01/15/24

-

;I

8050 STRIPPINGS	28,016	CY	1.67	46,786.72
!	0.00
'
0.00
'	0.00
0.00
I	0.00

154,935 I	314,518.05
80,780	58,969.40
0.00%
70.00%
70.00%
46,786.72
134,796.06
25,273.33
0.00
31,451.80
5,896.94
I	0.00
I
!	0.00
0.00
0.00
0.00
0.00
I
0.00%
0.00%
0.00%
21,519.30
8,833.20
850.00
0.00
0.00
0.00
8110 TIE IN GRADING	10,216	SY	0.58	5,925.28
I	0.00
'
I	0.00
'
I
i	0.00
I
0.00%
5,925.28
0.00

0.00
I

0.00
I
I
I
I
I
I

0.00

I	0.00

0.00%

18,610.46

0.00
I	0.00
I
I
I
I
I
0.00
0.00
I
0.00%
21,375.00
0.00

Contract:	2328. Trinity Gardens
Application#: Invoice: Date:
5
2328-5
01/15/24

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

8230	SLOPE SOD	10,156	SY	3.19	32,397.64	0.00	0.00	0.00	0.00%	32,397.64	0.00						
8235	SODTIEIN	10,092	SY	3.19	32,193.48	0.00	I	0.00		I	0.00	0.00%	32,193.48	0.00			
8295	RETAINING WALL	12,951	F	32.44	420,130.44	1,880		61,000.00	!
I	0.00	1,880		61,000.00	14.52%	359,130.44	6,100.00	
8300	42" HANDRAIL	3,021	11lF	45.16	136,428.36		i	0.00	0.00	0.00	0.00%	136,428.36	0.00				
8310	DEWATERING		LS		221,765.00	133,059.00	0.00	133,059.00	60.00%	88,706.00	13,305.90						
Totalfor14SDevRoughGrading	2,091,825.80	968,998.19	0.00	968,998.19	48.32%	1,122,827.61	96,899.81
Bill Group	0200
--
14 $Dev Sewer
	·•
104	8" PVC 0-6 SOR 26- MATERIAL	445	111.F	20.22	8,997.90	445'	8,997.90	0.00	445	8,997.90	100.00%	0.00	899.79			
105	8' PVC0-6SOR 26 - INSTALLED	445	11lF	12.62	5,616.90	I	0.00	344	'	4,347.28	344	4,341.28	77.30%	1,274.62	434.13	
109	8' PVC SDR 26- MATERIAL	1,232	1fl.F	20.22	24,911.04	1,232	24,911.04	0.00	1,232 I	24,911.04	100.00%	0.00	2,491.10			
110	8" PVC SOR 26 - INSTALLED	1,232	11-F	14.30	17,617.60	314	4,490.20	256 I		3,660.80	570	8,151.00	46.27%	9,466.60	815.10	
114	8' PVC 8-10 SOR 26 • MATERIAL	943	111.F	20.22	19,067.46	943	19,067.46		i	0.00	943	19,067.46	100.00%	0.00	1,906.75	
115	8' PVC 8-10SOR 26- INSTALLED	943	1tF	17.87	16,851.41	163	2,912.81	469		8,381.03	632	11,293.84	67.02%	5,557.57	1,129.38	
119	8' PVC10-12 SOR 26 • MATERIAL	1,422	11:.F	20.22	28,752.84	1,422	28,752.84		l	0.00	1,422	28,752.84	100.00%	0.00	2,875.28	
120	8"PVC10-12 SOR 26- INSTALLED	1,422	11:F	21.45	30,501.90	I
117'	2,509.65	214	
I	4,590.30	331I	7,099.95	23.28%	23,401.95	710.00	
124	8"PVC12-14 SOR26· MATERIAL	460	11!.F	20.22	9,301.20	460	9,301.20		
!	0.00	460	9,301.20	100.00%	0.00	930.12	
125	8' PVC12-14 SOR 26 •
INSTALLED	460	111F	26.81	12,332.60	1001	2,681.00		'
!	0.00	100
I	2,681.00	21.74%	9,651.60	268.10	
129	8"PVC14-76SOR 26• MATERIAL	556	1CF	20.22	11,242.32	656,	11,242.32		I

!	0.00	556	11,242.32	100.00%	0.00	1,124.23	

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
5
2328-5
01/15/24

Retainage

130	8"PVC14-16 SDR 26 •	556	111.F	31.54	17,536.24	11	346.94			0.00	11 I	346.94	1.98%	17,189.30	34.69	
	INSTALLED								I		I					
134	8"PVC16--18 SDR 26 • MATERIAL	880	1tlF	20.22	17,793.60	I
880	17,793.60		I
!	0.00	880	17,793.60	100.00%	0.00	1,779.36	
135	8"PVC16-18 SDR 26- INSTALLED	880	1(.F	38.30	33,704.00	I	0.00	0.00	0.00	0.00%	33,704.00	0.00				
144	10" PVC16-18 SDR 26-	378	111.F	30.81	11,646.18	3781	11,646.18	0.00	378	11,646.18	100.00%	0.00	1,164.62			
	MATERIAL								I							
145	10'PVC16-18 SDR 26•	378	111.F	38.30	14,477.40	0.00			0.00	I	0.00	0.00%	14,477.40	0.00		
	INSTALLED							I								
154	10"PVC18-20 SDR 26-	22	1llF	30.81	677.82	22	677.82		I	0.00	22	677.82	100.00%	0.00	67.78	
	MATERIAL								I							
155	10" PVC18-20SDR 26 -	22	1tF	44.64	982.08	I	0.00			0.00	I	0.00	0.00%	982.08	0.00	
	INSTALLED					
I			'							
444	MANHOLE 0-6 - MATERIAL	4	12A	5,034.30	20,137.20	I
li	5,034.30	3		15,102.90	41	20,137.20	100.00%	0.00	2,013.72	
445	MANHOLE 0-6 - INSTALLED	4	f.A	536.16	2,144.64	0.00	3		1,608.48	!
3	1,608.48	75.00%	536.16	160.85		
449	MANHOLE 6-8• MATERIAL	6	EA	5,701.99	34,211.94	2	11,403.98	4 I	22,807.96	6	34,211.94	100.00%	0.00	3,421.20			
450	MANHOLE 6-8- INSTALLED	6	f;A	670.20	4,021.20	1	670.20	1 i	670.20	21'	1,340.40	33.33%	2,680.80	134.04			
454	MANHOLE 8-10 • MATERIAL	3	EA	6,643.16	19,929.48	11	6,643.16	2	

I	13,286.32	3	19,929.48	100.00%	0.00	1,992.95	
455	MANHOLE 8-10 - INSTALLED	3	EA	804.24	2,412.72	1 I'	804.24	1	
:	804.24	21
i	1,608.48	66.67%	804.24	160.84	
459	MANHOLE 10-12-MATERIAL	5	f.A	7,195.28	35,976.40	2	14,390.56	3	I	21,585.84	5j	35,976.40	100.00%	0.00	3,597.64	
460	MANHOLE 10-12 - INSTALLED	5	A	1,072.32	5,361.60	1	1,072.32	1		1,072.32	2	2,144.64	40.00%	3,216.96	214.46	
464	MANHOLE 12-14 • MATERIAL	2	EA	7,877.08	15,754.16	1	7,877.08	1 !	7,877.08	2	15,754.16	100.00%	0.00	1,575.42			
465	MANHOLE 12-14 - INSTALLED	2	EA	1,072.32	2,144.64	1	1,072.32	0.00	1	1,072.32	50.00%	1,072.32	107.23			
469	MANHOLE 14-16 - MATERIAL	2	f.A	8,420.21	16,840.42	21
i	16,840.42	0.00	2
I	16,840.42	100.00%	0.00	1,684.04			

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
5
2328-5
01/15/24

Item	Description
Contract Quantity	U()M
Unit Price
Contract Amount
Previous Qty Amount
Current Period
Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

470	MANHOLE14-16-INSTALLE\)	2	EA	1,340.40	2,6B0.80	0.00	0.00	I	0.00	0.00%	2,SB0.80	0.00				
474	MANHOLE16-18 • MATERIAL	6	EA	9,279.21	55,675.26	s:	55,675.26	0.00	6;	55,675.26	100.00%	0.00	5,567.53			
475	MANHOLE16-18- INSTALLED	6	EA	1,340.40	8,042.40	0.00	0.00	0.00	0.00%	8,042.40	0.00					
484	MANHOLE18-20- MATERIAL	1	EA	9,839.04	9,839.04	'
I	0.00	1		9,839.04	1	9,839.04	100.00%	0.00	983.90	
485	MANHOLE18-20- INSTALLEb	1	EA	1,608.47	1,608.47	0.00		'
I	0.00	0.00	0.00%	1,608.47	0.00			
569	SINGLELATERAL- MATERIAL	20	!;:A	595.26	11,905.20	20	11,905.20		
'	0.00	20 !	11,905.20	100.00%	0.00	1,190.52	
570	SINGLELATERAL- INSTALLED	20	EA	322.24	6,444.80	0.00		I
I	0.00	0.00	0.00%	6,444.80	0.00			
574	DOUBLELATERIAL- MATERIAL	71	EA	677.09	48,073.39	11I	48,073.39		
I	0.00	71	48,073.39	100.00%	0.00	4,807.34	
575	DOUBLELATERAL- INSTALLED	71	EA	322.24	22,879.04	I	0.00		I	0.00	I	0.00	0.00%	22,879.04	0.00	
619	8" PVCFORCEMAIN- MATERIAL	1,432	1ilF	32.37	46,353.84	

I	0.00	1,432	!	46,353.84	1,432l	46,353.84	100.00%	0.00	4,636.38	
620	B"PVCFORCEMAIN• INSTALLED	1,432	1[F	8.94	12,802.08	I	0.00		I	0.00	0.00	0.00%	12,802.08	0.00		
630	FORCEMAIN FITTINGS -		1.s		27,584.45	!	0.00	27,584.45	I
I
i	27,584.45	100.00%	0.00	2,758.45			
	MATERIAL															
634	3• GATEVALVE- MATERIAL	1	EA	2,177.66	2,177.66	0.00	
]	
I	2,177.66	1	2,177.66	100.00%	0.00	217.77		
635	8' GATEVALVE - INSTALLED	1	EA	426.95	426.95	0.00		I	0.00	0.00	0.00%	426.95	0.00			
689	8' x 8" WETTAP- MATERIAL	1	EA	4,849.99	4,849.99	I	0.00	1		4,849.99	1	4,849.99	100.00%	0.00	485.00	
690	8" x 8' WET TAP- INSTALLED	1	EA	1,847.54	1,847.54	I
I	0.00	0.00	I I	0.00	0.00%	1,847.54	0.00			
699	AIRRELEASEVALVE·	1	E:A	4,299.35	4,299.35	I	0.00	1		4,299.35	1	4,299.35	100.00%	0.00	429.94	
	MATERIAL					I			i							
700	AlR RELE:ASEVALVE• INSTALLED	1	EA	580.02	580.02	0.00		'	0.00	0.00	0.00%	5B0.02	0.00			
719	LIFTSTATION- MATERIAL		.LS		460,597.05	I 460,597.05		I	0.00	
I	460,597.05	100.00%	0.00	46,059.71		

Contract:	2328. Trinity Gardens
Application#: Invoice: Date:
5
2328-5
01/15/24

Item

720	LIFT STATION - INSTALLED		LS		307,954.67	I	0.00	0.00	0.00	0.00%	307,954.67	0.00			
725	CLEAN SANITARY LINES	6,335	1kF	1.88	11,909.80	0.00	0.00	0.00	0.00%	11,909.80	0.00				
730	TEST SANITARY LINES	6,335	11lF	1.64	10,389.40	0.00	0.00	0.00	0.00%	10,389.40	0.00				
735	TEST FORCEMAIN LINES	1,432	I1!.F	1.64	2,348.48	0.00	I
I	0.00	0.00	0.00%	2,348.48	0.00			
740	T.V. SANITARY LINES	6,335	1(F	2.06	13,050.10	0.00	I	0.00	:	0.00	0.00%	13,050.10	0.00		
759	DROP CONNECTION - MATERIAL	2	EA	1,266.03	2,532.06	2i
'	2,532.06	
:	0.00	2 I	2,532.06	100.00%	0.00	253.21	
760	DROP CONNECTION - INSTALLED	2	l;:A	815.25	1,630.50	0.00	0.00	0.00	0.00%	1,630.50	0.00				
805	WELL POINTS	6,335	1ILF	16.55	104,844.25	0.00	0.00	0.00	0.00%	104,844.25	0.00				
Totalfor 14 SDev Sewer	1,624,270.48	789,922.50	200,893.08	990,815.58	61.00%	633,454.90	99,081.57

1545	18" RCP - INSTALLED	2,945	11lF	16.71	49,210.95		0.00	1,178 ! 19,884.38	1,178I	19,684.38	
1579	24" RCP - MATERIAL	1,879	11'.F	77.20	145,058.80	1,879	145,058.80	0.00	1,879	145,058.80	
1580	24' RCP- INSTALLED	1,879	11lF	17.61	33,089.19	i	0.00	563	9,914.43	563i	9,914.43	

13,183.50	470 I	13,183.50	16.17%	68,329.80	1,318.35	
	I					
0.00	1,463 I	307,771.31	100.00%	0.00	30,W.13	

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
5
2328-5
01/15/24

Item	Description
Contract Quantity U()M
Unit
Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
ToFinish	Retainage

1685	42" RCP- INSTALLED	1,463	11:F	36.50	53,399.50	0.00	I	0.00	0.00	0.1)0%	53,399.50	0.00			
2069	12" HOPE- MATERIAL	50	1 F	21.69	1,084.50	I
soi	1,084.50	0.00	50	1,084.50	100.00%	0.00	108.45		
2070	12" HOPE- INSTALLED	50	1llF	13.40	670.00	0.00	'	0.00	
I	0.00	0.00%	670.00	0.00		
2504	STORM MANHOLE- MATERIAL	14	EA	4,137.20	57,920.80	5	20,686.00	9	37,234.80	14 i	67,920.80	100.00%	0.00	5,792.08	
2505	STORMMANHOLE- INSTALLED	14	EA	941.49	13,180.86	
I	0.00	5 ,I	4,707.45	5	4,707.45	35.71%	8,473.41	470.75	
2689	J MANHOLE- MATERIAL	11	EA	8,535.71	93,892.81	5!	42,678.55	6	51,214.26	11	93,892.81	100.00%	0.00	9,389.29	
2690	J MANHOLE - INSTALLED	11	EA	1,135.55	12,491.05	
I	0.00	3 '	3,406.65	31	3,406.65	27.27%	9,084.40	340.67	
2749	12" MES - MATERIAL	1	EA	386.48	386.48	0.00	1 I
!	386.48	1 :	386.48	100.00%	0.00	38.65		
2750	12" MES - INSTALLED	1	EA	363.77	363.77	I'
!	0.00	0.00	0.00	0.00%	363.77	0.00			
2754	18" MES - MATERIAL	2	E:A	878.90	1,757.80	0.00	2 I	1,757.80	21	1,757.80	100.00%	0.00	175.78		
2755	18' MES - INSTALLED	2	EA	465.41	930.82	0.00	0.00	0.00	0.00%	930.82	0.00				
2759	24" MES- MATERIAL	3	EA	1,138.90	3,416.70	
I	0.00	3 i	3,416.70	3	3,416.70	100.00%	0.00	341.67	
2760	24" MES- INSTALLED	3	EA	609.86	1,829.58	I
I	0.00	I	0.00	

I	0.00	0.00%	1,829.58	0.00	
2764	30" MES - MATERIAL	3	1.:A	2,940.36	8,821.08	0.00	3 I	8,821.08	al	8,821.08	100.00%	0.00	882.11		
2765	30" MES - INSTALLED	3	E:A	754.31	2,262.93	0.00	I	0.00	0.00	0.00%	2,262.93	0.00			
2769	36" MES - MATERIAL	1	EA	3,948.30	3,948.30	I	0.00	1	3,948.30	1	3,948.30	100.00%	0.00	394.83	
2770	36" MES - INSTALLED	1	E:A	754.31	754.31	0.00	0.00	I	0.00	0.00%	754.31	0.00			
2774	42" MES - MATERIAL	1	EA	4,874.56	4,874.56	0.00	1 I	4,874.56	1	4,874.56	100.00%	0.00	487.46		
2775	42" MES - INSTALLED	1	EA	842.04	842.04	0.00	I
I	0.00	0.00	0.00%	842.04	0.00			
2989	P-51NLET - MATERIAL	20	f,:A	5,133.33	102,666.60	151	76,999.95	5 I	25,666.65	20	102,666.60	100.00%	0.00	10,268.67	
2990	P-5INI.ET-INSTALLED	20	f::A	1,367.98	27,359.60	I	0.00	41	5,471.92	4:	5,471.92	20.00%	21,887.68	547.19	

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
5
2328-5
01/15/24

Item	Description
Contract Quantity	U()M
Unit Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
ToFinish	Retainage

3019	P-6INLET - MATERIAL	20	EA	5,665.15	113,303.00	12!	67,981.80	8		45,321.20	20	113,303.00	100.00%	0.00	11,330.30	
3020	P-6INI.ET -1NSTALLED	20	EA	1,247.77	24,955.40	0.00	4		4,991.08	4!	4,991.08	20.00%	19,964.32	499.11		
3204	Hl IN..ET • MATERIAL	3	1;1:A	10,477.86	31,433.58	1	10,477.86	2		20,955.72	3	31,433.58	700.00%	0.00	3,143.36	
3205	Hl IN..ET- INSTALLED	3	f.A	1,553.32	4,659.96	I	0.00	1		1,553.32	1	1,553.32	33.33%	3,106.64	155.33	
3234	TYPE CINLET·MATERIAL	6	EA	3,367.12	20,202.72	21	6,734.24	4		13,468.48	6	20,202.72	100.00%	0.00	2,020.27	
3235	TYPE CINLET - INSTALLED	6	EA	894.49	5,366.94	0.00	0.00	I
I	0.00	0.00%	5,366.94	0.00				
3289	TYPE E INLET·MATERIAL	8	!EA	4,245.08	33,960.64	21	8,490.16	6		25,470.48	8	33,960.64	100.00%	0.00	3,396.07	
3290	TYPE E INLET·INSTALLED	8	!;A	711.61	5,692.88	0.00		'
I	0.00	0.00	0.00%	5,692.88	0.00			
3349	TYPE HINLET·MATERIAL	2	EA	7,576.51	15,153.02	!	0.00	2		15,153.02	2	15,153.02	100.00%	0.00	1,515.30	
3350	TYPE HINLET - INSTALLED	2	.EA	711.61	1,423.22	0.00		I I	0.00	i	0.00	0.00%	1,423.22	0.00		
3564	C OONTROL STRUCTURE • MATERIAL	1	EA	4,690.47	4,690.47	I
I
I	0.00	1	
!	4,690.47	1	4,690.47	100.00%	0.00	469.05	
3565	C OONTROL STRUCTURE • INSTALLED	1	SA	1,018.65	1,018.65	
i	0.00		I	0.00	0.00	0.00%	1,018.65	0.00		
3567	RIP RAP• MATERIAL	6	SY	60.40	362.40	!	0.00		i	0.00	I I	0.00	0.00%	362.40	0.00	
3568	RIP RAP - INSTALLED	6	SY	24.43	146.58	0.00	0.00	

I	0.00	0.00%	146.58	0.00				
3855	CLEAN STORM	9,980	1[F	2.88	28,742.40	
I	0.00		I	0.00	0.00	0.00%	28,742.40	0.00		
3860	T.V. STORM	9,980	111.F	1.88	18,762.40	I	0.00	0.00	

'I	0.00	0.00%	18,762.40	0.00			
3910	WELLPOINTS	4,078	1LF	16.55	67,490.90	
I	0.00	0.00	I	0.00	0.00%	67,490.90	0.00			
Total for 14SDevStormDrain	2,085,374.44	1,an,373.68	325,292.73	1,696,666.41	81.36%	388,708.03	169,666.68

BillGroup	0400	14 SDev Dbmestic Water

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
5
2328-5
01/15/24

Item	Description
Contract Quantity	U()M

5514	4" PVC - MATERIAL	820	11lF	10.50	8,610.00	820	8,610.00	
I	0.00	820 '	8,610.00	100.00%	0.00	861.00	
5515	4' PVC - INSTALLED	820	11lF	8.94	7,330.80	0.00	i	0.00	0.00	0.00%	7,330.80	0.00			
5519	6' PVC - MATERIAL	590	11lF	19.61	11,569.90	590	11,569.90	0.00	590 I	11,569.90	100.00%	0.00	1,156.99		
5520	6" PVC - INSTALLED	590	111F	8.94	5,274.60	0.00	0.00	I	0.00	0.00%	5,274.60	0.00			
5524	8' PVC- MATERIAL	280	111F	34.17	9,567.60	2001	9,567.60	0.00	280	9,567.60	100.00%	0.00	956.76			
5525	8" PVC- INSTALLED	280	1(!.F	8.94	2,503.20	0.00	I	0.00	0.00	0.00%	2,503.20	0.00			
5529	10' PVC-MATERIAL	740	1C.F	49.10	36,334.00	7401 36,334.00	0.00	740	36,334.00	100.00%	0.00	3,633.40			
5530	10' PVC-INSTALLED	740	111F	10.73	7,940.20	0.00	:	0.00	I	0.00	0.00%	7,940.20	0.00		
5534	12" PVC·MATERIAL	3,830	11l.F	67.29	257,720.70	3,830  257,720.70	0.00	3,830	257,720.70	100.00%	0.00	25,772.07			
5535	12" PVC-INSTALLED	3,830	tll.F	10.73	41,095.90	0.00	I I	0.00	0.00	0.00%	41,095.90	0.00			
5614	WM SINGLE SERVICE- MATERIAL	24	EA	534.10	12,818.40	I  12,818.40
241	
I	0.00	24
I	12,818.40	100.00%	0.00	1,281.84		
5615	WM SINGLE SERVICE- INSTALLED	24	EA	268.08	6,433.92	I	0.00	
I	0.00	0.00	0.00%	6,433.92	0.00			
5619	WM DOUBLE SERVICE - MATERIAL	44	EA	1,040.33	45,774.52	44	45,774.52	f
I	0.00	44	45,774.52	100.00%	0.00	4,577.45		
5620	WM DOUBLE SERVICE - INSTALLED	44	A	268.08	11,795.52	I	0.00
I	

I	0.00	I	0.00	0.00%	11,795.52	0.00		
5626	WATER FITTINGS - MATERIAL		LS		59,127.79	59,127.79	0.00	59,127.79	100.00%	0.00	5,912.78				
5634	4' GATE VALVE- MATERIAL	3	EA	1,214.34	3,643.02	3'	3,643.02
I	I
i	0.00	31	3,643.02	100.00%	0.00	364.30		
5635	4' GATE VALVE - INSTALLED	3	M	263.18	789.54	0.00	0.00	0.00	0.00%	789.54	0.00				
5644	6" GATE VALVE - MATERIAL	4	EA	1,642.76	6,571.04	41	6,571.04	0.00	'
41	6,571.04	100.00%	0.00	657.10			
5645	6" GATE VALVE - INSTALLED	4	EA	263.18	1,052.72	0.00	I	0.00	0.00	0.00%	1,052.72	0.00			

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
5
2328-5
01/15/24

Item	Description
Contract Quantity	U()M
Unit Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

5654	8' GATE VALVE - MATERIAL	2	6A	2,255.35	4,510.70	2!I	4,510.70	0.00	2 I	4,510.70	100.00%	0.00	451.07		
5655	8" GATE VALVE - INSTALLED	2	EA	307.04	614.08	I	0.00	0.00	I	0.00	0.00%	614.08	0.00		
5659	10" GATE VALVE - MATERIAL	2	EA	3,198.44	6,396.88	2	6,396.88	0.00	2	6,396.88	100.00%	0.00	639.69		
5660	10' GATE VALVE - INSTALLED	2	EA	307.04	614.08	0.00	!
I	0.00	0.00	0.00%	614.08	0.00			
5664	12" GATE VALVE - MATERIA	16	EA	3,707.23	59,315.68	161
I	59,315.68	I	0.00	16	59,315.68	100.00%	0.00	5,931.57	
5665	12" GATE VALVE - INSTALLED	16	EA	350.90	5,614.40	I	0.00	0.00	i	0.00	0.00%	5,614.40	0.00		
5689	FIRE HYDRANT - MATERIAL	9	EA	6,897.58	62,078.22	9'	62,078.22	
I	0.00	9	62,078.22	100.00%	0.00	6,207.82	
5690	FIRE HYDRANT - INSTALLED	9	EA	1,184.29	10,658.61	0.00	I
i	0.00	0.00	0.00%	10,658.61	0.00			
5694	2' BLOW OFF - MATERIAL	6	EA	1,167.78	7,006.68	0!	7,006.68
I	!	0.00	6:	7,006.68	100.00%	0.00	700.67		
5695	2'' BLOW OFF - INSTALLED	6		307.04	1,842.24	0.00	:	0.00	0.00	0.00%	1,842.24	0.00			
5699	AIRRELEASE VALVE -	4	EA	3,607.59	14,430.36	0.00	4 I	14,430.36	4	14,430.36	100.00%	0.00	1,443.04		
	MATERIAL						I								
5700	AlR RELEASE VALVE -	4	!;[A	580.02	2,320.08	0.00	0.00	I	0.00	0.00%	2,320.08	0.00			
	INSTALLED							I							
5760	TEST WATER LINES	6,260	1tF	2.25	14,085.00	0.00	'	0.00	0.00	0.00%	14,085.00	0.00			
5775	SAMPLE POINTS - MATERIAL	7	EA	246.10	1,722.70	0.00	I
!	0.00	0.00	0.00%	1,722.70	0.00			
5776	SAMPLE POINTS - INSTALLED	7	EA	536.16	3,753.12	0.00	;	0.00	i	0.00	0.00%	3,753.12	0.00		
Total for 14 SDev Domestic Water	730,916.20	591,045.13	14,430.36	605,475.49	82.84%	125,440.71	60,547.55
BillGroup	0500	14 $Dev Recycled Water
I

.<I

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
5
2328-5
01/15/24

Item	Description
Contract Quantity	UOM
Unit Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

6089	RM SINGLE SERVICE -	18	!;,A	490.24	8,824.32	18	8,824.32	
I	0.00	18 I	8,824.32	100.00%	0.00	882.43	
	MATERIAL									I					
6090	RM SINGLE SERVICE -	18	EA	311.94	5,614.92		0.00	
I	0.00	0.00	0.00%	5,614.92	0.00		
	INSTALLED					I		l							
6092	RM DOUBLE SERVICE •	46	EA	996.47	45,837.62	4 I
6,	45,837.62	I	0.00	46	45,837.62	100.00%	0.00	4,583.76	
	MATERIAL														
6093	RM DOUBLE SERVICE - INSTALLED	46	EA	311.94	14,349.24	0.00	
I	0.00	I
I	0.00	0.00%	14,349.24	0.00		
6094	1"IRRIGATION SERVICE - MATERIAL	1	EA	963.00	963.00	l
I	963.00	i
I	0.00	1	963.00	100.00%	0.00	96.30	
6095	1"IRRIGATION SERVICE - INSTALLED	1	EA	268.10	268.10	'	0.00	I
!
I	0.00	
I	0.00	0.00%	268.10	0.00	
6099	1.5"IRRIGATION SERVICE- MATERIAL	1	EA	998.31	998.31	1	998.31	i	0.00	1 I	998.31	100.00%	0.00	99.83	
6100	1.5' IRRIGATION SERVICE -	l	!;:A	311.94	311.94		0.00	I
I
:	0.00	0.00	0.00%	311.94	0.00		
	INSTALLED					I									
6116	RECLAIM FITTINGS - MATERIAL	1	EA	40,664.99	40,664.99	1:	40,664.99	0.00	1	40,664.99	100.00%	0.00	4,066.50		
6129	6" GATE VALVE - MATERIAL	29	EA	1,598.90	46,368.10	29	46,368.10	•'	0.00	29 \	46,368.10	100.00%	0.00	4,636.81	
6130	6" GATE VALVE- INSTALLED	29	EA	307.04	8,904.16	I	0.00	I	0.00	0.00	0.00%	8,904.16	0.00		
6164	2" BLOW OFF - MATERIAL	9	EA	717.33	6,455.97	91	6,455.97	'	0.00	91	6,455.97	100.00%	0.00	645.60	
6165	2" BLOW OFF - INSTALLED	9	EA	307.04	2,763.36	/	0.00	0.00	!	0.00	0.00%	2,763.36	0.00			
6204	6' X 6" WETTAP - MATERIA	1	EA	3,808.99	3,808.99	1	3,808.99	I	0.00	1:	3,808.99	100.00%	0.00	380.90	
6205	6" X 6" WET TAP - INSTALLED	1	EA	2,134.82	2,134.82	!
!	0.00	:
i	0.00	0.00	0.00%	2,134.82	0.00		
6209	AIR RELEASE VALVE-	4	EA	3,607.59	14,430.36		0.00	I
4'	14,430.36	4'	14,430.36	100.00%	0.00	1,443.04	
	MATERIAL					i									
6210	AIRltLEASE VALVE·	4	EA	580.02	2,320.08	i
'	0.00	0.00	I	0.00	0.00%	2,320.08	0.00		
	INSTALLED														

Contract:	2328. Trinity Gardens
Application#: Invoice: Date:
5
2328-5
01/15/24

Item

6225	TEST RECLAIM LINES	6,179	1flF	2.25	13,902.75	
'	0.00	
I	0.00	0.00	0.00%	13,902.75	0.00		
6240	TIE TOEXISTING	1	A	1,780.40	1,780.40	I'
I	0.00	I
i	0.00	

I	0.00	0.00%	1,780.40	0.00	
Total for 14 SDev Recycled Water	397,111.88	275,091.49	14,430.36	289,521.85	72.91%	107,590.03	28,952.19

BillGroup	0600	14 SOev Street Paving
-
6505 ASPHALT S.P 9.51' 1ST LIFT	19,245	SY	19.63	377.779.35
6630 TRAIL/LIMEROCK 6" •	311	SY	3.86	1,200.46 INSTALLED
0.00

0.00
i	0.00
0.00
0.00
I

0.00
0.00
0.00
I	0.00
I

0.00
0.00%
0.00%
0.00%

0.00%
377,779.35
4,114.53
3,688.46

1,200.46
0.00
0.00
0.00

0.00
6634 LIMEROCK 8" • MATERIAL	19,245	SY	15.81	304,263.45
6635 LIMEROCK 8' -INSTALLED	19,245	$Y	4.94	95,070.30
I	0.00
0.00
i	0.00
0.00
I	0.00
0.00
0.00%
0.00%
304,263.45
95,070.30
0.00
0.00
6689  STABILIZER 12" • MATERIAL	24,024	SY	5.14	123,483.36
6690  STABILIZER 12" - INSTALLED	24,024	SY	1.81	43,483.44
6700 TYPE F CURB SPILLOUT	1,660	1P.F	23.76	39,441.60
I	0.00
I	0.00
'
0.00

0.00
I
0.00
0.00
'	0.00

0.00
I	0.00
I	0.00
0.00

I	0.00
I
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
123,483.36
43,483.44
39,441.60
237,139.80
1,161.50
117,018.72
0.00
0.00
0.00
0.00
0.00
0.00
!	0.00
I	0.00
i	0.00
0.00%
989.31
0.00
6815  8' SIDEWALK 4" THICK	685	11lF	56.64	38,798.40
6870 5' WI-EEL CHAIR RAMP	18	!;'.A	1,574.01	28,332.18
'	0.00
0.00
I
I
'
0.00
0.00
0.00
0.00
I
0.00%
0.00%
38.798.40
28,332.18
0.00
0.00

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
5
2328-5
01/15/24

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	U()M	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	Tofinish	Retainage	

6880	8' WI-EELCHAIRRAMP	4	!;A	1,885.11	7,540.44	0.00	!	0.00	I	0.00	0.00%	7,540.44	0.00	
6885	CONCRETEAPRON	230	F	20.31	4,671.30	0.00
I	0.00	0.00	0.00%	4,671.30	0.00			
6940	PAVERS	1,990	SF	12.81	25,491.90	I
!	0.00	0.00	I	0.00	0.00%	25,491.90	0.00		
6945	SIGNS 6 PAVEMENT MARKINGS	LS	32,858.50	0.00	i	0.00	I
I	0.00	0.00%	32,858.50	0.00			
Totalfor 14 SDevStreetPaving	1,486,527.00	0.00	0.00	0.00	0.00%	1,486,527.00	0.00

!

Total for 14SDevDirtImportExport	247,089.75	92,645.55	0.00	92,645.55	37.49%	154,444.20	9,264.56

BillGroup	0800	14 $Dev N ighborhood Pro1
'

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
5
2328-5
01/15/24

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	U()M	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

9509	30" RCP• MATERIAL	147	1 F	116.47	17,121.09	·1	17,121.09	0.00	147	17,121.09	100.00%	0.00	1,712.11			
9510	30' RCP - INSTALLED	147	1tF	35.74	5,253.78	0.00	0.00	0.00	0.00%	5,253.78	0.00					
9514	30" MES - MATERIAL	2	J;:A	2,940.36	5,880.72	0.00	0.00	0.00	0.00%	5,880.72	0.00					
9515	30" MES - INSTALLED	2	gA	754.31	1,508.62	0.00	0.00	0.00	0.00%	1,508.62	0.00					
9519	1YPE CINLET• MATERIAL	1	EA	3,380.11	3,380.11	0.00	0.00	0.00	0.00%	3,380.11	0.00					
9520	1YPE CINLET - INSTALLED	1	EA	718.71	718.71	0.00	0.00	0.00	0.00%	718.71	0.00					
9525	TIE IN TO EXISTING	1	1;:A	5,596.47	5,596.47	0.00	0.00	0.00	0.00%	5,596.47	0.00					
9530	CLEAN STORM	185	1tF	2.88	532.80	0.00	0.00	0.00	0.00%	532.80	0.00					
9535	T.V. STORM	185	1llF	1.88	347.80	0.00	0.00	0.00	0.00%	347.80	0.00					
9540	WELL POINTS	185	1llF	16.55	3,061.75	0.00	0.00	0.00	0.00%	3,061.75	0.00					
9604	12' PVC - MATERIAL	83	111F	80.18	6,654.94	83	6,654.94	0.00	83	6,654.94	100.00%	0.00	665.49			
9605	12" PVC - INSTALLED	83	1tF	35.73	2,965.59	0.00	0.00	0.00	0.00%	2,965.59	0.00					
9610	DIRECTIONAL DRILL 16'	60	EA	382.71	22,962.60	0.00	0.00	0.00	0.00%	22,962.60	0.00					
9614	2" JUMPER·MATERIAL	1	12A	1,745.55	1,745.55	1 '	1,745.55	0.00	1 i	1,745.55	100.00%	0.00	174.56			
9615	2" JUMPER- INSTALLED	1	J;:A	219.31	219.31	0.00	0.00	0.00	0.00%	219.31	0.00					
9619	12" x 12' WET TAP·MATERIAL	2	1::A	8,985.44	17,970.88	2	17,970.88	T	0.00	2	17,970.88	100.00%	0.00	1,797.09		
9620	12" x12" WETTAP- INSTALLED	2	EA	2,146.07	4,292.14	0.00	0.00	0.00	0.00%	4,292.14	0.00					
9625	TEST WATER LINES	143	1[F	2.25	321.75	0.00	0.00	0.00	0.00%	321.75	0.00					
9629	SAMPLE POINTS -MATERIAL	2	EA	246.10	492.20	0.00	0.00	0.00	0.00%	492.20	0.00					
9630	SAMPLE POINTS- INSTALLED	2	1;:A	536.16	1,072.32	0.00	0.00	"T
I
L	0.00	0.00%	1,072.32	0.00				
9705	1.25" MILL EXISTING	2,845	SY	5.46	15,533.70	0.00	0.00	0.00	0.00%	15,533.70	0.00					

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
5
2328-5
01/15/24

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	U()M	Price	Amount	Qty  Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

9710	ASPHALT FC-9.51.25'	4,470	SY	16.96	75,811.20	0.00	I	0.00	0.00	0.00%	75,811.20	0.00			
9715	ASPHALT 2' S.P12.5	1,630	$Y	17.42	28,394.60	0.00	0.00	
I	0.00	0.00%	28,394.60	0.00			
9719	LIMEROCK 16"(FULL DEPTH) -	1,630	SY	10.44	17,014.60		0.00	0.00	!	0.00	0.00%	17,014.60	0.00		
	MATERIAL					:									
9720	LIMEROCK 16" (FULL DEPTH) -	1,630	$Y	4.94	8,052.20	I I	0.00	I	0.00	0.00	0.00%	8,052.20	0.00		
	INSTALLED							
I							
9724	STABILIZER 12' - MATERIAL	750	$Y	5.14	3,855.00	0.00	I	0.00	

I	0.00	0.00%	3,855.00	0.00		
9725	STABILIZER 12" - INSTALLED	750	$Y	1.81	1,357.50	1
i	0.00	0.00	0.00	0.00%	1,357.50	0.00			
9730	REMOVE 6 REPLACE FENCE	193	1 F	33.04	6,376.72	I	0.00	

I	0.00	0.00	0.00%	6,376.72	0.00		
9735	5' SICEWALK 4" THICK	1,386	1P.F	35.75	49,549.50	0.00	I
!	0.00	I
I	0.00	0.00%	49,549.50	0.00		
9740	8' SICEWALK 4' THICK	13	1nF	56.64	736.32	0.00	0.00	I	0.00	0.00%	736.32	0.00			
9745	5' WHEEL CHAIR RAMP	2	1;:A	1,574.01	3,148.02	i	0.00	
I I	0.00	0.00	0.00%	3,148.02	0.00		
9750	12 WHEEL CHAIR RAMP	2	l;:A	3,048.44	6,096.88	
'	0.00	i	0.00	'	0.00	0.00%	6,096.88	0.00	
9755	SIGNS 6 PAVEMENT
MARKINGS		.lS		21,062.50	I	0.00	0.00	0.00	0.00%	21,062.50	0.00			
9760	R/W GRADING • OFFSITE	8,526	SY	0.81	6,906.06	I
I
l	0.00	0.00	0.00	0.00%	6,908.06	0.00			
9765	R/W SOD - OFFSITE	8,526	$Y	3.19	27,197.94	0.00	0.00	I
I	0.00	0.00%	27,197.94	0.00			
9770	SIGNS SPAVEMENT MARKINGS		J.S		20,947.50	0.00	0.00	
I
I	0.00	0.00%	20,947.50	0.00			
9775	MOT		LS		30,045.00	i	0.00	
I
'	0.00	I	0.00	0.00%	30,045.00	0.00	
Totalfor 14SDev Neighborhood Prop lmpr	428,504.59	46,455.70	0.00	46,455.70	10.84%	382,048.89	4,645.57

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
5
2328-5
01/15/24

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	U()M	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

9910	ASBUILTS		l,.S		13,547.50	I	0.00	0.00	0.00	0.00%	13,547.50	0.00		
9915	MOBILIZATION		LS		42,925.00	6,438.00	4,293.00	10,731.00	25.00%	32,194.00	1,073.10			
9920	GEOTECH TESTING		LS		61,800.00	6,180.00	3,090.00	9,270.00	15.00%	52,530.00	927.00			
9925	LOT TESTING	110		150.00	16,500.00	0.00	0.00	0.00	0.00%	16,500.00	0.00			
9930	ENVIRONMENTAL		LS		4,598.03	I
i	459.80	460.00	919.80	20.00%	3,678.23	91.98		
9935	S.W.P.P.P.		LS		3,750.00	I	0.00	
I
I	375.00	375.00	10.00%	3,375.00	37.50	
Total for 14 SDev Misc In-Tract Cost	181,056.16	24,458.49	8,218.00	32,676.49
18.05%	148,379.67	3,267.66

Grand Totals
9,272,676.30	4,159,990.73	563,264.53	4,723,255.26	50.94%	4,549,421.04	472,325.59

APPLICATION AND CERTIFICATE FOR PAYMENT	Invoice #:  2328-12

ToOwner.	Landsea Homes
2420 S Lakemont Avenue, Suite 450

Orlando, FL 32814
From Contractor.	Blue Ox Enterprises, LLC
500 North Way
Sanford, FL 32773
Project:	2328. Trinity Gardens	Applic:ation No.:	12

PeriodTo:	8/15/2024

ViaArchitect:

ProjectNos:
Distribution to :
Ownar c::::J Architect c::::J Contractor c::::J
c::J
ContractFor.	Contract Date:

CONTRACTOR'S APPLICATION FOR PAYMENT
Application is made for payment, as shown below, in connection with the Contract. Continuation Sheet is attached.

Original Contract Sum ....................... .
Net Change By Change Order ................... .
Contract Sum To Date ......................... .

$9,272,676.30
-$25,718.75
$9,246,957.55
The undersigned Contractor certifies that to the best of the Contractor's knowledge, information, and belief, the work covered by this Application for Payment has been completed in accordance with the Contract Documents. That all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the Owner, and that current payment shown herein is now due.

CONTRACTOR:	Blue Ox Enterprises, LLC
Total Completed and Stored To Date .............. .

Retainage:
$8,716,291.94
By:		W	
_Date: 8/16/2024
·	10.00% of Completed Work

b.	0.00% of Stored Material

$871,629.32
$0.00
State of: T::(0v-;'	J G;V'-
Subscriabrneds Jrn tobefor	e Notary Pu • .
My Comm1ssi	xpires:	•
County of: s """2/ l..e
of~	<)(.,	'?O'LC(
Total Retainage .......................... .

Total Earned Less Retainage ............. .
$871,629.32

$7,844,662.62
Notary Public State of Florida
		Heather Frederick
:	MY CdiiiiiilSSIOII PIPI 400888
ARCHITECrS CERTIFICATE FOR PAYMENT	oExpires 5121/2027

Less Previous Certificates For Payments ..... .
Current Payment Due ........................ . 9B. alance To Finish, Plus Retainage	,

$7,434,068.81
$410,593.81

$1,402,294.93
In a=rdance with the Contract Documents, basedon on-site observati Qi,,3Pllc la¥  tlll v  e;  e  u  u	Q
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 a=rdance with the Contract Documents, and the Contractor is entitled lo payment of the AMOUNT CERTIFIED.

AMOUNT CERTIFIED	$410,593.81

(Attach explanation if amount certified differs from the amount applied. Initial all figures onthis Application and on tha Continuation Sheet Iha/ are changed to conform with the amount certined,)

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 lo any rights of the Owner or Contractor under this Contract.

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
12
2328-12
08115124

	Contract		Unit	Contract	Previous	Current Period		Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

BiUGroup	0100	14 SOev Rough Grading
-	-
8005	INLETPROTECTION	58	EA	129.79	7,527.82
58!	7,527.82
0.00
58	7,527.82
100.00%
0.00
752.78
8010	TREEPROTECTION	14,190	LF	6.32	89,680.80

14,190!	89,680.80

I	0.00

14,190

89,680.80

100.00%

0.00

8,988.08
8020	SILTFENCE

8025	DOUBLE SILTFENCE
8,740	LF	1.40	12,236.00

6,867	LF	2.82	19,384.94
I
8,740

6,867
12,238.00

19,364.94
I
0.00

I	0.00
8,740
!
6,867 I
12,238.00

19,384.94
100.00%

100.00%
0.00

0.00
1,223.60

1,938.49
8035	CLEARING CHIP6 HAUL	36	ACR	7,782.50	280,170.00
36	280,170.00
I
I	0.00
36 '
280,170.00
100.00%
0.00
28,017.00
8050	STRIPPINGS	28,016	CY	1.67	46,786.72

8055	EXCAVATION	221,337	CY	2.03	449,314.11

8070	EMBANKMENT	115,401	CY	0.73	84,242.73

8071	PADGRADING	110	EA	195.63	21,519.30
28,0161	46,786.72

221,3371	449,314.11

115,401 [	84,242.73

1101	21,519.30
I	0.00

0.00

0.00
I	0.00
28,016	46,786.72

221,337 '	449,314.11

115,401	84,242.73

110	21,519.30
100.00%

100.00%

100.00%

100.00%
0.00

0.00

0.00

0.00
4,678.67

44,931.40

8,424.27

2.151.93
8085	POND GRADING
12,990	SY	0.68	8,833.20
I
12,soo:
8,833.20
!	0.00
12,990	8,833.20
100.00%
0.00
883.32
8090	SWALE GRADING	1,250	SY	0.68	850.00
0.00
1.250 1	850.00
1,250	850.00
100.00%
0.00
85.00

8110	TIEIN GRADING	10,218	SY	0.58	5,925.28

8,173	4,740.22
2,043 I

1,185.06

10,218	5,925.28

100.00%

0.00

592.53

8115	RJWGRAOING	17,520	SY	0.58	10,161,60

8135	SLOPE GRADING	10,156	SY	0.60	6,093.60

14,016	8,129.28

I	0.00

3,504 I	2,032.32

10,156	6,093.60
11,s20 I	10,161.60

10,1561	6,093.60

100.00%

100.00%

0.00

0.00

1,016.16

609.38
8180	PONO SOD	12,990	SY	3.19	41,438.10
!	0.00
875 !

2,791.25
875 !

2,791.25

6.74%

38,848.85

279.13
8185	SWALE SOD	1,250	SY	3.19	3,887.60

8190	R/WSOO	5,834	SY	3.19	18,810.46
I	0.00
!
l	0.00
0.00

5,834 I	18,610.46
0.00

5,834	18,610.46
0.00%

100.00%
3,987.50

0.00
0.00

1,861.05

8205	SEEDS MULCH	19	ACR	1,125.00	21,375.00

!	0.00

19	21,375.00
I

19	21,375.00

100.00%

0.00

2,137.50

8210	MULCH PATH	2,260	SY	48.13	108,773.80	!	0.00	I	0.00		0.00	0.00%	108,773.80	0.00	
8220	STRIP SOD	3,768	SY	3.19	12,019.92		0.00	3,768 i	12,019.92	3,768 I	12,019.92	100.00%	0.00	1,201.99	

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
12
2328-12

08/15/24

	Contract		Unit	Contract	Previous	Cum,nt Period		Total	%	Balance			
Item	Deseription	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

8230	SLOPE SOD	10,156	SY	3.19	32,397.64		0.00		
I	0.00			0.00	0.00%	32,397.64	0.00	
8235	SODTIEIN	10,092	SY	3.19	32,193.48	I	0.00		I	0.00		I	0.00	0.00%	32,193.48	0.00	
8295	RETAININGWALL	12,951	SF	32.44	420,130.44	12,303	399,123.92			0.00	12,303 I		399,123.92	95.00%	21,008.52	39,912.39	
8300	42'HANDRAIL	3,021	LF	45.18	136.428.38	I	0.00	765		34,095.80	755		34,095.80	24.99%	102,332.56	3,409.58	

8310	
DEWATERING		
LS		
221,765.00	

1	
221,765.00		:	
0.00		
I	
221,785.00	
1013.00%	
0.00	
22,176.50	
Total for 14 SDevRoughGrading	2,091,125.80	l,653,-434.D4	89,053.41	1,752,487.45	83.78%	339,338.35	175.248.73
BillGroup
0200	14 SDev Sewer	J

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
12
2328-12
08/15/24

Item	Description
Contract
Quantity	UOM
Unit
Price
Contract Amount
Previous
Qty	Amount
CurrentPeriod
Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

130	
8' PVC 14-16 SDR 26-	
558	
LF	
31.54	
17,536.24	
566	
17,536.24	I
I
I	o.oo	556	17,536.24	100.00%	0.00	1,753.62	
	INSTALLED														

134	8' PVC16-18 SDR 26- MATERIAL	
880	
LF	
20.22	
17,793.60	
880	17,793.60	0.00	880I	17,793.60	100.00%	0.00	1,779.36		
135	8' PVCHHSSDR 26 -	880	LF	38.30	33,704.00	8801	33,704.00	I	0.00	I
880	33,704.00	100.00%	0.00	3,370.40	
	INSTALLED							I							

144	
10' PVC16-18 SDR 26-	
378	
LF	
30.81	
11,848.18	I
376	
11,646.18	I	0.00	378	11,846.18	100.00%	0.00	1,184.62	
	MATERIAL					!									
145	10' PVC16-18 SDR 26- INSTALLED	378	LF	38.30	14,477.40	3781	14,477.40	I
I	0.00	378 '
i	14,477.40	100.00%	0.00	1,447.74	
154	10'PVC18-20SDR 26- MATERIAL	22	LF	30.81	677.82	
22,
I	677.82	
I	0.00	22	677.82	100.00%	0.00	67.78	
155	10'PVC18-20SDR26-	22	LF	44.84	982.08	22	982.08	I	0.00	22	982.08	100.00%	0.00	98.21	
	INSTALLED					I				I					

444	MANHOLE 0-6- MATERIAL	4	
EA	5,034.30	20,137.20	:
4	20,137.20	I	0.00	41	20,137.20	100.00%	0.00	2,013.72	

445	MANHOLE 0-6- INSTALLED	
4	EA	536.18	2,144.64	41
I	2,144.84	
I	0.00 ,	4	2,144.64	100.00%	0.00	214.47	

449	
MANHOLE 6-8-MATERIAL	
6	
EA	
5,701.99	34,211.94	a'	34,211.94	I
I	0.00	I
6	34,211.94	100.00%	0.00	3,421.20	

450	MANHOLE8-8-INSTALLED	6	EA	670.20	4,021.20	al	4,021.20	0.00	6 !	4,021.20	100.00%	0.00	402.12		
454	MANHOLE 8-10-MATERIAL	3	EA	6,643.16	19,929.48	I
3''	19,929.48	0.00	3	19,929.48	100.00%	0.00	1,992.95		
455	MANHOLE 8-10 -INSTALLED	3	
EA	804.24	2,412.72	3'	2,412.72	I	0.00	3 '	2,412.72	100.00%	0.00	241.26	
469	MANHOLE10-12-MATERIAL	5	EA	7,195.28	35,976.40	I
5	35,976.40	I	0.00	5	35,978.40	100.00%	0.00	3,597.84	
460	MANHOLE 10-12- INSTALLED	5	EA	1,072.32	5,361.60	5i	5,361.60	0.00	! 51	5,361.60	100.00%	0.00	536.15		
484	MANHOLE 12-14-MATERIAL	2	EA	7,877.08	15,754.18	;
2	15,754.16	0.00	2	15,754.16	100.00%	0.00	1,575.42		
465	MANHOLE12-14-INSTALLED	2	EA	1,072.32	2,144.64	21	2,144.84	I	0.00	2	2,144.64	100.00%	0.00	214.46	
469	MANHOLE14-16• MATERIAL	2	EA	8,420.21	16,840.42	2
I	16,840.42	!
!	0.00	2 I
I	16,840.42	100.00%	0.00	1,684.04	

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
12
2328-12
08/15/24

Item

470	MANHOLE14-16 - INSTALL.ED	2	EA	1,340.40	2,680.80	2	2,680.80	'

I

'

I
I

I I

I
I
!
I
!

I'

I	0.00

0.00

0.00

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	2	2,680.80	100.00%	0.00	268.08	
474	MANHOLE 16-18-MATERIAL	8	EA	9,279.21	55,675.26	B'	55,675.26			6	55,675.26	100.00%	0.00	5,587.53	
475	MANHOLE 16-18-INSTALLED	8	EA	1,340.40	8,042.40	8[	8,042.40			6	8,042.40	100.00%	0.00	804.24	
484	MANHOLE 16-20• MATERIAL	1	EA	9,839.04	9,839.04	1:	9,839.04			1	9.839.04	100.00%	0.00	983.90	
485	MANHOLE 18-20- INSTALLED	1	EA	1,608.47	1,608.47	1'	1,608.47			l	1,608.47	100.00%	0.00	160.85	
569	SINGLELATERAL·MATERIAL	20	EA	595.26	11,905.20	20	11,905.20			20	11,905.20	100.00%	0.00	1,190.52	
570	SINGLE LATERAL• INSTALLED	20	EA	322.24	8,444.80	20i	6,444.80			20	6,444.80	100.00%	0.00	844.48	
574	DOUBLELATERIAL• MATERIAL	71	EA	677.09	48,073.39	711	48,073.39			71	48,073.39	100.00%	0.00	4,807.34	
575	DOUBLELATERAL- INSTALLED	71	EA	322.24	22,879.04	71!	22,879.04			1, 1	22,879.04	100.00%	0.00	2,287.90	
619	8"PVCFORCEMAIN •	1,432	LF	32.37	46,353.84	1,432	46,353.84			I
1,432 j	46,353.84	100.00%	0.00	4,635.38	
	MATERIAL									I					
620	8' PVCFORCEMAIN•	1,432	LF	8.94	12,802.08	1,432	12,802.08			1,432	12,802.08	100.00%	0.00	1,280.21	
	INSTALLED														
630	FORCEMAINFITTINGS·		LS		27,584.45	I	27,584.45			I
!	27,584.45	100.00%	0.00	2,758.45	

834	MATERIAL
8' GATEVALVE·MATERIAL	

1	
EA	
2,177.66	
2,177.66	:
1,	
2,177.66			I

1 I	
2,177.66	
100.00%	
0.00	
217.77	
										I					
635	8' GATEVALVE - INSTALLED	1	EA	426.95	428.95	1	426.95			1	426.95	100.00%	0.00	42.70	
589	8' x 8' WETTAP-MATERIAL	1	EA	4,849.99	4,849.99	,I	4.849.99			1	4,849.99	100.00%	0.00	485.00	
690	8' x 8' WETTAP- INSTALlED	1	EA	1,847.64	1,847.54	1!	1,847.64			1 I	1,847.54	100.00%	0.00	184.75	

699	
AIRRELEASE VALVE·	
1	
EA	
4,299.35	
4,299.35	,I	
4,299.35			1 i	
4,299.35	
100.00%	o.oo	
429.94	
	MATERIAL									I					
700	AIRRELEASE VALVE·	1	EA	580.02	580.02	1	680.02			1 !	580.02	100.00%	0.00	58.00	
	INSTALLED														
719	LIFT STATION - MATERIAL		LS		460,597.05	
I	460,597.05				460,597.05	100.00%	0.00	48,059.71	
						I									

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
12
2328-12
08/15/24

Item

720	
LIFTSTATION- INSTALLED		
LS		
307,954.67	:	277,158.00	I
I	0.00	277,158.00	90.00%	30,796.67	27,715.80		

725	
CLEANSANITARY LINES	
6,335	
LF	
1.88	11,909.80	
6,335j	11,909.80	i	0.00	6,335	11,909.80	100.00%	0.00	1,190.98	

730	TESTSANITARY LINES	
6,335	
LF	
1.84	10,389.40	
6,335j	10,389.40	

I	0.00	6,335	10,389.40	100.00%	0.00	1,038.94	
735	TESTFORCEMAIN LINES	1,432	LF	1.64	2,348.48	1,432I:	2,348.48	0.00	1,432 I	2,348.48	100.00%	0.00	234.85		
740	T.V.SANITARY LINES	
6,335	
LF	2.06	13,050.10	
6,335	13,050.10	I	0.00	6.335	13,050.10	100.00%	0.00	1,305.01	
759	DROPCONNECTION -	
2	EA	1,266.03	2,532.06	2':	2,532.06	!
I	0.00	2	2,532.06	100.00%	0.00	253.21	
	MATERIAL														
760	DROP CONNECTION· INSTALLED	2	EA	815.25	1,630.50	2	1,630.50	
I	0.00	2	1,630.50	100.00%	0.00	163.05	
805	WELL POINTS	8,335	LF	16.55	104,844.25	6,3351	104,644.25	I
!	0.00	8,335	104,844.25	100.00%	0.00	10,484.43	
Total for14 SDevSewer	1,624,270.48	1,593,473.81	o.oo	1,593,473.81	98.10%	30,786.67	159,347.38

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
12
2328-12
08/15/24

	Contract		Unit	Contract	Previous	Current Period		Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complsts	To Finish	Retainage	

1685	42" RCP- INSTALLED	1,463	LF	36.50	53,399.50	1,463
I	53,399.50		I	0.00	1,463	53,399.50	100.00%	0.00	5,339.95	
2089	12"HOPE• MATERIAL	50	LF	21.69	1,084.50	so!	1,084.50	!		0.00	I
50	1,084.50	100.00%	0.00	108.45	
2070	12" HOPE-INSTALLED	50	LF	13.40	870.00	
501	870.00	0.00	50	670.00	100.00%	0.00	67.00			
2504	STORM MANHOLE· MATERIAL	14	EA	4,137.20	57,920.80	14i	57,920.80		!	0.00	14	57,920.80	100.00%	0.00	5,792.08	
2505	STORM MANHOLE - INSTALLED	14	EA	941.49	13,180.86	141	13,180.88		I	0.00	14 I	13,180.86	100.00%	0.00	1,318.10	
2689	J MANHOLE· MATERIAL	11	EA	8,535.71	93,892.81	I 11	93,892.81		i	0.00	11 i
i	93,892.81	100.00%	0.00	9,389.29	
2690	JMANHOLE- INSTALLED	11	EA	1,135.55	12,491.05	11	12,491.05		
I	0.00	11 i	12,491.05	100.00%	0.00	1,249.12	
2749	12"MES-MATERIAL	1	EA	386.48	386.48	1,	386.48		i
I	0.00	1	388.48	100.00%	0.00	38.65	
2750	12"MES-INSTALLED	1	EA	363.77	363.77	
11	363.77		I
I	0.00	1	383.77	100.00%	0.00	36.38	
2754	18" MES-MATERIAL	2	EA	878.90	1,757.80	21	1,757.80		I
I	0.00	2 I	1,757.80	100.00%	0.00	175.78	
2755	18" MES- INSTALLED	2	EA	465.41	930.82	21	930.82		I
I	0.00	2	930.82	100.00%	0.00	93.08	
2759	24"MES• MATERIAL	3	EA	1,138.90	3,416.70	3	3,416.70	0.00	3	3,418.70	100.00%	0.00	341.67			
2760	24"MES- INSTALLED	3	EA	609.86	1,829.58	3	1,829.58	0.00	3	1,829.58	100.00%	0.00	182.96			
2764	30"MES• MATERIAL	3	EA	2,940.36	8,621.08	3'
I	8,821.08		I	0.00	3	8,621.08	100.00%	0.00	882.11	
2765	30'MES•INSTALLED	3	EA	754.31	2,262.93	31
I	2,262.93		'	0.00	3	2,262.93	100.00%	0.00	226.29	
2769	36"MES·MATERIAL	1	EA	3,948.30	3,948.30	I
1 I
I	3,948.30		I	0.00	1	3,948.30	100.00%	0.00	394.83	
2770	36' MES -INSTALLED	1	EA	754.31	754.31	1 j	754.31	0.00	1 I	754.31	100.00%	0.00	75.43			
2774	42"MES • MATERIAL	1	EA	4,874.56	4,874.56	1!	4,874.56		'	0.00	I
1	4,874.56	100.00%	0.00	487.46	
2776	42"MES- INSTALLED	1	EA	842.04	842.04	1	842.04		
I	0.00	1	842.04	100.00%	0.00	84.20	
2989	P-6INLET- MATERIAL	20	EA	5,133.33	102,666.60	20	102,666.60		I
'	0.00	20	102,666.60	100.00%	0.00	10,266.67	
2990	P-5INLET• INSTALLED	20	EA	1,387.98	27,359.60	20•
i	27,359.60		I
l	0.00	20I	27,359.60	100.00%	o.oo	2,735.96	

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
12
2328-12
08/15/24

Item

3019	P-6INLET- MATERIAL	
20	EA	
5,665.15	113,303.00	201	113,303.00	
I	0.00	20	113,303.00	100.00%	0.00	11,330.30	

3020	
P-6INLET- INSTALLED	
20	EA	
1,241.n	24,955.40	20i	24,955.40	I
!	0.00	20 I	24,955.40	100.00%	0.00	2.495.54	

3204	
J-6INLET·MATERIAL	
3	EA	
10,4TT.88	
31,433.58	3	31,433.58	
I	0.00	3	31,433.58	100.00%	0.00	3,143.36	
3205	J-6INLE-T INSTALLED	3	EA	1,553.32	4,659.96	al	4,659.96	I	0.00	3	4,659.96	100.00%	0.00	465.99	

3234	
TYPEC INLET - MATERIAL	
6	EA	
3,367.12	
20,202.72	5:	20,202.72	:	0.00	B	20,202.72	100.00%	0.00	2,020.27	

3235	TYPEC INLET- INSTALLED	
6	EA	
694.49	5,366.94	6	5,366.94	
I	0.00	6	5,366.94	100.00%	0.00	536.69	
3289	TYPEE INLET·MATERIAL	
8	EA	4,245.08	33,960.84	aI;	33,960.84	I
I	0.00	sl	33,960.84	100.00%	0.00	3,396.07	
3290	TYPEEINLET- INSTALLED	8	EA	m.s1	5,692.88	8	5,692.86	I	0.00	8	5,692.88	100.00%	0.00	569.29	
3349	TYPEHINLET- MATERIAL	2	
EA	7,576.51	15,153.02	21	15,153.02	I	0.00	2	15,153.02	100.00%	0.00	1,515.30	
3350	TYPEHINLET- INSTALLED	2	
EA	711.61	1,423.22	2'	1,423.22	0.00	2	1,423.22	100.00%	0.00	142.32		
3564	C CONTROLSTRUCTURE· MATERIAL	1	
EA	4,690.47	4,690.47	1	4,690.47
'	I	0.00	1 I	4,690.47	100.00%	0.00	469.05	
3565	C CONTROL STRUCTURE - INSTALLED	1	EA	1,018.65	1,018.65	I
1.	1,018.65	I
I	0.00	1	1,018.65	100.00%	0.00	101.87	
3567	RIPRAP- MATERIAL	6	SY	60.40	362.40	I	o.oo	B I	362.40	6	362.40
I	100.00%	0.00	36.24	
3568	RIPRAP-INSTALLED	6	SY	24.43	146.58	I	0.00	6	146.58	6	146.58	100.00%	0.00	14.66	
3855	CLEAN STORM	9,960	LF	2.88	28,742.40	9,980	28,742.40	I
I	0.00	I
9,980 [	28,742.40	100.00%	0.00	2,874.24	
3860	T.V.STORM	9,980	LF	1.88	18,762.40	I
9,9801	18,762.40	0.00	9,980i	18,762.40	100.00%	0.00	1,876.24		
3910	WELLPOINTS	4,078	LF	18.55	67,490.90	:
4,078.	87,490.90	I	0.00	4,078	67,490.90	100.00%	0.00	8,749.09	
Total for 14SDev StormDrain	2,085,374.44	2,08-4,865.46	508.98	2,085,374.44	100.00%	0.00	208.537.51
emGroup	0400	14 SOev Domestic Water

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
12
2328-12
08/15/24

	Contract	Unit	Contract	Previous	Current Period		Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

5514	4' PVC·MATERIAL	820	LF	10.50	8,610.00	820	8,610.00	0.00	820 I	8,810.00	100.00%	0.00	881.00		
5515	4' PVC- INSTAliEO	820	LF	8.94	7,330.80	8201	7,330.80	I	0.00	820	7,330.80	100.00%	0.00	733.08	
5519	6"PVC• MATERIAL	690	LF	19.61	11,589.90	
5901	11,589.90	
'	0.00	690	11,569.90	100.00%	0.00	1,156.99	
5520	8' PVC• INSTALLED	590	LF	8.94	5,274.60	5901	6,274.60	i	0.00	590 I	5,274.80	100.00%	0.00	527.46	
5524	8' PVC• MATERIAL	280	LF	34.17	9,567.60	280·	9,567.60	I'	0.00	280	9,587.60	100.00%	0.00	956.76	
6525	8' PVC - INSTALLED	280	LF	8.94	2,503.20	280	2,503.20	i	0.00	280	2,503.20	100.00%	o.oo	250.32	
5529	10'PVC·MATERIAL	740	LF	49.10	36,334.00	I 740	36,334.00	0.00	740 !	36,334.00	100.00%	0.00	3,633.40		
5530	10' PVC - INSTALLED	740	LF	10.73	7,940.20	740	7,940.20	I
I	0.00	740	7,940.20	100.00%	0.00	794.03	
5534	12'PVC- MATERIAL	3,830	lF	67.29	257,720.70	3,830	257,720.70	0.00	3,830	257,720.70	100.00%	0.00	25,772.07		
5535	12" PVC - INSTALLED	3,830	LF	10.73	41,095.90	3,8301	41,095.90	0.00	3,830 I	41,095.90	100.00%	0.00	4,109.60		
								I							
5814	WMSINGLE SERVICE-	24	EA	534.10	12,818.40	24	12,818.40	I	0.00	24	12,818.40	100.00%	0.00	1,281.84	
	MATERIAL														
5815	WMSINGLE SERVICE· INSTAUEO	24	EA	268.08	6,433.92	
24!	6,433.92	I	0.00	24
I	8,433.92	100.00%	0.00	643.39	
5619	WM DOUBLE SERVICE·	44	EA	1,040.33	45,774.52	44	45,774.52	I	0.00	44	45,TT4.52	100.00%	0.00	4,6TT.45	
	MATERIAL									'					
5620	WMDOUBLE SERVICE •	44	EA	268.08	11,795.52	44	11,795.52	0.00	44	11,795.52	100.00%	0.00	1,179.55		
	INSTALLED					!			I						
5628	WATER FITTINGS·MATERIAL		LS		59,127.79	I
'	59,127.79	
I	0.00	59,127.79	100.00%	0.00	5,912.78		
5634	4' GATE VALVE • MATERIAL	3	EA	1,214.34	3,843.02	3	3,643.02	I	0.00	3	3.643.02	100.00%	0.00	364.30	
5635	4" GATE VALVE - INSTALLED	3	EA	263.18	789.54	
3,	789.54	0.00	
3 I
I	789.54	100.00%	0.00	78.95		
5644	6' GATI:VALVE•MATERIAL	4	EA	1,642.78	6,571.04	I
4,	6,571.04	0.00	I
4	6,571.04	100.00%	0.00	657.10		
5645	6"GATEVALVE - INSTALLED	4	EA	263.18	1,052.72	4
I	1,052.72	;
I	0.00	4	1,052.72	100.00%	0.00	105.27	

Application#: Invoice:
Contract:	2328. Trinity Gardens	Date:
12
2328-12
08/15/24

Item	Description

5654	8' GATE VALVE·MATERIAL	
2	EA	2.255.35	4,510.70	
21	4,510.70		'
!	0.00	2	4,510.70	100.00%	0.00	451.07	

5655	
8' GATE VALVE-INSTALLED	
2	
EA	
307.04	
614.08	
2'	614.08		I	0.00	2	614.08	100.00%	0.00	61.40	
5659	10"GATE VALVE•MATERIAL	
2	
EA	
3,198.44	6,396.88	
2	6,398.88	0.00	2	6,396.88	100.00%	0.00	639.69			
5660	10' GATE VALVE - INSTALLED	
2	
EA	307.04	614.08	
2!	614.08		!	0.00	2	614.08	100.00%	0.00	61.41	
5664	12'GATE VALVE-MATERIAL	
16	
EA	
3,707.23	59,315.68	;
16	59,315.68	0.00	i
16 i	59,316.68	100.00%	0.00	5,931.57			
5665	12' GATE VALVE - INSTALLED	
16	
EA	350.90	5,614.40	
16	5,614.40		I
I	0.00	16	5,614.40	100.00%	0.00	561.44	
5689	FIRE HYDRANT·MATERIAL	9	EA	6,897.58	62,078.22	ai:	62,076.22		I	0.00	gi	62,078.22	100.00%	0.00	6,207.82	
5690	FIRE HYDRANT - INSTALLED	9	EA	1,184.29	10,656.61	9	10,658.61	0.00	9	10,658.61	100.00%	0.00	1,065.86			
5694	2"BLDW OFF· MATERIAL	6	EA	1,167.76	7,006.68	51
I	7,006.66		
I
I	0.00	6 i	7,008.68	100.00%	0.00	700.67	
6895	2' BLOW OFF- INSTALLED	e	EA	307.04	1,842.24	5!
I	1,565.90	1		276.34	6 I	1,842.24	100.00%	0.00	164.22	
5699	AIRRELEASE VALVE·	4	EA	3,607.59	14.430.36	4	14,430.36		I	0.00	4	14,430.36	100.00%	0.00	1,443.04	
	MATERIAL								I							
5700	AIRRELEASE VALVE-	4	EA	580.02	2,320.08	4.	2,320.08		i	0.00	4i	2,320.08	100.00%	0.00	232.01	
	INSTALLED					I			'							
6760	TESTWATER LINES	8,260	LF	225	14,085.00	6,260	14,085.00		

I	0.00	6,260 I	14,085.00	100.00%	0.00	1.408.50	
6775	SAMPLE POINTS - MATERIAL	7	EA	246.10	1,722.70	I
1!	1,72270	0.00	1i	1,722.70	100.00%	0.00	172.27			
5778	$AMPLE POINTS - INSTALLED	7	EA	536.16	3,753.12	i
I	0.00	7		3,753.12	7	3,753.12	100.00%	0.00	375.31	
Total for 14 SDevDomestic Water	730,916.20	726,886.74	4,029.46	730,918.20	100.00%	0.00	73,091.62

IBillGroup	0500	14 SDev  ecycled Water	_j

6019	6"PVC-MATERIAL	6,179	LF	19.81	121,170.19	6,179:	121,170.19	I	0.00	6,1791	121,170.19	100.00%	0.00	12,117.02

6020	6' PVC-INSTALLED	6,179	LF	8.94	55,240.26	6,179
1
I
55,240.26	0.00	6,179 i	55,240.26	100.00%	0.00	5,524.03
i

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
12
2328-12

08/15/24

Item	Description

Contract
Quantity	UOM
Unit
Price
Contract Amount
Previous
Qty	Amount
Current Period
Qty	Amount
Total
Qty	Amount
%
Complete
Balance
Tofinish	Retainage

8089	RMSINGLESERVICE· MATERIAL	
18	EA	490.24	8,824.32	
181	8,824.32	0.00	18	8,824.32	100.00%	0.00	882.43		
8090	RMSINGLE SERVICE· INSTALLED	18	EA	311.94	5,614.92	181
I	5,814.92	

I	0.00	18	5,614.92	100.00%	0.00	561.49	
6092	RMDOUBLE SERVICE· MATERIAL	
46	EA	996.47	45,837.62	45:	45,837.62	I
I	0.00	46
I	45,837.62	100.00%	0.00	4,583.76	
8093	RMDOUBLE SERVICE· INSTALLED	46	EA	311.94	14,349.24	461
I	14,349.24	I	0.00	I
46 !	14.349.24	100.00%	0.00	1,434.92	
								I							
6094	1' IRRIGATIONSERVICE·	1	EA	963.00	963.00	1'	963.00	I
I	0.00	1	963.00	100.00%	0.00	96.30	
	MATERIAL					;		'							
6095	1' IRRIGATIONSERVICE· INSTALLED	
1	EA	268.10	268.10	,II
!	288.10	I	0.00	1
I	288.10	100.00%	0.00	26.81	
6099	1.5' IRRIGATION SERVICE·	
1	EA	996.31	998.31	
1	998.31	0.00	1 I	99B.31	100.00%	0.00	99.83		
	MATERIAL					'									
8100	1.5'IRRIGATION SERVICE· INSTALLED	1	EA	311.94	311.94	1 i	311.94	I
I	0.00	1	311.94	100.00%	0.00	31.19	
6116	RECLAIM FITTINGS·MATERIAL	1	EA	40,664.99	40,664.99	1	40,664.99	
I	0.00	1	40,664.99	100.00%	0.00	4,066.50	
6129	6"GATE VALVE·MATERIAL	29	EA	1,598.90	46,368.10	2s!	48,368.10	I
I	0.00	29I	46,368.10	100.00%	0.00	4,636.81	
6130	6' GATE VALVE- INSTALLED	29	EA	307.04	8,904.16	29	8,904.16	0.00	I
20 I
t	8,904.16	100.00%	0.00	890.41		
6164	2' BLOW OFF·MATERIAL	9	EA	717.33	6.455.97	
91	6,455.97	I	0.00	9	6,455.97	100.00%	0.00	645.60	
6165	2' BLOW OFF• INSTALLED	9	EA	307.04	2,763.36	
SJ	2,763.38	I	0.00	9	2,783.36	100.00%	0.00	276.34	
6204	6' X6" WETTAP• MATERIAL	1	EA	3,808.99	3,808.99	1	3,808.99	0.00	1	3,808.99	100.00%	0.00	380.90		
6205	6" X6' WETTAP-INSTALLED	1	EA	2,134.82	2,134.82	
11	2,134.82	'
i	0.00	1 I	2,134.82	100.00%	0.00	213.48	
8209	AIRRELEASE VALVE-	4	EA	3,607.59	14,430.36	I
4:	14,430.36	0.00	4!	14,430.36	100.00%	0.00	1,443.04		
	MATERIAL														
6210	AIRRELEASE VALVE· INSTALLED	4	EA	580.02	2,320.08	4
I
i	2,320.08	I
I	0.00	4
I	2,320.08	100.00%	0.00	232.01	

Contract:	2328. Trinity Gardens
Appllcation #:
Invoice: Date:
12
2328-12
08/15/24

	Contract		Unit	Contract	Previous	Current Period		Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

8226	TESTRECLAIMLINES	6,179	LF	2.25	13,902.75	6,179,	13,902.75	I	0.00	6,179	13,902.76	100.00%	0.00	1,390.28	
6240	TIETOEXISTING	1	EA	1,780.40	1,780.40	1	1,780.40	!	0.00	1	1,780.40	100.00%	0.00	178.04	
Total for 14 SDevRecycled Water	397,111.88	397,111.88	0.00	397,111.88	100.00%	0.00	39.Til.19

BillGroup	0600	14 SDev Street Paving	J

Contract:	2328. Trinity Gardens
Application #: Invoice: Date:
12
2328-12

08/15/24

	Contract		Unit	Contract	Previous	Current Period		Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

6880	8'WHEEL CHAIRRAMP	4	EA	1,885.11	7,540.44	I	0.00	4		7,540.44	4		7,540.44	100.00%	0.00	754.04	
6885	CONCRETEAPRON	230	SF	20.31	4,671.30	I	0.00		I	0.00		

I	0.00	0.00%	4,671.30	0.00	
6940	PAVERS	1,990	SF	12.81	25,491.90	3981	5,098.38	1,094		14,014.14	1,492		19,112.52	74.97%	6,379.38	1,911.25	
6945	SIGNS OPAVEMENT MARKINGS		LS		32,858.50	0.00		!	19,715.10	19,715.10	60.00%	13,143.40	1,971.51				
Total for14 SDev StreetPaving	1,486,527.00	1,230,609.6-1	214,692.13	1,445,301.77	97.23%	41,225.23	144.530.19

I	BiUGroup	0700	14 SDev Dirt Import Export	]

Total for14 SDev DirtImport Export	247,089.75	203,386.75	43,703.00	247,089.75	100.00%	0.00	24,708.98
r	BillGroup	0800	14 SDev Neighborhood Prop In	J

Contract:	2328. Trinity Gardens
Application #;
Invoice: Date:
12
2328•12
08/15/24

	Contract		Unit	Contract	Previous	Current Period		Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

9509	30'RCP- MATERIAL	147	LF	116.47	17,121.09	1471
I	17,121.09	0.00	147 I	17,121.09	100.00%	0.00	1,712.11			
9510	30'RCP- INSTAUED	147	LF	35.74	5,263.78	147'	5,253.78		I	0.00	I
147	5.253.78	100.00%	0.00	525.36	
9514	30'MES - MATERIAL	2	EA	2,940.38	5,880.72	
21	5,880.72		I	0.00	2	5,880.72	100.00%	0.00	588.07	
9515	30'MES- INSTAUED	2	EA	754.31	1,508.62	2	1,508.62	0.00	2	1,508.62	100.00%	0.00	150.66			
9519	TYPE CINLET- MATERIAL	1	EA	3,380.11	3,380.11	I
1 I	3,380.11		i
I	0.00	I
1	3,380.11	100.00%	0.00	338.01	
9520	TYPE CINLET• INSTALLED	1	EA	718.71	718.71	1	718.71		I
I	0.00	1	718.71	100.00%	0.00	71.87	
9525	TIEINTOEXISTING	1	EA	5,596.47	6,596.47	1	6,596.47	0.00	1	5,696.47	100.00%	0.00	659.65			
9530	CLEAN STORM	185	LF	2.88	532.80	185:	532.80	0.00	1851	532.80	100.00%	0.00	53.26			
9535	T.V.STORM	185	LF	1.88	347.80	185	347.80		
I	0.00	185	347.80	100.00%	0.00	34.76	
9540	WELLPOINTS	185	LF	16.55	3,061.75	185'	3,061.75		I	0.00	185	3,081.75	100.00%	0.00	306.18	
9804	12'PVC- MATERIAL	83	LF	80.18	8,654.94	831	8,654.94	0.00	I
83	6,654.94	100.00%	0.00	665.49			
9805	12"PVC - INSTALLED	83	LF	35.73	2,965.59	83	2,965.59		I	0.00	
83I	2,965.59	100.00%	0.00	296.58	
9610	DIRECTIONAL DRILL16'	60	EA	362.71	22,962.60	60	22.962.80	0.00	60	22,982.60	100.00%	0.00	2,296.26			
9614	2' JUMPER - MATERIAL	1	EA	1,745.55	1,745.65	1I	1,745.65		I	o.oo	1	1,745.65	100.00%	0.00	174.56	
9616	2' JUMPER - INSTALLED	1	EA	219.31	219.31	1	219.31		
I	0.00	1	219.31	100.00%	0.00	21.93	
9619	12' x12'WETTAP• MATERIAL	2	EA	8,985.44	17,970.86	2.	17,970.88		I'	0.00	2	17,970.88	100.00%	0.00	1,797.09	
9620	12' x12'WETTAP- INSTALLED	2	EA	2,146.07	4,292.14	
21	4,292.14	0.00	2	4,292.14	100.00%	0.00	429.21			
9626	TEST WATERLINES	143	LF	2.25	321.75	143·	321.75		I	0.00	143	321.75	100.00%	0.00	32.18	
9829	SAMPLE POINTS -MATERIAL	2	EA	246.10	492.20	0.00	2		492.20	2	492.20	100.00%	o.oo	49.22		
9630	SAMPLEPOINTS·INSTALLED	2	EA	536.16	1,072.32	
J	0.00	2		1,072.32	2	1,072.32	100.00%	0.00	107.23	
9705	1.25' MILLEXISTING	2,846	SY	5.48	15,533.70	i	0.00		I	0.00	0.00	0.00%	15,533.70	0.00		

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
12
2328-12
08/15/24

Item	Description

9710	ASPHALTFC-9.51.25"	4,470	SY	16.96	75,811.20	o.oo	4,470	75,811.20	4,470	75,811.20	100.00%	0.00	7,581.12		
9715	ASPHALT 2' S.P12.5	1,630	SY	17.42	28,394.60	1,630'	28,394.60	0.00	1,630	28,394.60	100.00%	0.00	2,839.46		
9719	LIMEROCK 16'{FULLDEPTH)· MATERIAL	1,630	SY	10.44	17,014.60	1,830j	17,014.59	0.00	1,630	17,014.59	100.00%	0.01	1,701.46		
9720	LIMEROCK 16'{FULLDEPTH)· INSTALLED	1,830	SY	4.94	8,052.20	1,630	8,052.20	0.00	1,ssoI
l	8,052.20	100.00%	o.oo	805.22		
9724	STABILIZER 12'-MATERIAL	750	SY	5.14	3,855.00	I
7501	3,855.00	0.00	750	3,855.00	100.00%	o.oo	385.50		
9725	STABILIZER 12"- INSTALLED	750	SY	1.81	1,357.50	750	1,357.50	0.00	750	1,357.50	700.00%	0.00	135.75		
9730	REMOVES REPLACE FENCE	193	LF	33.04	6,378.72	i	6,376.72	0.00	193	6,376.72	100.00%	0.00	637.67		
9735	5'SIDEWALK 4" THICK	1,386	LF	35.75	49,549.50	i
1,386	49,549.50	0.00	1,386 ,l	49,549.50	100.00%	0.00	4,954.95		
9740	8' SIDEWALK 4"THICK	13	LF	56.64	736.32	0.00	1
13	736.32	1
13	736.32	100.00%	0.00	73.63		
9745	5' WHEELCHAIRRAMP		EA	1,574.01	3,148.02	21	3,148.02	0.00	3,148.02	100.00%	0.00	314.80			
9750	12WHEELCHAIRRAMP		EA	3,048.44	6,096.88	0.00	2 :	6,096.88	6,096.88	100.00%	0.00	609.69			
9755	SIGNS6 PAVEMENT MARKINGS		LS		21,062.50	0.00	21,062.50	21,062.50	100.00%	0.00	2,106.25				
9780	R/WGRADING·OFFSITE	8,526	SY	0.81	6,906.06	7,6731	6,215.13	853 I	690.93	8,526 ,	6,906.08	100.00%	0.00	690.60	
9765	R/W SOD • OFFSITE	8,526	SY	3.19	27,197.94	0.-00	0.00	0.00	0.00%	27,197.94	0.00				
9770	SIGNS6 PAVEMENT MARKINGS		LS		20,947.50	0.00	20,947.50	20,947.50	100.00%	0.00	2,094.75				
9775	MOT		LS		30,045.00	15,022.00	0.00	15,022.00	50.00%	15,023.00	1,502.20				
Total for14 SDevNeighborhood Prop lmpr	428,504.59	243,840.08	126,909.85	370,749.84	86.52%	57,754.65	37.074.99

Application #:
Invoice:
Contract:	2328. Trinity Gardens	Date:
12
2328-12
08115/24

Item

9910	
ASBUILTS		
LS		
13,547.50	I	4,741.83		I	8,098.37	I	10,838.00	80.00%	2,709.50	1,083.81	

8915	
MOBILIZATION		
LS		
42,926.00	

l	34,340.00	0.00	I	34,340.00	80.00%	8,585.00	3,434.00			
9920	GEOTECHTESTING		
LS		61,800.00	I	49,440.00	I		0.00	49,440.00	80.00%	12,360.00	4,944.00		
ll1l25	LOTTESTING	110	EA	150.00	16,500.00	
I	0.00		:	0.00	0.00	0.00%	16,500.00	0.00		
9930	ENVIRONMEITTAL		LS		4,598.03	4,598.03		
!	0.00	I	4,598.03	100.00%	0.00	459.80		
9935	S.W.P.P.P.		LS		3,750.00	3,000.00		i
I	0.00	I
I	3,000.00	80.00%	750.00	300.00		
Totalfor14SDev Misc In-Tract Cost	181,056.16	126,468.16	6,096.37	132,564.53	73.22%	48,491.63	13,256.48

BillGroup	0901	Change Order - Utility Dep
--, j
20
S	
Total for Change Order - Utility Oep	3,712.00	0.00	3,712.00	3,712.00	100.00%	0.00	371.20

CO#Ol-01	8' PVC6-8 SOR26	27	LF	34.52	932.04	i	27 !	932.04	27	932.04	100.00%	932.04	0.00	

Contract:	2328. Trinity Gardens
Application #: Invoice: Date:
12
2328-12
08/15/24

Item	Description
Contract
Quantity	UOM
Unit Prie11
Contract Amount
Previous
Qty	Amount
Current Period
Qty	Amount
Total
Qty	Amount
%
Complete
Balance
ToFinish	Retainage

CO#Ol-09	
MANHOLE16-18 ( LABOR	
-1	
LF	
1,340.42	
-1,340.42	
I	
0.00	
-1 I	-1,340.42	-1
i
i	-1,340.42	100.00%	-1,340.42	0.00	
	ONLY)							I							

CO#Ol-10	
DOUBLE LATERAL	
-25	
LF	
999.33	
-24,993.25	I	0.00	
-25 I	-24,983.25	-25	-24.983.25	100.00%	24,983.25	-2,498.33	

CO#Ol-11	
CLEAN SANITARY LINES	
-775	
LF	
1.88	-1,457.00	I	0.00	-7751	-1,457.00	-775 I	-1,457.00	100.00%	-1,457.00	0.00	
CO#Ol-12	TEST SANITARY LINES	
-775	
LF	1.84	-1,271.00	
I	0.00	-775	-1,271.00	-775 I	-1.271.00	100.00%	1,271.00	-127.10	
CO#Ol-13	T.V.SANITARY LINES	-775	LF	2.06	-1,596.50	'
i	0.00	-775 i
I	-1,596.50	-775 I	-1,596.50	100.00%	-1,596.50	0.00	
CO#Ol-14	WELLPOINTS	-ns	LF	16.55	-12,626.25	I	0.00	-775
1	-12,826.25	-ml	-12,826.25	100.00%	12,826.25	-1,282.83	
Total for Change Order - Sewer	-113,609.33	0.00	-83,609.33

I	BillGroup	0903	Change Order - Storm Drain

CO#Ol-15	24' RCP	-122	LF	94.81	-11,566.82	I	0.00	-122 I	-11.566.82	-122 I
I	
CO/I01-18	30' RCP	246	LF	138.62	34,377.76	0.00	246 I
i	34,377.76	248	

CO#Ol-19	
TYPEEINLET (LABOR ONLY)	
-2	
LF	
m.61	
-1,423.22	I	
0.00	-2 l	-1,423.22	-2 I	-1,423.22	

CO#Ol-20	
TYPEH INLET( LABOR ONLY)	
-1	
LF	
711.61	-711.61		0.00	-1!	-711.81	-1	-711.61	

CO#Ol-21	
CLEANSTORM	
-214	
LF	
2.68	
16.32		
0.00	-214 I	-616.32	-214	-616.32	
CO#Ol-22	T.V. STORM	-214	LF	1.88	-<1-02.32	'	0.00	-214 I	-<1-02.32	-214	-402.32	
								I				

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
12
2328-12
08115/24

Item

Total for Change Order- Stonn Drain	·2&,073.88	0.00	·28,073.88	·2&,073.88	100.00%	0.00	-2.607.38

Total forChange Order- Domestic Water

BillGroup	0905	Change Order - Paving
-

Totalfor Change Order- Paving	75,703.49	0.00	62,644.41	62,644.41	82.75%	13,059.08	6,264.44

BillGroup	0906	Change Order - Rough Gradint;
.. - -	-·	-	·-·-	-
CO#Ol-30  TIEIN GRADING	141	lF	0.58	81.78
i
CO#Ol•31 SLOPE GRADING	503	LF	0.60	301.80
CO#Ol-32  MULCH PATH/ FABRIC 6	5	LF	48.13	240.65
LUMBER INC
CO#Ol-33 SLOPE SOD	503	LF	3.19	1,604.57	I

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
12
2328-12
08/15/24

	Contract		Unit	Contract	Previous	Current Period		Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	
CO#Ol-34  SODTIE IN	265	LF	3.19	845.35	I	o.oo	265	845.35	265	845.35	100.00%	-845.35	84.54
	I	
94.26%

APPLICATION AND CERTIFICATE FOR PAYMENT	lnvoice #:	2328-7

To OWner: Landsea Homes	Project	2328. TrinityGardens
2420 S Lakemont Avenue, Suite 450

Orlando, FL 32814
From Contractor.  Blue Ox Enterprises, LLC	Via Architect
500 North way
Sanford, FL 32773
Contract For:
Application No. :	7
Period To:	03/15/2024
Project Nos: Contract Date:
Distribution to: c::J Owner CJ	Architect c:::J Contractor
l:=J
c::J

CONTRACTOR'SAPP ICATION FOR PAYMENT
Application is made for payment, as shown below, In connection v.ith 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
i ed--aFld,_payments received from the Owner, and that current payment shown
lue.
Blue Ox Enterprises, LLC
Date: '=?,)  l Jaco-.tj

a	10.00% of Completed Work

$546,440.87
'	\	County of.	Y--Y--,,'---.::::::¾-L
ro TU1'8,JTie lfllS	c-::-:;	day of L ,	_	")	•
b.	0.00% of Stored Material
$0.00
---. A'u[,	J'Qt)
_:T-	--
.." -·	c:-:.,...t"'":.:,,.\,..,._r-v,-,. ,.., ..{
• •.·.....  M	-..,,_,!1c -;• ., of Florida 5
Total Retainage .......................... .

6. Total Earned Less Retainage .................. .
$546,440.87
$4,917,967.10
>	'	::::• ',TH
(; •.	c--..; ,,  ,; HH 03423($
-	-- -- -,•:'!::il!v/l i		.--,,.
ARCHITECT'S CERTIFICATE FOR PAYMENT	..,.,." • _,, .,,	'\c '""	.• • .....,  ,  -	:
In accordance withthe Contract Docunents, based on on-site o6servations aril the data -	•  •
comprisirg the abo-.e 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 enti11ed to payment of the AMOUNT CERTIFIED.

AMOUNT CERTIFIED $ 385,138.97

(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-lilh 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.

Contract:	2328. Trinity Gardens
Date:
03/15/24

Item	Description
BillGroup	0100
Contract	Unit Quantity UOM Price
14 SDev Rough Grading
Contract Amount
Previous Qty Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To finish	Retainage
'	-	~ 
.	- -	.	J
8005	INl£T PROTECTION	58	EA	129.79	7,527.82	0.00	0.00	0.00	0.0-0%	7,527.82	0.00
8010	TREE PROTECTION	14,190	LF	6.32	89,680.80
14,1soI	89,680.80
0.00
14,190 i	89,680.80
100.00%	0.00
8,968.08
8020	SILTFENCE	8,740	LF	1.40	12,236.00
8,740	12,236.00
i	0.00
8,740 I	12,236.00
100.00%
0.00
1,223.60
8025	DOUBLE SILTFENCE	6,867	LF	2.82	19,364.94
6,867
19,364.94
:	0.00
6,867	19,364.94
100.00%	0.00
1,936.49
8035	CLEARING CHIP6 HAUL	36	ACR	7,782.50	280,170.00
36! 280,170.00
I
0.00
36	280,170.00
100.00%	0.00
28,017.00
8050	STRIPPINGS	28,016	CY	1.67	46,786.72
11,206iI 18,714.02
0.00
11,206 I	18,714.02
40.00%
28,072.70
1,871.40
8055
EXCAVATION
221,337	CY	2.03	449,314.11
I
177,069 I  359,450.07
44,268 i
89,864.04
221,337	449,314.11
100.00%
0.00

44,931.40
8070	EMBANKMENT	115,401	CY	0.73	84,242.73
92,320	67,393.60
23,081 I	16,849.13
115,401	84,242.73
100.00%	0.00
8,424.27
8071	PADGRADING	110	EA	195.63	21,519.30
0.00
0.00
I	0.00
0.00%
21,519.30
0.00
8085	POND GRADING	12,990	SY	0.68	8,833.20
8090	SWALE GRADING	1,250	SY	0.68	850.00
8110	TIE IN GRADING	10,216	SY	0.58	5,925.28
0.00
0.00
0.00
i
12,990 ,	8,833.20
0.00
0.00
12.sso I	8,833.20
0.00
0.00
100.00%
0.00%
0.00%
0.00
850.00
5,925.28
883.32
0.00
0.00
8115	RIWGRADING	17,520	SY	0.58	10,161.60
!	0.00
I	0.00
I
I	0.00
0.00%
10,161.60
0.00
8135	SLOPE GRADING	10,156	SY	0.60	6,093.60
8180	POND SOD	12,990	SY	3.19	41,438.10
8185	SWALE SOD	1,250	SY	3.19	3,987.50
8190	RIWSOD	5,834	SY	3.19	18,610.46
8205	SEEDS MULCH	19	ACR	1,125.00	21,375.00
8210	MULCHPATH	2,260	SY	48.13	108,773.80
0.00
0.00
'	0.00
I	0.00
0.00
I	0.00
i	0.00
I
i	0.00
0.00
I	0.00
0.00
0.00
0.00
0.00
0.00
i	0.00
I	0.00
I	0.00
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
6,093.60
41,438.10
3,987.50
18,610.46
21,375.00
108,773.80
0.00
0.00
0.00
0.00
0.00
0.00
8220	STRIP SOD	3,768	SY	3.19	12,019.92
I
i	0.00

i	0.00
I	0.00
0.00%
12,019.92
0.00

Contract:	2328. Trinity Gardens
Date:
03115/24

Item	Description
Contract	Unit Quantity UOM Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

8230	SLOPE SOD	10,156	SY	3.19	32,397.64	0.00		I	0.00		I	0.00	0.00%	32,397.64	0.00		
8235	SODTIE IN	10,092	SY	3.19	32,193.48	0.00	0.00	0.00	0.00%	32,193.48	0.00						
8295	RETAINING WALL	12,951	SF	32.44	420,130.44	5,180J	168,052.00	2,590		84,019.60	7,770		252,071.60	60.00%	168,058.84	25,207.16	
8300	42' HANDRAIL	3,021	LF	45.16	136,428.36	0.00		I	0.00	0.00	0.00%	136,428.36	0.00				
8310	DEWATERING		LS		221,765.00	,	155,235.00	0.00		I I	155,235.00	70.00%	66,530.00	15,523.50			
Total for 14 SDev Rough Grading	2,091,825.80	1,170,296.43	199,665.97	1,369,862.40	85.49%	721,963.40	136,986.22

BillGroup	0200	14 SDev Sewer
		·-															
	104	a• PVC 0-SSOR 26- MATERIAL	445	LF	20.22	8,997.90	446	8,997.90		0.00	445;	8,997.90	100.00%		0.00	899.79	
	105	8' PVC 0-S SOR 26 - INSTALLED	445	LF	12.62	5,615.90	445	5,615.90		0.00	445 I	5,616.90	100.00%		0.00	561.59	
	109	6' PVC 6-8 SDR 26- MATERIAL	1,232	LF	20.22	24,911.04	1,2321	24,911.04		0.00	1,232	24,911.04	100.00%		0.00	2,491.10	
	110	8' PVC 6-8 SDR 26- INSTALLED	1,232	LF	14.30	17,617.60	730	10,439.00	so2 I	7,178.60	1,232	17,617.60	100.00%		0.00	1,761.76	
	114	8' PVC 11-10 SOR 26- MATERIAL	943	LF	20.22	19,067.46	943,	19,067.46		0.00	943 1	19,067.46	100.00%		0.00	1,906.75	
	115	8' PVC 8-10SOR 26 - INSTALLED	943	LF	17.87	16,851.41	632,	11,293.84	311	5,557.57	943	16,851.41	100.00%		0.00	1,685.14	
	119	8" PVC10-12SDR26-MATERIAL	1,422	LF	20.22	28,752.84	1,422i	26,752.84	

I	0.00	1,422	28,752.84	100.00%		0.00	2,875.28	

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
7
2328-7
03/15/24

Item	Description
Contract	Unit Quantity UOM Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

135	8' PVC 16-18 SOR 26-INSTALLEO	880	LF	38.30	33,704.00	400,	15,320.00	
I	0.00	400II	15,320.00	45.45%	18,384.00	1,532.00	
144	10' PVC 16-18 SOR 26-MATERIAL	378	LF	30.81	11,646.18	378i	11,646.18	0.00	378 I	11,646.18	100.00%	0.00	1,164.62		
145	10"PVC16-18 SDR 26- INSTALLED	378	LF	38.30	14,477.40	0.00	0.00	0.00	0.00%	14,477.40	0.00				
154	10" PVC18-20 SOR 26 • MATERIAL	22	LF	30.81	677.82	I
22!
I	677.82	;
I	0.00	22	677.82	100.00%	0.00	67.78	
155	10"PVC 18-20 SDR 26 - INSTALLED	22	LF	44.64	982.08	I I	0.00	i
I	0.00	0.00	0.00%	982.08	0.00		
444	MANHOLE 0-6 - MATERIAL	4	EA	5,034.30	20,137.20	4	20,137.20	0.00	4	20,137.20	100.00%	0.00	2,013.72		
445	MANHOLE 0-6 - INSTALLED	4	EA	536.16	2,144.64	31	1,608.48	0.00	3!	1,608.48	75.00%	536.16	160.85		
449	MANHOLE 6-8 - MATERIAL	6	EA	5,701.99	34,211.94	Bl	34,211.94	I	0.00	61	34,211.94	100.00%	0.00	3,421.20	
450	MANHOLE 6-8• INSTALLED	6	EA	670.20	4,021.20	4	2,680.80	2	1,340.40	61	4,021.20	100.00%	0.00	402.12	
454	MANHOLE 8-10 • MATERIAL	3	EA	6,643.16	19,929.48	3
I	19,929.48	0.00	3	19,929.48	100.00%	0.00	1,992.95		
455	MANHOLE 8-10 - INSTALLED	3	EA	804.24	2,412.72	21	1,608.48	1 I
I	804.24	3	2,412.72	100.00%	0.00	241.26	
459	MANHOLE 10-12 - MATERIAL	5	EA	7,195.28	35,976.40	!
5	35,976.40	I	0.00	5	35,976.40	100.00%	0.00	3,597.64	
460	MANHOLE 10-12 - INSTALLED	5	EA	1,072.32	5,361.60	2	2,144.64	1	1,072.32	3	3,216.96	60.00%	2,144.64	321,69	
464	MANHOLE 12-14• MATERIAL	2	EA	7,877.08	15,754.16	2'	15,754.16	0.00	2,	15,754.16	100.00%	0.00	1,575.42		
465	MANHOLE 12-14- INSTALLED	2	EA	1,072.32	2,144.64	11	1,072.32	0.00	I
1 :
i	1,072.32	50.00%	1,072.32	107.23		
469	MANHOLE 14-16-MATERIAL	2	EA	8,420.21	16,840.42	2	16,840.42	0.00	2J	16,840.42	100.00%	0.00	1,684.04		
470	MANHOLE 14-16- INSTALLED	2	EA	1,340.40	2,680.80	0.00	0.00	0.00	0.00%	2,680.80	0.00				
474	MANHOLE 16-18• MATERIAL	6	EA	9,279.21	55,675.26	sj 55,675.26	:	0.00	6	55,675.26	100.00%	0.00	5,567.53		
475	MANHOLE 16-18 - INSTALLED	6	EA	1,340.40	8,042.40	I	0.00	I
I	0.00	
i	0.00	0.00%	8,042.40	0.00	
484	MANHOLE 18-20-MATERIAL	1	EA	9,839.04	9,839.04	1,
I	9,839.04	0.00	1	9,839.04	100.00%	0.00	983.90		

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
7
2328-7
03/15/24

Item	Description
Contract	Unit Quantity UOM Price
Contract Amount
Previous Qty	Amount
Current Period
Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

485	MANHOLE 18-20- INSTALLED	1	EA	1,608.47	1,608.47	0.00		I	0.00	0.00	0.00%	1,608.47	0.00			
569	SIOOLE LATERAL- MATERIAL	20	EA	595.26	11,005.20	20:	11,005.20	0.00	20	11,005.20	100.00%	0.00	1,190.52			
570	SIOOLE LATERAL - INSTALLED	20	EA	322.24	6,444.80	0.00	10		3,222.40	10 I	3,222.40	50.00%	3,222.40	322.24		
574	DOUBLE LATERIAL - MATERIAL	71	EA	677.09	48,073.39	71	48,073.39	0.00	71	48,073.39	100.00%	0.00	4,807.34			
575	DOUBLE LATERAL- INSTALLED	71	EA	322.24	22,879.04	!	0.00	20		6,444.80	20	6,444.80	28.17%	16,434.24	644.48	
619	8" PVC FORCEMAIN - MATERIAL	1,432	LF	32.37	46,353.84	1,4321	46,353.84		I
i	0.00	1,432 ,	46,353.84	100.00%	0.00	4,636.38	
620	8" PVC FORCEMAIN - INSTALLED	1,432	LF	8.94	12,802.08	0.00	0.00	0.00	0.00%	12,802.08	0.00					
630	FORCEMAIN FITTINGS - MATERIAL		LS		27,584.45	27,684.45		I	0.00	I
I	27,584.45	100.00%	0.00	2,758.45		
634	8" GATE VALVE -MATERIAL	1	EA	2,177.66	2,177.66	1	2,177.66	0.00	1 I	2,177.66	100.00%	0.00	217.77			
635	8" GATE VALVE - INSTALLED	1	EA	426.95	426.95	!	0.00	0.00	0.00	0.00%	426.95	0.00				
689	8' x 8' WET TAP - MATERIAL	1	EA	4,849.99	4,849.99	1!	4,849.99		i	0.00	1	4,849.99	100.00%	0.00	485.00	
690	8' x 8' WET TAP - INSTALLED	1	EA	1,847.54	1,847.54	0.00		I	0.00	0.00	0.00%	1,847.54	0.00			
699	AIR RELEASE VALVE - MATERIAL	1	EA	4,299.35	4,299.35	1	4,299.35		I	0.00	1 I
I	4,299.35	100.00%	0.00	429.94	
700	AlR FREASE VALVE - INSTALLED	1	EA	580.02	580.02	i	0.00	0.00	I	0.00	0.00%	580.02	0.00			
719	LIFT STATION- MATERIAL		LS		460,597.05	460,597.05	0.00	460,597.05	100.00%	0.00	46,059.71					
720	LIFT STATION - INSTALLED		LS		307,954.67	I	0.00	0.00	0.00	0.00%	307,954.67	0.00				
725	CLEAN SANITARY LINES	6,335	LF	1.88	11,909.80	0.00		
i	0.00	0.00	0.00%	11,909.80	0.00			
730	TEST SANITARY LINES	6,335	LF	1.64	10,389.40	0.00		I	0.00	0.00	0.00%	10,389.40	0.00			
735	TEST FORCEMAIN LINES	1,432	LF	1.64	2,348.48	0.00	0.00	0.00	0.00%	2,348.48	0.00					
740	T.V. SANITARY LINES	6,335	LF	2.06	13,050.10	I	0.00		''	0.00	I
I	0.00	0.00%	13,050.10	0.00	
759	DROP CONNECTION - MATERIAL	2	EA	1,266.03	2,532.06	2	2,532.06	0.00	2	2,532.06	100.00%	0.00	253.21			

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
7
2328-7
03/15/24

Balance
ToFinish	Retainage

760	DROP CONNECTION - INSTALLED	2	EA	815.25	1,630.50		I	0.00		
'	0.00	I
i	0.00	0.00%	1,630.50	0.00	
806	WELL POINTS	6,335	LF	16.55	104,844.25	634	10,484.43	2,533	41,921.15	3,1671	52,405.58	49.98%	52,438.67	5,240.56			
Totalfor 14 SDev Sewer	1,624,270.48	1,029,218.79	67,541.48	1,096,760.27	67.52%	527,510.21	109,676.04

1544	18" RCP• MATERIAL	2,945	LF	50.14	147,662.30	2,945	147,662.30		I
!	0.00	2,945	147,662.30	100.00%	0.00	14,766.23	
1545	18" RCP - INSTALLED	2,945	LF	16.71	49,210.95	1,280	21,388.80		I
I	0.00	1,280	21,388.80	43.46%	27,822.15	2,138.88	
1579	24" RCP - MATERIAL	1,879	LF	77.20	145,058.80	1,8791	145,058.80		I	0.00	1,879'	145,058.80	100.00%	0.00	14,505.88	
1580	24" RCP - INSTALLED	1,879	LF	17.61	33,089.19	825	14,528.25		i
I	0.00	825	14,528.25	43.91%	18,560.94	1,452.82	
1614	30" RCP - MATERIAL	737	LF	118.13	87,061.81	737	87,061.81	0.00	737	87,061.81	100.00%	0.00	8,706.18			
1615	30' RCP - INSTALLED	737	LF	20.49	15,101.13	'
I	0.00	184		3,770.16	184	3,770.16	24.97%	11,330.97	377.02	
1649	36' RCP - MATERIAL	2,906	LF	154.40	448,686.40	2,9061	448,686.40	0.00	2,906	448,686.40	100.00%	0.00	44,868.64			
1650	36' RCP - INSTALLED	2,906	LF	28.05	81,513.30	5901	16,549.50	281 I	7,882.05	871	24,431.55	29.97%	57,081.75	2,443.16			
1684	42' RCP - MATERIAL	1,463	LF	210.37	307,771.31	1,463	307,771.31		I	0.00	1,4sa I	307,771.31	100.00%	0.00	ao,m.1a	
1685	42' RCP-INSTALLED	1,463	LF	36.50	53,399.50	0.00	117		4.270.50	4,270.50	8.00%	49,129.00	427.05			
2069	12' HOPE - MATERIAL	50	LF	21.69	1,084.50	50	1,084.50	0.00	I
50 I
I	1,084.50	100.00%	0.00	108.45			
2070	12" HOPE - INSTALLED	50	LF	13.40	670.00		0.00		
I	0.00	0.00	0.00%	670.00	0.00		
2504	STORM MANHOLE - MATERIAL	14	EA	4,137.20	57,920.80	14	57,920.80		!
I
'	0.00	14	57,920.80	100.00%	0.00	5,792.08	
2505	STORM MANHOLE - INSTALLED	14	EA	941.49	13,180.86	8	7,531.92	3 i 2,824.47	11	10,356.39	78.57%	2,824.47	1,035.65			
2689	J MANHOLE - MATERIAL	11	EA	8,535.71	93,892.81	11	93,892.81		
I
I	0.00	11	93,892.81	100.00%	0.00	9,389.29	
2690	J MANHOLE - INSTALLED	11	EA	1,135.55	12,491.05	8,	9,084.40	2		2,271.10	10 '

I	11,355.50	90.91%	1,135.55	1,135.56	

Contract:	2328. Trinity Ga,rdens
Application#: Invoice: Date:
7
2328-7
03/15/24

Balance
To finish	Retainage

2749	12" MES - MATERIAL	1	EA	386.48	386.48	l	386.48	0.00	l I	386.48	100.00%	0.00	38.65		
2750	12" MES - INSTALLED	1	EA	363.77	363.77	I	0.00	0.00	!
!	0.00	0.00%	363.77	0.00		
2754	18" MES - MATERIAL	2	EA	878.90	1,757.80	2'	1,757.80	0.00	2 I	1,757.80	100.00%	0.00	175.78		
2755	18" MES - INSTALLED	2	EA	465.41	930.82	0.00	I	0.00	0.00	0.00%	930.82	0.00			
2759	24" MES - MATERIAL	3	EA	1,138.90	3,416.70	3	3,416.70	
I	0.00	3	3,416.70	100.00%	0.00	341.67	
2760	24" MES - INSTALLED	3	EA	609.86	1,829.58	0.00	0.00	0.00	0.00%	1,829.58	0.00				
2764	30" MES - MATERIAL	3	EA	2,940.36	8,821.08	3	8,821.08	0.00	3	8,821.08	100.00%	0.00	882.11		
2765	30" MES - INSTALLED	3	EA	754.31	2,262.93	0.00	0.00	0.00	0.00%	2,262.93	0.00				
2769	36" MES - MATERIAL	l	EA	3,948.30	3,948.30	1	3,948.30	0.00	1	3,948.30	100.00%	0.00	394.83		
2770	36" MES - INSTALLED	1	EA	754.31	754.31	0.00	1	754.31	1 I	754.31	100.00%	0.00	75.43		
2774	42" MES - MATERIAL	1	EA	4,874.56	4,874.56	11	4,874.56	0.00	1 '	4,874.56	100.00%	0.00	487.46		
2775	42" MES - INSTALLED	1	EA	842.04	842.04	I
I	0.00	1	842.04	1	842.04	100.00%	0.00	84.20	
2989	P-51NLET - MATERIAL	20	EA	5,133.33	102,666.60	2ol 102,666.60	

I	0.00	20
I	102,666.60	100.00%	0.00	10,266.67		
2990	P-5INLET - INSTALLED	20	EA	1,367.98	27,359.60	101
I	13,679.80	5 i
I	6,839.90	I
15	20,519.70	75.00%	6,839.90	2,051.97	
3019	P-61NLET - MATERIAL	20	EA	5,665.15	113,303.00	I
201	113,303.00		0.00	20 I	113,303.00	100.00%	0.00	11,330.30	
3020	P-SINLET-INSTALLED	20	EA	1,247.77	24,955.40	7	8,734.39	4	4,991.08	11	13,725.47	55.00%	11,2'29.93	1,372.55	
3204	J-6INLET - MATERIAL	3	EA	10,477.86	31,433.58	3	31,433.58	I
I	0.00	3	31,433.58	100.00%	0.00	3,143.36	
3205	J-6INLET - INSTALLED	3	EA	1,553.32	4,659.96	l	1,553.32	0.00	1	1,553.32	33.33%	3,106.64	155.33		
3234	TYPE CINLET - MATERIAL	6	EA	3,367.12	20,202.72	6.	20,202.72	0.00	6	20,202.72	100.00%	0.00	2,020.27		
3235	TYPE CINLET - INSTALLEql	6	EA	894.49	5,366.94	0.00	0.00	0.00	0.00%	5,366.94	0.00				
3289	TYPEE INLET - MATERIAL	8	EA	4,245.08	33,960.64	8I'	33,960.64	0.00	8	33,960.64	100.00%	0.00	3,396.07		

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
7
2328-7
03/15/24

Item	Description
Contract	Unit
Quantity UOM Price
Contract Amount
Previous
Qty  Amount
Current Period
Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

3290	TYPE E INLET - INSTALLE0	8	EA	711.61	5,692.88	:	0.00	0.00	0.00	0.00%	5,692.88	0.00			
3349	TYPE HINLET - MATERIAL	2	EA	7,576.51	15,153.02	2	'	15,163.02	
I	0.00	2	15,153.02	100.00%	0.00	1,515.30	
3350	TYPE HINLET - INSTALLE0	2	EA	711.61	1,423.22		0.00	I
:I	0.00	I	0.00	0.00%	1,423.22	0.00		
3564	C CONTROL STRUCTURE - MATERIAL	1	EA	4,690.47	4,690.47	1	4,690.47	I
i	0.00	1	4,690.47	100.00%	0.00	469.05		
3565	C CONTROL STRUCTURE - INSTALLED	1	EA	1,018.65	1,018.65	
I

I	0.00	i
i
i	0.00	0.00	0.00%	1,018.65	0.00		
3567	RIP RAP - MATERIAL	6	SY	60.40	362.40	I	0.00	I
I'	0.00	0.00	0.00%	362.40	0.00		
3568	RIP RAP - INSTALLED	6	SY	24.43	146.58	
I
I	0.00	I	0.00	0.00	0.00%	146.58	0.00		
3855	CLEAN STORM	9,980	LF	2.88	28,742.40	I
!	0.00	I
I	0.00	0.00	0.00%	28,742.40	0.00		
3860	T.V. STORM	9,980	LF	1.88	18,762.40	0.00		0.00	I	0.00	0.00%	18,762.40	0.00			
3910	WELL POINTS	4,078	LF	16.55	67,490.90	0.00	
I	0.00	0.00	0.00%	67,490.90	0.00			
Total for 14SDev Storm Drain	2,085,374.44	1,726,804.06	34,445.61	1,761,249.67	84.46%	324,124.77	176,125.02

Bill Group	0400	14 SDev Domestic Water
]

5514	4" PVC - MATERIAL	820	LF	10.50	8,610.00	820		8,610.00	
I
I
I	0.00	820 I	8,610.00	100.00%	0.00	861.00	
5515	4" PVC - INSTALLED	820	Lf	8.94	7,330.80	0.00	820 II	7,330.80	820 •	7,330.80	100.00%	0.00	733.08			
5519	6" PVC - MATERIAL	590	LF	19.61	11,!i69.90	590		11,569.90	I
I	0.00	590,	11,569.90	100.00%	0.00	1,156.99	
5520	6" PVC- INSTALLED	590	LF	8.94	5,274.60	1401		1,251.60	450 i	4,023.00	590	5,274.60	100.00%	0.00	527.46	
5524	8" PVC - MATERIAL	280	LF	34.17	9,567.60	280		9,567.60	0.00	280	9,567.60	100.00%	0.00	956.76		
5525	8" PVC - INSTALLED	280	LF	8.94	2,503.20	240	-	2,145.60	40	357.60	280	2,503.20	100.00%	0.00	250.32	
5529	10" PVC• MATERIAL	740	LF	49.10	36,334.00	740
!		36,334.00	:	0.00	740	36,334.00	100.00%	0.00	3,633.40	

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
7
2328-7
03/15/24

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

5530	10' PVC-INSTALLED	740	LF	10.73	7,940.20	0.00	i
I	0.00		0.00	0.00%	7,940.20	0.00		
5534	12' PVC-MATERIAL	3,830	LF	67.29	257,720.70	3,830	257,720.70	I
I	0.00	3,830	257,720.70	100.00%	0.00	25,772.07	
5535	12' PVC-INSTALLED	3,830	LF	10.73	41,095.90	392	4,206.16	I	0.00	392I	4,206.16	10.23%	36,889.74	420.62	
5614	WM Slt«3LE SERVICE-MATERIAL	24	EA	534.10	12,818.40	241	12,818.40	I	0.00	24	12,818.40	100.00%	0.00	1,281.84	
5615	WM SI1«3LE SERVICE -	24	EA	268.08	6,433.92	I
41	1,072.32	j	0.00	4	1,072.32	16.67%	5,361.60	107.23	
	INSTALLED					I		i		I					
5619	WM DOUBLE SERVICE - MATERIAL	44	EA	1,040.33	45,774.52	44	45,774.52	0.00	44	45,774.52	100.00%	0.00	4,577.45		
5620	WM DOUBLE SERVICE -	44	EA	268.08	11,795.52	11	2,948.88		0.00	11'I	2,948.88	25.00%	8,846.64	294.89	
	INSTALLED							I		I					
5626	WATER FITTINGS - MATERIAL		LS		59,127.79	I	59,127.79	I	0.00	i
I	59,127.79	100.00%	0.00	5,912.78	
5634	4' GATE VALVE - MATERIAL	3	EA	1,214.34	3,643.02	3	3,643.02	0.00	3	3,643.02	100.00%	0.00	364.30		
5635	4' GATE VALVE - INSTALLED	3	EA	263.18	789.54	0.00	I I	0.00	0.00	0.00%	789.54	0.00			
5644	6" GATE VALVE - MATERIAL	4	EA	1,642.76	6,571.04	41	6,571.04	I
I	0.00	4	6,571.04	100.00%	0.00	657.10	
5645	6" GATE VALVE - INSTALLED	4	EA	263.18	1,052.72	!	0.00	:
I	0.00	I	0.00	0.00%	1,052.72	0.00	
5854	8" GATE VALVE - MATERIAL	2	EA	2,255.35	4,510.70	2	4,510.70	0.00	2	4,510.70	100.00%	0.00	451.07		
5655	8' GATE VALVE - INSTALLED	2	EA	307.04	614.08	1	307.04	0.00	1 I
I	307.04	50.00%	307.04	30.70		
5659	10' GATE VALVE - MATERIAL	2	EA	3,198.44	6,396.88	2'	6,396.88	0.00	2J	6,396.88	100.00%	0.00	639.69		
5660	10" GATE VALVE- INSTALLED	2	EA	307.04	614.08	
'	0.00	0.00	0.00	0.00%	614.08	0.00			
5664	12" GATE VALVE - MATERIAL	16	EA	3,707.23	59,315.68	161	59,315.68	

I	0.00	16	59,315.68	100.00%	0.00	5,931.57	
5665	12' GATE VALVE - INSTALLED	16	EA	350.90	5,614.40	2	701.80	!	0.00	2	701.80	12.50%	4,912.60	70.18	
5689	FIRE HYDRANT - MATERIAL	9	EA	6,897.58	62,078.22	I
91
I	62,078.22	0.00	91	62,078.22	100.00%	0.00	6,207.82		
5690	FIRE HYDRANT - INSTALLED	9	EA	1,184.29	10,658.61	i
11	1,184.29
I	0.00	1	1,184.29	11.11%	9,474.32	11a43			

Contract:	2328. Trinity Ga,rdens
Application#: Invoice:
Date:
7
2328-7
03/15/24

Balance
To Finish	Retainage

5694	2" BLOW OFF - MATERIAL	6	EA	1,167.78	7,006.68	6	7,006.68	0.00	
6 I	7,006.68	100.00%	0.00	700.67		
5695	2" BLOW OFF - tNSTALLEO	6	EA	307.04	1,842.24	

I	0.00	0.00	I	0.00	0.00%	1,842.24	0.00		
5699	AIR RELEASE VALVE- MATERIAL	4	EA	3,607.59	14,430.36	4	14,430.36	

I	0.00	41
!	14,430.36	100.00%	0.00	1,443.04	
5700	AlR RELEASE VALVE - INSTALLED	4	EA	580.02	2,320.08	0.00	0.00	i	0.00	0.00%	2,320.08	0.00			
5760	TEST WATER LINES	6,260	LF	2.25	14,085.00	
I	0.00	0.00	I	0.00	0.00%	14,085.00	0.00		
5775	SAMPLE POINTS• MATERl,AL	7	EA	246.10	1,722.70	I	0.00	0.00	I	0.00	0.00%	1,722.70	0.00		
5776	SAMPLE POINTS - INSTALLED	7	EA	536.16	3,753.12	I
I
I	0.00	0.00	:	0.00	0.00%	3,753.12	0.00		
Totalfor 14 SDev Domestic Water	730,916.20	619,293.18	11,711.«J	631,004.58	86.33%	99,911.62	63,100.46

I BillGroup	0500	4 SDev Recycled Water	J

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
7
2328-7
03/15/24

Item	Description
Balance
To Finish	Retainage

6100	1.5" IRRIGATION SERVICE- INSTALLED	1	EA	311.94	311.94	0.00	0.00	0.00	0.00%	311.94	0.00				
6116	RECLAIM FITTINGS - MATERIAL	1	EA	40,664.99	40,664.99	1 I	40,664.99	0.00	1	40,664.99	100.00%	0.00	4,066.50		
6129	6" GATE VALVE - MATERIAL	29	EA	1,598.90	46,368.10	wl 46,368.10	'
i	0.00	29	46,368.10	100.00%	0.00	4,636.81		
6130	6" GATE VALVE - INSTALLED	29	EA	307.04	8,904.16	5!
I	1,535.20	I
I	0.00	51	1,535.20	17.24%	7,368.96	153.52	
6164	2" BLOW OFF·MATERIAL	9	EA	717.33	6,455.97	9	6,455.97	i	0.00	9	6,455.97	100.00%	0.00	645.60	
6165	2' BLOW OFF -INSTALLED	9	EA	307.04	2,763.36	0.00	0.00	0.00	0.00%	2,763.36	0.00				
6204	6" X 6" WET TAP - MATERIAL	1	EA	3,808.99	3,808.99	1I	3,808.99	0.00	1 I
I	3,808.99	100.00%	0.00	380.90		
6205	6" X fr WET TAP· JNSTALL,ED	1	EA	2,134.82	2,134.82	!	0.00	0.00	I
I	0.00	0.00%	2,134.82	0.00		
6209	AlR FREASE VALVE - MATERIAL	4	EA	3,607.59	14,430.36	4	14,430.36	I
;	0.00	4	14,430.36	100.00%	0.00	1,443.04	
6210	AlR RELEASE VALVE - INSTALLED	4	EA	580.02	2,320.08	0.00	0.00	0.00	0.00%	2,320.08	0.00				
6225	TEST RECLAIM LINES	6,179	LF	2.25	13,902.75		0.00	
I	0.00	0.00	0.00%	13,902.75	0.00		
6240	TIE TOEXISTING	1	EA	1,780.40	1,780.40		0.00	I
I
I	0.00	0.00	0.00%	1,780.40	0.00		
Totalfor 14SDev Recycled water	397,111.88	305,341.85	22,608.60	327,950.45	82.58%	69,161.43	32,795.05

I

Contract:	2328. Trinity Gardens
Application#: Invoice: Date:
7
2328-7
03/15/24

Balance
To finish	Retainage

I

Totalfor 14 SDev Street Paving	1,486,527.00	0.00	0.00	0.00	0.00%	1,488,527.00	0.00

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
7
2328-7
03/15/24

Item	Description
Contract	Unit Quantity UOM Price
Contract Amount
Previous Qty Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
ToFinish	Retainage

8725	STABILIZED ACCESS	2,300	SY	1.81	4,163.00	I	0.00		i
i	0.00		

I	0.00	0.00%	4,163.00	0.00	
8730	STOCKPILE FROM PHI	105,936	CY	0.73	77,333.28	0.00	1#1#11##		77,333.28	105,936		77,333.28	100.00%	0.00	7,733.33		
8735	SLOPE GRADING	13,700	SY	0.60	8,220.00	0.00	0.00	0.00	0.00%	8,220.00	0.00						
8740	SLOPE SOD	13,700	SY	3.19	43,703.00	I	0.00	0.00		I
I	0.00	0.00%	43,703.00	0.00			
Totaltor 14 SDev Dirt Import Export	247,089.75	92,645.55	77,333.28	169,978.83	68.79%	77,110.92	16,997.89

BillGroup	0800	14 SDev Neighborhood Pro1

9504	24' RCP - MATERIAL	38	LF	77.98	2,963.24	38	2,963.24	0.00	38		2,963.24	100.00%	0.00	296.32		
9505	24" RCP - INSTALLED	38	LF	35.71	1,356.98	0.00	0.00	0.00	0.00%	1,356.98	0.00					
9509	30" RCP - MATERIAL	147	LF	116.47	17,121.09	147,	17,121.09	0.00	147		17,121.09	100.00%	0.00	1,712.11		
9510	30" RCP - INSTALLED	147	LF	35.74	5,253.78	i
:	0.00	!
!	0.00	0.00	0.00%	5,253.78	0.00			
9514	30" MES - MATERIAL	2	EA	2,940.36	5,880.72	'
I	0.00	!	0.00	0.00	0.00%	5,880.72	0.00			
9515	30' MES - INSTALLED	2	EA	754.31	1,508.62	i	0.00	I'
I	0.00		

I	0.00	0.00%	1,508.62	0.00	
9519	TYPE CINLET- MATERIAL	1	EA	3,380.11	3,380.11	1,	3,380.11	0.00	1		3,380.11	100.00%	0.00	338.01		
9520	TYPE CINLET - INSTALLE	1	EA	718.71	718.71	0.00	0.00	0.00	0.00%	718.71	0.00					
9525	TIE INTOEXISTING	1	EA	5,596.47	5,596.47	I	0.00	0.00		

I	0.00	0.00%	5,596.47	0.00		
9530	CLEAN STORM	185	LF	2.88	532.80	0.00	0.00		0.00	0.00%	532.80	0.00				
9535	T.V. STORM	185	LF	1.88	347.80	0.00	0.00		0.00	0.00%	347.80	0.00				
9540	WELLPOINTS	185	LF	16.55	3,061.75	0.00	0.00		I	0.00	0.00%	3,061.75	0.00			
9604	12" PVC - MATERJAL	83	LF	80.18	6,654.94	83	6,654.94	0.00	83		6,654.94	100.00%	0.00	665.49		
9605	12" PVC•INSTALLED	83	LF	35.73	2,965.59	I	0.00	'
I	0.00	0.00	0.00%	2,965.59	0.00			

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
7
2328-7
03/15/24

Item	Description
Contract	Unit Quantity UOM Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete

Balance
To Finish	Retainage

9610	DIFECTIONAL DRILL16'	60	EA	382.71	22,962.60	0.00		
I	0.00	I	0.00	0.00%	22,962.60	0.00		
9614	2" JUMPER - MATERIAL	1	EA	1,745.55	1,745.55	1	1,745.55	0.00	1 I	1,745.55	100.00%	0.00	174.56			
9615	2' JUMPER - INSTALLED	1	EA	219.31	219.31	I	0.00	0.00	I	0.00	0.00%	219.31	0.00			
9619	12' x 12" WET TAP - MATERIAL	2	EA	8,985.44	17,970.88	21	17,970.88		I	0.00	2	17,970.88	100.00%	0.00	1,797.09	
9620	12' x12" WET TAP - INSTALLED	2	EA	2,146.07	4,292.14	I'	0.00		:
I	0.00	0.00	0.00%	4,292.14	0.00		
9625	TEST WATER LINES	143	LF	2.25	321.75	0.00		I
!	0.00	0.00	0.00%	321.75	0.00			
9629	SAMPLE POINTS -MATERIAL	2	EA	246.10	492.20	0.00		'
I	0.00	0.00	0.00%	492.20	0.00			
9630	SAMPLE POINTS - INSTALLED	2	EA	536.16	1,072.32	0.00		1	0.00	0.00	0.00%	1,072.32	0.00			
9705	1.25" MILLEXISTING	2,845	SY	5.46	15,533.70	
I	0.00	0.00	0.00	0.00%	15,533.70	0.00				
9710	ASPHALT FC-9.51.25"	4,470	SY	16.96	75,811.20	
'	0.00	0.00	0.00	0.00%	75,811.20	0.00				
9715	ASPHALT 2" S.P 12.5	1,630	SY	17.42	28,394.60	0.00		I	0.00	!	0.00	0.00%	28,394.60	0.00		
9719	LIMEROCK 16"(FULL DEPTH) - MATERIAL	1,630	SY	10.44	17,014.60	0.00		;	0.00	I
i	0.00	0.00%	17,014.60	0.00		
9720	LIMEROCK 16" (FULLDEPTH) - INSTALLED	1,630	SY	4.94	8,052.20	!
i
I	0.00	0.00	0.00	0.00%	8,052.20	0.00				
9724	STABILIZER 12" - MATERl L	750	SY	5.14	3,855.00	I	0.00	0.00	0.00	0.00%	3,855.00	0.00				
9725	STABILIZER 12" - INSTALLED	750	SY	1.81	1,357.50	'	0.00		0.00	

I	0.00	0.00%	1,357.50	0.00		
9730	REMOVE SREPLACE FENCE	193	LF	33.04	6,376.72	0.00		0.00	I	0.00	0.00%	6,376.72	0.00			
9735	5' SIDEWALK 4" THICK	1,386	LF	35.75	49,549.50	0.00	0.00	

'	0.00	0.00%	49,549.50	0.00				
9740	8' SIDEWALK 4" THICK	13	LF	56.64	736.32	
I	0.00	0.00	0.00	0.00%	736.32	0.00				
9745	5' WHEEL CHAIR RAMP	2	EA	1,574.01	3,148.02	0.00	'	
I
I	0.00	0.00	0.00%	3,148.02	0.00			
9750	12 WHEELCHAIR RAMP	2	EA	3,048.44	6,096.88	0.00	I	I	0.00	I
i
I	0.00	0.00%	6,096.88	0.00		

Contract:	2328. Trinity Ga,rdens
Application #:
Invoice: Date:
7
2328-7
03/15/24

Item	Description
Contract	Unit Quantity UOM Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

9755	SIGNS 6 PAVEMENT MARKINGS		LS		21,062.50	0.00	i	0.00	!	0.00	0.00%	21,062.50	0.00		
9760	R/W GRADING - OFFSITE	8,526	SY	0.81	6,906.06	0.00	0.00	0.00	0.00%	6,906.06	0.00				
9765	R/W SOO • OFFSITE	8,526	SY	3.19	27,197.94	i	0.00	0.00	0.00	0.00%	27,197.94	0.00			
9770	SIGNS 6 PAVEMENT MAR INGS		LS		20,947.50	I	0.00	

I	0.00	0.00	0.00%	20,947.50	0.00		
9775	MOT		LS		30,045.00	I
I	0.00	i
i	0.00	
'	0.00	0.00%	30,045.00	0.00	
Total for 14 SDevNeighborhood Prop lmpr	428,504.59	49,835.81	0.00	49,835.81	11.63%	378,688.78	4,983.58

	 --	-		-	----"'----												
	9905	SURVEY		LS		37,935.63	11,380.69		i	3,793.56	i	15,174.25	40.00%	22,761.38		1,517.44	
	9910	ASBUILTS		LS		13,547.50	0.00		'	0.00	I
I	0.00	0.00%	13,547.50	0.00		
	9915	MOBILIZATION		LS		42,925.00	17,170.00		
I	4,292.50	I	21,462.50	50.00%	21,462.50	2,146.25		
	9920	GEOTECH TESTING		LS		61,800.00	

I	12,360.00	I		6,180.00	I'	18,540.00	30.00%	43,260.00	1,854.00	
	9925	LOT TESTING	110	EA	150.00	16,500.00	i
I	0.00	0.00	0.00	0.00%	16,500.00	0.00				
	9930	ENVIRONMENTAL		LS		4,598.03	I	1,379.41		

I	459.80	1,839.21	40.00%	2,758.82	183.92		
	9935	S.WP.P.P.		LS		3,750.00	i	750.00		

I
!	0.00	750.00	20.00%	3,000.00	75.00		
Total for 14 SDev Misc In-Tract Cpst	181,056.16

Grand Totals
9,272,676.30

APPLICATION AND CERTIFICATE FOR PAYMENT	Invoice #: 2328-10
To Owner: Landsea Homes	Project	2328. Trinity Gardens 2420 S Lakemont Avenue, Suite 450

Orlando, FL 32814
From Contractor. Blue Ox Enterprises, LLC	Via Architect:
500 North Way
Sanford, FL 32773
Contract For:
Application No.:	10
PeriodTo:	6/15/2024
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 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 ....................... .
Net Change By Change Order ................... .
Contract Sum To Date ......................... .
Total Completed and Stored To Date .............. . 5.Retainage:
10.00% of Completed Work
$757,527.05
$9,272,676.30
$3,712.00
$9,276,388.30
$7,575,269.33
CONTRACTOR:	Blue Ox Enterprises, LLC
By:	C•00
State of: "Ftc.::,,;.	I
Subscribed a wboet m. me thtiso

Date

Lo/ll.\)24

County of: --	'-"'e.)
,day of	-€.. '2.6 ..5-1
0.00% of Stored Material
$0.00
NotaryPubli•	- ••	. --;;::, :.	-------: L• -.-.	'-1
Total Retainage .......................... .	$757,527.05

Inaccordancewiththe Contract Documents, based onon-site ooselvati5nsai'Kfttledata comprising the above application, the Architect certifies to the Owner that to the bestof the Architect's knowledge, information, and belief, the Work has progressed asindicated,
the quality ofthe Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED.

AMOUNTCERTIFIED  $ 743,990.22
(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 with 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.

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
10
2328-10
06/15/24

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	
BillGroup	0100	14 SDev Rough Grading
. -	--
8005	INLETPROTECTION	58	EA	129.79	7,527.82	I	0.00	58		7,527.82	58	7,527.82	100.00%	0.00	752.78	
8010	TREE PROTECTION	14,190	LF	6.32	89,680.80	14,190	89,680.80		I	0.00	14,190	89,680.80	100.00%	0.00	8,968.08	
8020	SILTFENCE	8,740	LF	1.40	12,236.00	8,740	12,236.00		0.00	8,740	12,236.00	100.00%	0.00	1,223.60		
8025	DOUBLE SILT FENCE	6,867	LF	2.82	19,364.94	6,867	19,364.94		0.00	6,867	19,364.94	100.00%	0.00	1,936.49		
8035	CLEARINGCHIP & HAUL	36	ACR	7,782.50	280,170.00	36	280,170.00		i	0.00	36	280,170.00	100.00%	0.00	28,017.00	
8060	STRIPPINGS	28,018	CY	1.67	46,786.72	28,016	46,786.72	0.00	28,018
I	46,786.72	100.00%	0.00	4,678.67			
8055	EXCAVATION	221,337	CY	2.03	449,314.11	221,337	449,314.11	0.00	221,337	449,314.11	100.00%	0.00	44,931.40			
8070	EMBANKMENT	115,401	CY	0.73	84,242.73	115,401[	84,242.73	0.00	115,401	84,242.73	100.00%	0.00	8,424.27			
8071	PADGRADING	110	EA	195.63	21,519.30	221	4,303.88	44		8,607.72	68 .	12,911.58	60.00%	8,607.72	1,291.16	
8085	POND GRADING	12,990	SY	0.68	8,833.20	12,990[	8,833.20	0.00	12,990	8,833.20	100.00%	0.00	883.32			
8090	SWALEGRADING	1,250	SY	0.68	850.00	I	0.00	0.00	0.00	0.00%	850.00	0.00				
8110	TIEIN GRADING	10,216	SY	0.58	5,925.28	I
I
I	0.00		:	0.00	0.00	0.00%	5,925.28	0.00		
8115	R/WGRADING	17,520	SY	0.58	10,161.60	I
I	0.00	B,760		5,080.80	8,760I	5,080.80	50.00%	5,080.80	508.08	
8135	SLOPE GRADING	10,156	SY	0.60	6,093.60	0.00		I	0.00	I	0.00	0.00%	6,093.60	0.00		
8180	PONDSOD	12,990	SY	3.19	41,438.10	0.00	0.00	I
i	0.00	0.00%	41,438.10	0.00				
8185	SWALE SOD	1,250	SY	3.19	3,987.50	0.00	0.00	I I
I	0.00	0.00%	3,987.50	0.00				
8190	R/WSOD	5,834	SY	3.19	18,610.46	0.00	0.00	I	0.00	0.00%	18,610.46	0.00				
8205	SEEDSMULCH	19	ACR	1,125.00	21,375.00	0.00	0.00	

I	0.00	0.00%	21,375.00	0.00				
8210	MULCHPATH	2,260	SY	48.13	108,773.80	0.00	0.00	i	0.00	0.00%	108,773.80	0.00				
8220	STRIP SOD	3,768	SY	3.19	12,019.92	0.00	0.00	0.00	0.00%	12,019.92	0.00					

Contract:	2328. Trinity Gardens
Application#: Invoice: Date:
10
2328-10
06/15/24

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To finish	Retainage	

8230	SLOPE SOD	10,156	SY	3.19	32,397.64	0.00	0.00		I	0.00	0.00%	32,397.64	0.00		
8235	SOD TIE IN	10,092	SY	3.19	32,193.48	I	0.00	0.00		I
I	0.00	0.00%	32,193.48	0.00	
8295	RETAINING WALL	12,951	SF	32.44	420,130.44	11,6551	378,101.00	0.00	11,655		378,101.00	90.00%	42,029.44	37,810.10	
8300	42" HANDRAIL	3,021	LF	45.16	136,428.36	

I	0.00	0.00	0.00	0.00%	136,428.36	0.00			
8310	DEWATERING		LS		221,765.00	221,765.00	0.00	221,765.00	100.00%	0.00	22,176.50				
Total for 14 SDev Rough Grading	2,091,825.80	1,594,798.36	21,216.34	1,616,014.70	77.25%	475,811.10	161,601.45

I	BillGroup	0200	14 $Dev Sewer

104	8" PVC 0-6 SOR 26- MATERIAL	445	LF	20.22	8,997.90	4451	8,997.90	
!	0.00	445	8,997.90	100.00%	0.00	899.79	
105	8' PVC 0-6SOR 26- INSTALLED	445	LF	12.62	5,615.90	445·I
I	5,615.90	'I	0.00	445	5,615.90	100.00%	0.00	561.59	
109	8" PVC 6-8 SOR 26- MATERIAL	1,232	LF	20.22	24,911.04	1,2a2i	24,911.04	I	0.00	1,2321	24,911.04	100.00%	0.0D	2,491.10	
110	8' PVC 6-8 SOR 26- INSTALLED	1,232	LF	14.30	17,617.60	1,232	17,617.60		0.00	1,232 !	17,617.60	100.00%	0.00	1,761.76	

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
10
2328-10
06/15/24

Item

130	8'PVC14-16 SOR 26 • INSTALLED	556	LF	31.54	17,536.24	556		17,536.24	0.00	556	17,536.24	100.00%	0.00	1,763.62	
134	8"PVC16-18 SOR 26- MATERIAL	880	LF	20.22	17,793.60	880		17,793.60	0.00	880	17,793.60	100.00%	0.00	1,779.36	
135	8"PVC16-18SDR26- INSTALLED	880	LF	38.30	33,704.00	862	

1	33,001.76	0.00	862	33,001.76	97.92%	702.24	3,300.18	
l

444  MANHOLE 0-6- MATERIAL	4	EA	5,034.30	20,137.20	4
20,137.20	!
0.00	4 I	20,137.20	100.00%	0.00	2,013.72

I	I

1

Contract:	2328. Trinity Gardens
Application#; Invoice:
Date:
10
.2328-10 06/15/24

Balance
To Finish	Retainage

470	MANHOLE 14-16- INSTALLED	2	EA	1,340.40	2,680.80	21
!	2,680.80	0.00	:
2	2,680.80	100.00%	0.00	268.08			
474	MANHOLE 16-18-MATERIAL	6	EA	9,279.21	55,675.26	6j	55,675.26	0.00	6	55,675.26	100.00%	0.00	5,567.53				
475	MANHOLE 16-18-tNSTALLED	6	EA	1,340.40	8,042.40	I
5[	6,702.00	0.00	5	6,702.00	83.33%	1,340.40	670.20			
484	MANHOLE18-20 - MATERIAL	1	EA	9,839.04	9,839.04	11	9,839.04	0.00	1	9,839.04	100.00%	0.00	983.90			
485	MANHOLE 18-20 - INSTALLED	1	EA	1,608.47	1,608.47	i
1:	1,608.47	0.00	1	1,608.47	100.00%	0.00	160.85			
569	SINGLE LATERAL - MATERIAL	20	EA	595.26	11,905.20	201	11,905.20		
I	0.00	20	11,905.20	100.00%	0.00	1,190.52	
570	SINGLE LATERAL - INSTALLED	20	EA	322.24	6,444.80	20'	6,444.80		I	0.00	20	6,444.80	100.00%	0.00	644.48	
574	DOUBLE LATERIAL - MATERIAL	71	EA	677.09	48,073.39	71	48,073.39		
I	0.00	71	48,073.39	100.00%	0.00	4,807.34	
575	DOUBLE LATERAL- INSTALLED	71	EA	322.24	22,879.04	20	6,444.80		I	0.00	20	6,444.80	28.17%	16,434.24	644.48	
619	8" PVC FORCEMAIN - MATERIAL	1,432	LF	32.37	46,353.84	1,432	46,353.84		:	0.00	1,432	46,353.84	100.00%	0.00	4,635.38	
620	8' PVC FORCEMAIN - INSTALLED	1,432	lF	8.94	12,802.08	1,432	12,802.08		
I	0.00	1,432	12,802.08	100.00%	0.00	1,280.21	
630	FORCEMAINFITTINGS - MATERIAL		LS		27,584.45	27,584.45		
:	0.00	I	27,584.45	100.00%	0.00	2,758.45		
634	8" GATE VALVE - MATERIAL	1	EA	2,177.66	2,177.66	1	2,177.66	0.00	1 i
!	2,177.66	100.00%	0.00	217.77			
635	8" GATE VALVE - INSTALLED	1	EA	426.95	426.95	1	426.95	0.00	1 I
I	426.95	100.00%	0.00	42.70			
689	8' x 8' WET TAP - MATERIAL	1	EA	4,849.99	4,849.99	1	4,849.99	0.00	1	4,849.99	100.00%	0.00	485.00			
690	8' x 8" WET TAP - INSTALLED	1	EA	1,847.54	1,847.54	

I	0.00	1		1,847.54	1	1,847.54	100.00%	0.00	184.75	
699	AIRRELEASE VALVE - MATERIAL	1	EA	4,299.35	4,299.35	1	4,299.35	0.00	1 I
i	4,299.35	100.00%	0.00	429.94			
700	AIRRELEASE VALVE- INSTALLED	1	EA	580.02	580.02	0.00	1		580.02	1	580.02	100.00%	0.00	58.00		
719	LIFT STATION - MATERIAL		LS		460,597.05	460,597.05	0.00	460,597.05	100.00%	0.00	46,059.71					

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
10
2328-10
06/15/24

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty  Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

720	LIFT STATION - INSTALLED		LS		307,954.67		!
I	92,386.00	138,580.00	230,966.00	75.00%	76,988.67	23,096.60			
725	CLEAN SANITARY LINES	6,335	LF	1.88	11,909.80		I	0.00	5,560	10,452.80	5,560 I	10,452.80	87.77%	1,457.00	1,045.28	
730	TEST SANITARY LINES	6,335	LF	1.64	10,389.40	0.00	5,560	9,118.40	5,560 Ii	9,118.40	87.77%	1,271.00	911.84			
735	TEST FORCEMAIN LINES	1,432	lF	1.64	2,348.48		I
I	0.00	1,432	,	2,348.48
I	1,432 :	2,348.48	100.00%	0.00	234.85	
740	T.V. SANITARY LINES	6,335	LF	2.06	13,050.10		I
I	0.00	5,560	/	11,453.60	5,560	11,453.60	87.77%	1,596.50	1,145.36	
759	DROP CONNECTION· MATERIAL	2	EA	1,266.03	2,532.06	2		2,532.06	0.00	2	2,532.06	100.00%	0.00	253.21		
760	DROP CONNECTION •	2	EA	815.25	1,630.50	2	1,630.60	0.00	2	1,630.50	100.00%	0.00	163.05				
	INSTALLED					I	i									
805	WELLPOINTS	6,335	LF	16.55	104,844.25	i
5,560j	92,009.73	0.00	5,560
I	92,009.73	87.76%	12,834.52	9,200.98				
Total for 14 SDev Sewer	1,624,270.48	1,295,835.38	174,380.84	1,470,216.22	90.52"/4	154,054.26	147,021.65

t	BillGroup	0300	u:SDev Storm Drain										--J			
1544	18" RCP • MATERIAL	2,945	LF	50.14	147,662.30	2,945: 147,662.30		I
i	0.00	2,945	147,662.30	100.00%	0.00	14,766.23	
1545	18" RCP-lNSTALLED	2,945	lF	18.71	49,210.95	2,945	49,210.95	0.00	2,945I	49,210.95	100.00%	0.00	4,921.10			
1579	24" RCP• MATERIAL	1,879	lF	77.20	145,058.80	1,879 145,058.80	0.00	1,879 I	145,058.80	100.00%	0.00	14,505.88			
1580	24" RCP - INSTALLED	1,879	LF	17.61	33,089.19	1,2221 21,522.37	

'		0.00	1,222	21,522.37	65.04%	11,006.82	2,152.23	
1614	30" RCP • MATERIAL	737	LF	118.13	87,061.81	7371 87,061.81	0.00	737 !	87,061.81	100.00%	0.00	8,706.18			
1615	30" RCP - INSTALLED	737	LF	20.49	15,101.13	mi 15,101.13			0.00	737!
I	15,101.13	100.00%	0.00	1,510.12	
1649	36" RCP • MATERIAL	2,906	LF	154.40	448,686.40	2,906  448,686.40	0.00	I
2,906 i	448,686.40	100.00%	0.00	44,868.64			
1650	36" RCP -INSTALLED	2,906	LF	28.05	81,513.30	871	24,431.55	0.00	871	24,431.55	29.97%	57,081.75	2,443.16			
1684	42" RCP • MATERIAL	1,463	LF	210.37	307,TTl.31	1,463 307,771.31
'	0.00	1,463	307,771.31	100.00%	0.00	30.777.13			

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
10
2328-10
06/15/24

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

1685	42" RCP • INSTALLED	1,463	lF	36.50	53,399.50	1,463	53,399.50	i	0.00	1,463 l	53,399.50	100.00%	0.00	5,339.95	
2069	12" HOPE - MATERIAL	50	LF	21.69	1,084.50	50	1,084.50	!	0.00	50	1,084.50	100.00%	0.00	108.45	
2070	12" HOPE • INSTALLED	50	LF	13.40	670.00	50
'	670.00	I	o.oo	50	670.00	100.00%	0.00	67.00	
2504	STORM MANHOLE • MATERIAL	14	EA	4,137.20	57,920.80	14	57,920.80	0.00	14	57,920.80	100.00%	0.00	5,792.08		
2505	STORM MANHOLE - INSTALLED	14	EA	941.49	13,180.86	14	13,180.86	0.00	14	13,180.86	100.00%	0.00	1,318.10		
2689	J MANHOLE·MATERIAL	11	EA	8,535.71	93,892.81	11 '	93,892.81	0.00	11 I	93,892.81	100.00%	0.00	9,389.29		
2690	J MANHOLE - INSTALLED	11	EA	1,135.55	12,491.05	11I
I	12,491.05	'	0.00	11	12,491.05	100.00%	0.00	1,249.12	
2749	12" MES·MATERIAL	1	EA	386.48	386.48	,I	386.48	'
t	0.00	1	386.48	100.00%	0.00	38.65	
2750	12'' MES·INSTALLED	1	EA	363.77	363.77	1 i	363.77	0.00	1 I	363.77	100.00%	0.00	36.38		
2754	18" MES - MATERIAL	2	EA	878.90	1,757.80	2	1,757.80	0.00	2!	1,757.80	100.00%	0.00	175.78		
2755	18" MES - INSTALLED	2	EA	465.41	930.82	2	930.82	
I	0.00	2i
I	930.82	100.00%	0.00	93.08	
2759	24" MES• MATERIAL	3	EA	1,138.90	3,416.70	31	3,416.70	I	0.00	3	3,416.70	100.00%	0.00	341.67	
2760	24" MES• INSTALLED	3	EA	609.86	1,829.58	3	1,829.58	I
I	0.00	3	1,829.58	100.00%	0.00	182.96	
2764	30" MES - MATERIAL	3	EA	2,940.36	8,821.08	3!
I	8,821.08	't	0.00	3	8,821.08	100.00%	0.00	882.11	
2765	30" MES• INSTALLED	3	EA	754.31	2,262.93	3	2,262.93	;
i	0.00	3	2,262.93	100.00%	0.00	226.29	
2769	36" MES - MATERIAL	1	EA	3,948.30	3,948.30	1	3,948.30	0.00	1	3,948.30	100.00%	0.00	394.83		
2770	36" MES • INSTALLED	1	EA	754.31	754.31	1	754.31	0.00	1	754.31	100.00%	0.00	75.43		
2774	42" MES • MATERIAL	1	EA	4,874.56	4,874.56	1	4,874.56	
I	0.00	1	4,874.56	100.00%	0.00	487.46	
2775	42" MES· INSTALLED	1	EA	842.04	842.04	1I	842.04	I	0.00	1	842.04	100.00%	0.00	84.20	
2989	P-51NI.ET• MATERIAL	20	EA	5,133.33	102,666.60	20iI	102,666.60	I	0.00	201	102,666.60	100.00%	0.00	10,266.67	
2990	P-511'-i..ET-INSTALLED	20	EA	1,367.98	27,359.60	201
I	27,359.60	0.00	20i
l	27,359.60	100.00%	0.00	2,735.96		

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
10
2328-10
06/15/24

Item

3019	P-6IIll.ET· MATERIAL	20	EA	5,665.15	113,303.00	20	113,303.00		i	0.00	20 1	113,303.00	100.00%	0.00	11,330.30	
3020	P-6INLET·INSTALLED	20	EA	1,247.77	24,955.40	20	24,955.40		i
'	0.00	20	24,955.40	100.00%	0.00	2,495.54	
3204	J-6 IIILET • MATERIAL	3	EA	10,477.86	31,433.58	3	31,433.58		i	0.00	3	31,433.58	100.00%	0.00	3,143.36	
3205	J-6 It-UT·INSTALLED	3	EA	1,553.32	4,659.96	3	4,659.96	0.00	3	4,659.96	100.00%	0.00	465.99			
3234	TYPE C INLET• MATERIAL	6	EA	3,367.12	20,202.72	6,	20,202.72	0.00	6	20,202.72	100.00%	0.00	2,020.27			
3235	TYPE CINLET• INSTALLED	6	EA	894.49	5,366.94	sl	5,366.94	0.00	61	5,366.94	100.00%	0.00	536.69				
3289	TYPE EINLET·MATERIAL	8	EA	4,245.08	33,960.64	al	33,960.64	0.00	8	33,960.64	100.00%	0.00	3,396.07			
3290	TYPE E INLET·INSTALLED	8	EA	711.61	5,692.88	6	4,269.66	0.00	61	4,269.66	75.00%	1,423.22	426.97			
3349	TYPE HINLET·MATERIAL	2	EA	7,576.51	15,153.02	2	15,153.02	0.00	2\	15,153.02	100.00%	0.00	1,515.30			
3350	TYPE HINLET - INSTALLED	2	EA	711.61	1,423.22	1
'	711.61		I
I	0.00	1 I	711.61	50.00%	711.61	71.16	
3564	C CX)NTROL STRUCTURE • MATERIAL	1	EA	4,690.47	4,690.47	I
1	4,690.47		I I
I	0.00	1	4,690.47	100.00%	0.00	469.05	
3565	C CX)NTROL STRUCTURE • INSTALLED	1	EA	1,018.65	1,018.65	1	1,018.65	0.00	1	1,018.65	100.00%	0.00	101.87			
3567	RIP PAP• MATERIAL	6	SY	SD.40	362.40	I	0.00	0.00	0.00	0.00%	362.40	0.00				
3568	RIP PAP - INSTALLED	6	SY	24.43	146.58	I	0.00	0.00	0.00	0.00%	146.58	0.00				
3855	CLEAN STORM	9,980	LF	2.88	28,742.40	i
'I
I	0.00	9,766	
I	28,126.08	9,766	28,126.08	97.86%	616.32	2,812.61	
3860	T.V. STORM	9,980	LF	1.88	18,762.40	0.00	9,766		18,360.08	9,7661	18,360.08	97.86%	402.32	1,836.01		
3910	WELLPOINTS	4,078	LF	16.55	67,490.90	4,078	67,490.90	0.00	4,078 I'	67,490.90	100.00%	0.00	6,749.09			
Total for 14 SDev Storm Drain	2,085,374.44	1,966,577.26	46,486.16	2,013,063.42	96.53%	72,311.02	201,306.41

BillGroup	0400	14 SDev Domestic Water

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
10
2328-10
06/15/24

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

5514	4" PVC - MATERIAL	820	LF	10.50	8,610.00	820	8,610.00		0.00	820 I	8,610.00	100.00%	0.00	861.00	
5515	4" PVC - INSTALLED	820	LF	8.94	7,330.80	820	7,330.80		0.00	820 I
1	7,330.80	100.00%	0.00	733.08	
5519	6" PVC - MATERIAL	590	LF	19.61	11,569.90	590	11,569.90	I
I	0.00	590 I	11,569.90	100.00%	0.00	1,156.99	
5520	6" PVC - INSlALLED	590	LF	8.94	5,274.60	590	5,274.60	l
I	0.00	590	5,274.60	100.00%	0.00	527.46	
5524	8' PVC - MATERIAL	280	LF	34.17	9,567.60	280	9,567.60	I	0.00	280	9,567.60	100.00%	0.00	956.76	
5525	8" PVC- INSTALLED	280	LF	8.94	2,503.20	280	2,503.20	0.00	280	2,503.20	100.00%	0.00	250.32		
5529	10" PVC - MATERIAL	740	LF	49.10	36,334.00	740!1	36,334.00	0.00	740	36,334.00	100.00%	0.00	3,633.40		
5530	10" PVC - INSTALLED	740	LF	10.73	7,940.20	7401	7,940.20	I
I	0.00	740	7,940.20	100.00%	0.00	794.03	
5534	12" PVC - MATERIAL	3,830	LF	67.29	257,720.70	3,830	257,720.70	I'	0.00	s,83□I	257,720.70	100.00%	0.00	25,772.07	
5535	12'' PVC-INSTALLED	3,830	LF	10.73	41,095.90	3,830	41,095.90	0.00	s.aao I	41,095.90	100.00%	0.00	4,109.60			
5614	WM SINGLE SERVICE- MATERIAL	24	EA	534.10	12,818.40	24	12,818.40	
!
i	0.00	241	12,818.40	100.00%	0.00	1,281.84	
5615	WM SINGLE SERVICE - INSTALLED	24	EA	268.08	6,433.92	I
24	6,433.92		0.00	24	6,433.92	100.00%	0.00	643.39	
5619	WM OOUBLE SERVICE -	44	EA	1,040.33	45,774.52	44,	45,774.52		0.00	44	45,774.52	100.00%	0.00	4,577.45	
	MATERIAL														
5620	WM DOUBLE SERVICE - INSTALLED	44	EA	268.08	11,795.52	44	11,795.52	I	0.00	44	11,795.52	100.00%	0.00	1,179.55	
5626	WATER FITTINGS • MATERIAL		LS		59,127.79	I	59,127.79	

I	0.00	59,127.79	100.00%	0.00	5,912.78		
5634	4" GATE VALVE -MATERIAL	3	EA	1,214.34	3,643.02	sl	3,643.02	I	0.00	3	3,643.02	100.00%	0.00	364.30	
5635	4" GATE VALVE - INSTALLED	3	EA	263.18	789.54	al	789.54	0.00	3	789.54	100.00%	0.00	78.95		
5644	6" GATE VALVE • MATERIAL	4	EA	1,642.76	6,571.04	4	6,571.04	0.00	4	6,571.04	100.00%	0.00	657.10		
5845	6" GATE VALVE - INSTALLED	4	EA	263.18	1,052.72	4	1,052.72	0.00	4	1,052.72	100.00%	0.00	105.27		

Contract:	2328. Trinity Gardens
Application#: Invoice: Date:
10
2328-10
06/15/24

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

5654	8" GATE VALVE - MATERIAL	2	EA	2,255.35	4,510.70	21
I	4,510.70	I
!	0.00	2	4,510.70	100.00%	0.00	451.07	
5655	B" GATE VALVE - INSTALLED	2	EA	307.04	614.08	21
I	614.08	0.00	2	614.08	100.00%	0.00	61.40		
5659	10" GATE VALVE - MATERIAL	2	EA	3,198.44	6,396.88	2f	6,396.88	I	0.00	2	6,396.88	100.00%	0.00	639.69	
5660	10" GATE VALVE - INSTALLED	2	EA	307.04	614.08	2:	614.08	'	0.00	2	614.08	100.00%	0.00	61.41	
5664	12" GATE VALVE - MATERIAL	16	EA	3,707.23	59,315.88	16	59,315.68	0.00	10 I	59,315.68	100.00%	0.00	5,931.57		
5665	12" GATE VALVE - INSTALLED	16	EA	350.90	5,614.40	16	5,614.40	
I	0.00	16 II	5,614.40	100.00%	0.00	561.44	
5689	FIRE HYDRANT - MATERIAL	9	EA	6,897.58	62,078.22	91	62,078.22	I	0.00	I
9	62,078.22	100.00%	0.00	6,207.82	
5690	FIRE HYDRANT - INSTALLED	9	EA	1,184.29	10,658.61	9	10,658.81	!	0.00	9	10,658.61	100.00%	0.00	1,065.86	
5694	2" BLOW OFF - MATERIAL	6	EA	1,167.78	7,006.68	8 '	7,006.68	'	0.00	6	7,006.68	100.00%	0.00	700.67	
5695	2" BLOW OFF - l NSTALLED	6	EA	307.04	1,842.24	0.00	3	921.12	3	921.12	50.00%	921.12	92.11			
5699	AIR RELEASE VALVE- MATERIAL	4	EA	3,607.59	14,430.36	4	14,430.36	

I	0.00	4	14,430.36	100.00%	0.00	1,443.04	
5700	AlR RELEASE VALVE - INSTALLED	4	EA	580.02	2,320.08		0.00	41	2,320.08	4	2,320.08	100.00%	0.00	232.01	
5760	TEST WATER LINES	6,260	LF	2.25	14,085.00	8,260	14,085.00	;
I	0.00	6,260	14,085.00	100.00%	0.00	1,408.50	
5775	SAMPLE POINTS- MATERIAL	7	EA	246.10	1,722.70	I	0.00	7 .	1,722.70	11	1,722.70	100.00%	0.00	172.27	
5776	SAMPLE POINTS - INSTALLED	7	EA	536.16	3,753.12	0.00	0.00	i
I	0.00	0.00%	3,753.12	0.00			

Total for 14 SDev Domestic Water	730,916.20	721,278.06	4,963.90	726,241.96	99.36%	4,674.24	72,624.20

I

...

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
10
2328-10
06/15/24

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

6089	RM SINGLE SERVICE • MATERIAL	18	EA	490.24	8,824.32	18	8,824.32	i
:	0.00	18	8,824.32	100.00%	0.00	882.43	
6090	RM SINGLE SERVICE • INSTALLED	18	EA	311.94	5,614.92	18	5,614.92	0.00	18
I	5,614.92	100.00%	0.00	561.49		
6092	RM DOUBLE SERVICE·	46	EA	996.47	45,837.62	46	45,837.62	0.00	I
46 I
i
I	45,837.62	100.00%	0.00	4,583.76		
	MATERIAL														
6093	RM DOUBLE SERVICE -	46	EA	311.94	14,349.24	46'	14,349.24	i
I
I	0.00	46 I	14,349.24	100.00%	0.00	1,434.92	
	INSTALLED														
6094	1' IRRIGATION SERVICE • MATERIAL	1	EA	963.00	963.00	1	963.00	:I
I	0.00	1	963.00	100.00%	0.00	96.30	
6095	l'IRRIGATION SERVICE· INSTALLED	1	EA	268.10	268.10	0.00	1	268.10	1	268.10	100.00%	0.00	26.81		
6099	1.5"IRRIGATION SERVICE- MATERIAL	1	EA	998.31	998.31	1	998.31	0.00	1	998.31	100.00%	0.00	99.83		
6100	1.5'IRRIGATION SERVICE • INSTALLED	1	EA	311.94	311.94		0.00	1	311.94	1	311.94	100.00%	0.00	31.19	
6116	RECLAIM FITTINGS • MATERIAL	1	EA	40,664.99	40,664.99	I
11	40,664.99	0.00	1	40,664.99	100.00%	0.00	4,066.50		
6129	6' GATE VALVE • MATERIAL	29	EA	1,598.90	46,368.10	29	46,368.10	
I	0.00	29I	46,368.10	100.00%	0.00	4,636.81	
6130	6" GATE VALVE - INSTALLED	29	EA	307.04	8,904.16	29	8,904.16	0.00	29!
I	8,904.16	100.00%	0.00	890.41		
6164	2" BLOW OFF - MATERIAL	9	EA	717.33	6,455.97	9	6,455.97	I	0.00	9!	6,455.97	100.00%	0.00	645.60	
6165	2" BLOW OFF -INSTALLED	9	EA	307.04	2,763.36	0.00	9 i	2,763.36	91	2,763.36	100.00%	0.00	276.34		
6204	6" X 6" WETTAP· MATERIAL	1	EA	3,808.99	3,808.99	1	3,808.99	I
I	0.00	1	3,808.99	100.00%	0.00	380.90	
6205	6' X 6" WET TAP • INSTALLED	1	EA	2,134.82	2,134.82	1 I	2,134.82	!	0.00	1	2,134.82	100.00%	0.00	213.48	
6209	AlRRELEASE VALVE • MATERIAL	4	EA	3,607.59	14,430.36	4	14,430.36	I
I
I	0.00	4
I	14,430.36	100.00%	0.00	1,443.04	
6210	AIR RELEASE VALVE- INSTALLED	4	EA	580.02	2,320.08	0.00	41	2,320.08	41	2,320.08	100.00%	0.00	232.01		

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
10
2328-10
06/15/24

Item

6225	TEST RECLAIM LINES	6,179	LF	2.25	13,902.75	0.00	6,179	13,902.75	6,179		13,902.75	100.00%	0.00	1,390.28	
6240	TIE TO EXISTING	1	EA	1,780.40	1,780.40	0.00	1	1,780.40	1	

I	1,780.40	100.00%	0.00	178.04	
Totalfor 14 SDev Recycled Water	397,111.88	375,765.25	21,348.63	397,111.88	100.00%	0.0D	39,nt.19

Bill Group	0600	14 SOev Street Paving
-	1
6505	ASPHALT S.P 9.51" 1ST LIFT	19,245	SY	19.63	377,779.35	

311

1,925·

24,024
24,024
I

5,695

I
I
!'
I	0.00
0.00
3,688.46

0.00

30,426.35
0.00
123,483.36
43,483.44
0.00
118,569.90
0.00
0.00
0.00
0.00
0.00	

17,321
19,245

1,660
5,601
50	I
'

l
I
I
I
I
:

I

I	0.00
0.00
0.00

0.00

273,837.10
95,070.30
0.00
0.00
39,441.60
116,612.82
1,161.50
0.00
0.00
0.00
0.00	

311

19,245
I
19,245 I
I
24,024 I
24,024
1,660
11,296
50

I
I
I	0.00
0.00
3,688.46

0.00

304,263.45
95,070.30
123,483.36
43,483.44
39,441.60
235,182.72
1,161.50
0.00
0.00
0.00
0.00	0.00%	377,779.35	0.00	
6515	ASPHALTTRIAL 1"	311	SY	13.23	4,114.53								0.00%	4,114.53	0.00	
6629	TRAIL/1..IMEROCK 6" -	311	SY	11.86	3,688.46								100.00%	0.00	368.85	
	MATERIAL															
6630	TRAIL/LIMEROCK 6" -	311	SY	3.86	1,200.46								0.00%	1,200.46	0.00	
	INSTALLED															
6634	LIMEROCK 8"- MATERIAL	19,245	SY	15.81	304,263.45								100.00%	0.00	30,426.35	
6635	LIMEROCK 8" - INSTALLED	19,245	SY	4.94	95,070.30								100.00%	0.00	9,507.03	
6689	STABILIZER 12" - MATERIAL	24,024	SY	5.14	123,483.36								100.00%	0.00	12,348.34	
6690	STABILIZER 12" - INSTALLED	24,024	SY	1.81	43,483.44								100.00%	0.00	4,348.34	
6700	TYPE F CURB SPILLOUT	1,660	LF	23.76	39,441.60								100.00%	0.00	3,944.16	
6720	MIAMI CURB	11,390	LF	20.82	237,139.80								99.17%	1,957.08	23,518.27	
6730	12"RIBBON CURB	50	LF	23.23	1,161.50								100.00%	0.00	116.15	
6790	5' SIDEWALK 4" THICK	3,276	LF	35.72	117,018.72								0.00%	117,018.72	0.00	
6795	5' SIDEWALK 6" THICK	21	LF	47.11	989.31								0.00%	989.31	0.00	
6815	8' SIDEWALK 4" THICK	685	LF	56.64	38,798.40								0.00%	38,798.40	0.00	
6870	5' WI-EEL CHAIR RAMP	18	EA	1,574.01	28,332.18								0.00%	28,332.18	0.00	

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
10
2328-10
06/15/24

Item

6880	8' WI-EEL CHAIRRAMP	4	EA	1,885.11	7,540.44	0.00	0.00		I	0.00	0.00%	7,540.44	0.00			
6885	CONCRETE APRON	230	SF	20.31	4,671.30	0.00	0.00	0.00	0.00%	4,671.30	0.00					
6940	PAVERS	1,990	SF	12.81	25,491.90	0.00	I	0.00	0.00	0.00%	25,491.90	0.00				
6945	SIGIS 6 PAVEMENT MARKINGS		LS		32,858.50	I
I	0.00	
I	0.00	
!		0.00	0.00%	32,858.50	0.00	
Total for 14SDev Street Paving	1,486,527.00	319,651.51	526,123.32	845,n4.83	56.90%	640,752.17	84,5n.49

8720	STRIPPINGS	5,676	CY	1.67	9,478.92	5,676i	9,478.92	0.00	5,676 I	9,478.92	100.00%	
8724

8725	STABILIZED ACCESS· MATERIAL
STABILIZED ACCESS	2,300

2,300	SY

SY	5.02

1.81	11,546.00

4,163.00	2,3001

2,300	11,546.00

4,163.00	0.00

0.00
I	2,300

2,300 I	11,546.00

4,163.00	100.00%

100.00%	
8730	STOCKPILE FROM PHI	105,936	CY	0.73	77,333.28	105,936:	77,333.28	i
I	0.00	105,936 I	77,333.28	100.00%	
8735	SLOPE GRADING	13,700	SY	0.60	8,220.00		0.00		0.00	0.00	0.00%	

Total for 14SDev Dirt Import Export	247,089.75	195,166.75	0.00	195,166.75	78.99%	51,923.00	19,516.68

BillGroup	0800	14 $Dev Neighborhood Pro1
I	-

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
10
2328-10
06/15/24

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	complete	ToFinish	Retainage	

9509	30"RCP • MATERIAL	147	LF	116.47	17,121.09	147	17,121.09	
'	0.00	147	17,121.09	100.00%	0.00	1,712.11	
9510	30" RCP -1NSTAUEO	147	LF	35.74	5,253.78	I
!
I	0.00	0.00	0.00	0.00%	5,253.78	0.00			
9514	30" MES • MATERIAL	2	EA	2,940.36	5,880.72	2i	5,880.72	0.00	2	5,880.72	100.00%	0.00	588.07		
9515	30" MES • INSTALLED	2	EA	754.31	1,508.62	2	1,508.62	0.00	2'	1,508.62	100.00%	0.00	150.86		
9519	TYPE CINLET•MATERIAL	1	EA	3,380.11	3,380.11	1	3,380.11	' I	0.00	1 I	3,380.11	100.00%	0.00	338.01	
9520	TYPE C INLET - INSTALLED	1	EA	718.71	718.71	0.00	1 :	718.71	I
1 '
'	718.71	100.00%	0.00	71.87		
9525	TIE IN TOEXISTING	1	EA	5,596.47	5,596.47	1'	5,596.47	0.00	1	5,596.47	100.00%	0.00	559.65		
9530	CLEAN STORM	185	LF	2.88	532.80	0.00	185
i	532.80	185	532.80	100.00%	0.00	53.28		
9535	T.V. STORM	185	LF	1.88	347.80	I
I	0.00	185 I	347.80	185	347,80	100.00%	0.00	34.78	
9540	WELLPOINTS	185	LF	16.55	3,061.75	185!	3,061.75	0.00	185I	3,061.75	100.00%	0.00	306.18		
9604	12" PVC-MATERIAL	83	LF	80.18	6,654.94	83	6,654.94	I	0.00	83 i
I	6,654.94	100.00%	0.00	665.49	
9605	12" PVC- INSTALLED	83	LF	35.73	2,965.59	0.00	83 ,I	2,965.59	83	2,965.59	100.00%	0.00	296.56		
9610	DIRECTIONAL DRILL16"	60	EA	382.71	22,962.60	60	22,962.60	0.00	60	22,962.60	100.00%	0.00	2,296.26		
9614	2'' JUMPER • MATERIAL	1	EA	1,745.55	1,745.55	1 I	1,745.55	0.00	1	1,745.55	100.00%	0.00	174.56		
9615	2" JUMPER·INSTALLED	1	EA	219.31	219.31	1	219.31	0.00	1 I	219.31	100.00%	0.00	21.93		
9619	12" x12" WET TAP-MATERIAL	2	EA	8,985.44	17,970.88	21
I	17,970.88	0.00	2	17,970.88	100.00%	0.00	1,797.09		
9620	12" x 12" WET TAP - INSTALLED	2	EA	2,146.07	4,292.14	! 21	4,292.14	0.00	2!	4,292.14	100.00"/o	0.00	429.21		
9625	TEST WATER LINES	143	LF	2.25	321.75	143'	321.75	0.00	143 l	321.75	100.00%	0.00	32.18		
9629	SAMPLE POINTS -MATERIAL	2	EA	246.10	492.20	0.00	0.00	0.00	0.00%	492.20	0.00				
9630	SAMPLE POINTS • INSTALLED	2	EA	536.16	1,072.32	0.00	0.00	I I
I	0.00	0.00%	1,072.32	0.00			
9705	1.25" MILL EXISTING	2,845	SY	5.46	15,533.70	0.00	0.00	0.00	0.00%	15,533.70	0.00				

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
10
2328·10
06/15/24

Item
Retainage

9710  ASPHALTFG-9.51.25"	4,470	SY	16.96	75,811.20	0.00	0.00	I	0.00	0.00%	75,811.20	0.00
9715 ASPHALT 2" S.P 12.5	1,630	SY	17.42	28,394.60	1,630:	28,394.60	!	0.00	1,630	28,394.60	100.00%	0.00	2,839.46

9719  LIMEROCK 16"(FULL DEPTH) -	1,630	SY	10.44	17,014.60	1,630
1

17,014.59	!	0.00	1,630 '	17,014.59	100.00%	0.01	1,701.46
MATERIAL	I	I

9720	UMEROCK 16" (FULL DEPTH) -
INSTALLED	1,630	SY	4.94	8,052.20	1 630!
'	8,052.20	:	0.00	1,630	8,052.20	100.00%	0.00	805.22
!								
9724	STABILIZER 12' -MATERIAL	750	SY	5.14	3,855.00	750	3,855.00		,
I	0.00	750 '		3,855.00	100.00%	0.00	385.50	
9725	STABILIZER 12" - INSTALLED	750	SY	1.81	1,357.50	750	1,357.50		I
'	0.00	750		1,357.50	100.00%	0.00	135.75	
9730	REMOVE 6 REPLACE FENCE	193	LF	33.04	6,376.72	!	0.00	193 I		6,376.72	193		6,376.72	100.00%	0.00	637.67	
9735	5' SIDEWALK 4" THICK	1,386	LF	35.75	49,549.50	i	0.00	,		0.00		I	0.00	0.00%	49,549.50	0.00	
9740	8' SIDEWALK 4' THICK	13	LF	56.64	736.32		0.00			0.00		i	0.00	0.00%	736.32	0.00	

9745	
5' WfEEL CHAIR RAMP	
2	
EA	
1,574.01	
3,148.02	'	0.00	Ii	0.00	
0.00	
0.00%	
3,148.02	
0.00						

9750	
12 WHEEL CHAIR RAMP	
2	
EA	
3,048.44	
6,096.88	
0.00	
0.00	I	0.00	0.00%	6,096.88	0.00										

1

I
1

Total for 14SDev Neighborhood Prop lmpr	428,504.59	174,947.17	10,941.62	185,888.79	43.38%	242,615.80	18,588.88

BiUGroup	0900	--  14 $Dev Misc In-Tract Cost
--,
9905  SURVEY	LS	37,935.63	15,174.25	15,174.25	30,348.50	80.00%	7,587.13	3,034.87

Contract:	2328. Trinity Gardens
Application #: Invoice: Date:
10
2328-10
06/15/24

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

9910	ASBUILTS		LS		13,547.50	2,709.00	

I	1,355.25	i	4,064.25	30.00%	9,483.25	406.43	
9915	MOBILIZATION		LS		42,925.00	I	30,047.50	4,292.50	34,340.00	80.00%	8,585.00	3,434.00		
9920	GEOTECH TESTING		LS		61,800.00	I
!	49,440.00	'	0.00	49,440.00	80.00%	12,360.00	4,944.00	
9925	LOTTESTING	110	EA	150.00	16,500.00	0.00	0.00	0.00	0.00%	16,500.00	0.00			
9930	ENVIRONMENTAL		LS		4,598.03	4,598.03	0.00	4,598.03	100.00%	0.00	459.80			
9935	S.W.P.P.P.		LS		3,750.00	2,625.00	
I
i	375.00	I
I	3,000.00	80.00%	750.00	300.00	
Total for 14SDev Misc In-Tract Cost	181,056.16	104,593.78	21,197.00	125,790.78	69.48%	55,265.38	12,579.10

Total for Change Order - Utility Dep	3,712.00	0.00	0.00	0.00	0.00%	3,712.00	0.00

Grand Totals	9,276,388.30	6,748,613.52	826,655.81	7,575,269.33	81.66%	1,701,118.97	757,527.05

APPLICATION AND CERTIFICATE FOR PAYMENT	Invoice#:  2328-15

To Owner: Landsea Homes	Project	2328. TrinityGardens 2420 S Lakemont Avenue, Suite 450

Orlando, FL 32814
From Contractor: Blue Ox Enterprises, LLC	Via Architect
500 North Way
Sanford, FL 32773
Contract For:
Applic:alion No. :	15
PeriodTo:	10/15/2024
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 Contractor's knowledge, information, and belief, the work covered by this Application for Payment has been completed in accordance with the Contract Documents. That all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the Owner, and that current payment shown herein is now due.
CONTRACTOR:	Blue Ox Enterprises, LLC
t.

Retainage:
Bye		
J
Dalee \0/11/l,
County of	le

b.	0.00% of Stored Material
$477,358.77
$0.00
Subscriabij$s rdomto b	this
NotaryP • .
My Comm, on xpIres:
jayof Oc+cit>4-< c)o c.(_
Notary Public State of Florida
Total Retainage .................... .

Total Earned Less Retainage .................. .
$477,358.77
$8,654,374.09

ARCHITECT'$ CERTIFICATE FOR PAYMENT
,r Frederick
10$88
Inaccordance Withthe Contract Documents, based onon-site o aata 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 asindicated,
the quality of the Work is in accordance with the Contract Documents, and theContractor is entitled topayment ofthe AMOUNT CERTIFIED.

AMOUNT CERTIFIED $ 43,752.68
{Attach explanation if amount certified differs from the amount applied. Initial all figures on thisApplication 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 ariy rights of the Owner or Contractor under this Contract.

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
15
2328-15
10/15/24

Item	Description	Contract Quantity	UOM	Unit
Price	Contract Amount	Previous Qty	Amount	Current Period Qty	Amount	Total
Qty	Amount	%
Complete	Balance To Finish	
Retainage	
Bill Group	0100	14 SDev Rough Grading										
'	- .	-	. . .	..	.
i

I

'

8185 SWALE SOD	1,250	SY	3.19	3,987.50
1,250	3,987.50
I	0.00
1,250 I	3,987.50
100.00%
0.00
398.75
8190 R/WSOO	5,834	SY	3.19	18,610.46
5,834
18,610.46
!	0.00
5,834	18,610.46
100.00%
0.00
930.52
8205 SEEDS MULCH	19  ACR	1,125.00	21,375.00
8210 MULCH PATH	2,260	SY	48.13	108,773.80
8220 STRIP SOD	3,768	SY	3.19	12,019.92
19	21,375.00
226	10,877.38
3,768	12,019.92
0.00
339	16,316.07
!	0.00
19	21,375.00
565 l 27,193.45
3,788 ,	12,019.92
100.00%
25.00%
100.00%
0.00
81,580.35
0.00
1,068.75
2,719.35
600.99

Contract:	2328. Trinity Gardens
Application#: Invoice:
Cate:
15
2328-15
10/15/24

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

8230	SLOPE SOD	10,156	SY	3.19	32,397.64	10,156	32,397.64	0.00	10,156	32,397.64	100.00%	0.00	3,239.76			
8235	SOD TIE IN	10,092	SY	3.19	32,193.48	10,092	32,193.48	0.00	10,0921	32,193.48	100.00%	0.00	3,219.35			
8295	RETAINING WALL	12,951	SF	32.44	420,130.44	12,951	420,130.44	
I	0.00	12,951		420,130.44	100.00%	0.00	22,056.84	
8300	42" HANDRAIL	3,021	LF	45.16	136,428.36	3,021i	136,428.36	0.00	3,021		136,428.36	100.00%	0.00	11,ro8.05		
8310	DEWATERING	LS	221,765.00	221,765.00	0.00	
I I	221,765.00	100.00%	0.00	11,008.25						
Totalfor 14SDevRough Grading	2,091,825.80	1,993,929.38	16,316.07	2,010,245.45	96.10%	81,580.35	113,400.13
BillGroup	0200	14 $Dev Sewer	J

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
15
2328-15
10/15/24

Item	Description
Contract Quantity	UOM
Unit
Price
Contract Amount
Previous Qty	Amount
Current Period
Qty	Amount
Total
Qty	Amount
%
Complete
Balance
ToFinish	Retainage

130	8"PVC14-16 SOR 26-	556	LF	31.54	17,536.24	556	17,536.24	I
l
I	0.00	I
556 I	17,536.24	100.00%	0.00	876.81	
	INSTALLED														
134	8' PVC 16-18 SOR 26•	880	lF	20.22	17,793.60	8801	17,793.60	I	0.00	880	17,793.60	100.00%	0.00	889.68	
	MATERIAL														
135	8"PVC 16-18 SOR 26- INSTALLED	880	LF	38.30	33,704.00	880	33,704.00	0.00	880
I	33,704.00	100.00%	0.00	1,685.20		
144	10"PVC16-18 SOR 26- MATERIAL	378	LF	30.81	11,646.18	37 I
81	11,646.18	I
I	0.00	378
I	11,646.18	100.00%	0.00	582.31	
145	10'PVC16-18 SDR 26•	378	LF	38.30	14,477.40	3781	14,477.40		0.00	378 !	14,477.40	100.00%	0.00	723.87	
	INSTALLED							I							
154	10" PVC16-20 SOR 28-	22	LF	30.81	677.82	22	677.82	I	0.00	22 j	677.82	100.00%	0.00	33.89	
	MATERIAL					I		I							
155	10'' PVC18-20 SOR26 •	22	LF	44.64	982.08	22	982.08	I
I	0.00	22	982.08	100.00%	0.00	49.10	
	INSTALLED														
444	MANHOLE 0-S• MATERIAL	4	EA	5,034.30	20,137.20	4i	20,137.20	0.00	41	20,137.20	100.00%	0.00	1,006.86		
445	MANHOLE 0-S-INSTAUED	4	EA	536.16	2,144.64	4	2,144.64	0.00	I
4'	2,144.64	100.00%	0.00	107.23		
449	MANHOLE 6-8• MATERIAL	6	EA	5,701.99	34,211.94	6	34,211.94	I
I	0.00	6	34,211.94	100.00%	0.00	1,710.60	
450	MANHOLE 6-8 - INSTALLED	6	EA	670.20	4,021.20	6	4,021.20	:I	0.00	6	4,021.20	100.00%	0.00	201.06	
454	MANHOLE 6-10• MATERIAL	3	EA	6,643.16	19,929.48	I
31	19,929.48	0.00	3J	19,929.48	100.00%	0.00	998.47		
455	MANHOLE 6-10- INSTALLED	3	EA	804.24	2,412.72	3	2,412.72	0.00	3	2,412.72	100.00%	0.00	120.63		
459	MANHOLE 10-12- MATERIAL	5	EA	7,195.28	35,976.40	5	35,976.40	I	0.00	5)	35,976.40	100.00%	0.00	1,798.82	
460	MANHOLE 10-12 - INSTALLED	5	EA	1,072.32	5,361.60	I
5	5,361.60	I	0.00	5	5,361.80	100.00%	0.00	268.07	
464	MANHOLE 12-14- MATERIAL	2	EA	7,877.08	15,754.16	I
2!	15,754.16	0.00	2 I	15,754.16	100.00%	0.00	787.71		
465	MANHOLE 12-14-INSTALLED	2	EA	1,072.32	2,144.64	2	2,144.64	0.00	2	2,144.64	100.00%	0.00	107.23		
469	MANHOLE14-16-MATERJAL	2	EA	8,420.21	16,840.42	2	16,840.42	I
I
I	0.00	2	16,840.42	100.00%	0.00	842.02	

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
15
2328-15
10/15/24

I

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
15
2328-15
10/15/24

Item

720	LIFT STATION - INSTALLED		LS		307,954.67		307,954.67	
I
i
j
I I
'I
:

I

I	0.00
0.00
0.00
0.00
0.00
0.00

0.00

0.00	
I I
I
6,335 I
6,335
1,432
6,335 I
2 I

2 I
i
6,335 '	307,954.67
11,009.80
10,389.40
2,348.48
13,050.10
2,532.06

1,630.50

104,844.25	700.00%	0.00	16,937.57	
725	CLEAN SANITARY LINES	6,335	LF	1.88	11,009.80	6,3351	11,909.80					100.00%	0.00	595.49	
730	TEST SANITARY LINES	6,335	LF	1.64	10,389.40	6,335:	10,389.40					100.00%	0.00	519.47	
735	TEST FORCEMAIN LINES	1,432	LF	1.64	2,348.48	1,432	2,348.48					100.00%	0.00	117.42	
740	T.V. SANITARY LINES	6,335	LF	2.06	13,050.10	6,335	13,050.10					100.00%	0.00	652.50	
759	DROP CONNECTION -	2	EA	1,266.03	2,532.06	21	2,532.06					100.00%	0.00	126.60	
	MATERIAL					I									
760	DROP CONNECTION -	2	EA	815.25	1,630.50	2:	1,630.50					100.00%	0.00	81.52	
	INSTALLED														
805	\I\IELLPOINTS	6,335	LF	16.55	104,844.25	6,335	104,844.25					100.00%	0.00	5,242.21	
Totalfor 14SDev Sewer	1,624,270.48	1,624,270.48	0.00	1,624,270.48	100.00%	0.00	82,753.76

BillGroup	0300	14 SDev Storm Drain	·1
i

1615	30'RCP - INSTALLED	737	LF	20.49	15,101.13	737	15,101.13	
1649	36" RCP • MATERIAL	2,906	LF	154.40	448,686.40	2,9061	448,686.40	

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
15
2328-15
10/15/24

Item	Description
Contract Quantity	UOM
Unit
Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

1685	42" RCP-INSTALLED	1,463	LF	36.50	53,399.50	1,463	53,399.50	
I
!	0.00	1,463 I	53,399.50	100.00%	0.00	2,669.97	
2069	12" HDPE - MATERIAL	50	LF	21.69	1,084.50	50	1,084.50	0.00	50	1,084.50	100.00%	0.00	54.22		
2070	12" HOPE - INSTALLED	50	LF	13.40	670.00	50	670.00	I	0.00	50 !
I
!	670.00	100.00%	0.00	33.50	
2504	STORM MANHOLE - MATERIAL	14	EA	4,137.20	57,920.80	141	57,920.80	I	0.00	14	57,920.80	100.00%	0.00	2,896.04	
2505	STORM MANHOLE - INSTALLED	14	EA	941.49	13,180.86	j
14,	13,180.86	0.00	I
14 I	13,180.86	100.00%	0.00	659.05		
2689	J MANHOLE - MATERIAL	11	EA	8,535.71	93,892.81	111	93,892.81	0.00	11I	93,892.81	100.00%	0.00	4,694.64		
2690	J MANHOLE - INSTALLED	11	EA	1,135.55	12,491.05	11I	12,491.05	I
I	0.00	111	12,491.05	100.00%	0.00	624.56	
2749	12" MES - MATERIAL	1	EA	386.48	386.48	11	386.48	I	0.00	1	386.48	100.00%	0.00	19.32	
2750	12" MES - INSTALLED	1	EA	363.77	363.77	1 i	363.77	0.00	1	363.77	100.00%	0.00	18.19		
2754	18" MES - MATERIAL	2	EA	878.90	1,757.80	2	1,757.80	I	0.00	2 i	1,757.80	100.00%	0.00	87.89	
2755	18" MES - INSTALLED	2	EA	465.41	930.82	21	930.82	I	0.00	2i	930.82	100.00%	0.00	46.54	
2759	24" MES - MATERIAL	3	EA	1,138.90	3,476.70	31	3,416.70	I	0.00	3	3,416.70	100.00%	0.00	170.83	
2760	24" MES - INSTALLED	3	EA	609.86	1,829.58	31	1,829.58	0.00	3
i	1,829.58	100.00%	0.00	97.48		
2764	30" MES - MATERIAL	3	EA	2,940.36	8,821.08	3	8,821.08	'	0.00	al
I	8,821.08	100.00%	0.00	441.05	
2765	30" MES - INSTALLED	3	EA	754.31	2,262.93	3	2,262.93	I
!	0.00	3 I	2,262.93	100.00%	0.00	113.14	
2769	36" MES - MATERIAL	1	EA	3,948.30	3,948.30	1
!	3,948.30	I	0.00	1	3,948.30	100.00%	0.00	197.41	
2770	36" MES - INSTALLED	1	EA	754.31	754.31	I
11	754.31	I	0.00	1	754.31	100.00%	0.00	37.71	
2774	42" MES - MATERIAL	1	EA	4,874.56	4,874.56	1	4,874.56	0.00	1 I	4,874.56	100.00%	0.00	243.73		
2775	42" MES - INSTALLED	1	EA	842.04	842.04	1 I	842.04	I	0.00	1	842.04	100.00%	0.00	42.10	
2989	P-5INLET- MATERIAL	20	EA	5,133.33	102,666.60	20·	102,666.60	0.00	20,	102,666.60	100.00%	0.00	6,133.33		
2990	P-51NLET-INSTALLED	20	EA	1,367.98	27,359.60	201
I	27.359.60	0.00	20I	27,359.60	100.00%	0.00	1,367.98		

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
15
2328-15
10/15/24

Item

3019	P-6INI.ET - MATERIAL	20	EA	5,665.15	113,303.00	201 113,303.00	!	0.00	20 I  113,303.00	100.00%	0.00	5,665.15		
3020	P-61NL.ET - INSTALLED	20	EA	1,247.77	24,955.40	20'	24,955.40	
!	0.00	20	24,955.40	100.00%	0.00	1,247.77	
3204	J-6 I t-1..ET- MATERIAL	3	EA	10,477.86	31,433.58	3!	31,433.58	0.00	31  31,433.58	100.00%	0.00	1,571.68		
3205	J-6INI.ET - INSTALLED	3	EA	1,553.32	4,659.96	3	4,659.96	I	0.00	31	4,659.96	100.00%	0.00	232.99	
3234	TYPE CINLET·MATERIAL	6	EA	3,367.12	20,202.72	6	20,202.72	:	0.00	6	20,202.72	100.00%	0.00	1,010.13	
3235	TYPE C INLET - INSTALLED	6	EA	894.49	5,366.94	61	5,366.94	I	0.00	6	5,366.94	100.00%	0.00	268.34	
3289	TYPE EINLET•MATERIAL	8	EA	4,245.08	33,960.64	8	33,960.64	I
I	0.00	Si	33,960.64	100.00%	0.00	1,698.03	
3290	TYPE EINLET • INSTALLED	8	EA	711.61	5,692.88	8	5,692.88	I	0.00	al	5,692.88	100.00%	0.00	284.64	
3349	TYPE HINLET - MATERIAL	2	EA	7,576.51	15,153.02	2	15,153.02	I I	0.00	2	15,153.02	100.00%	0.00	757.65	
3350	TYPEHINLET - INSTALLED	2	EA	711.61	1,423.22	2!	1,423.22	0.00	2 I	1,423.22	100.00%	0.00	71.16		
3564	C OONTROL STRUCTURE - MATERIAL	1	EA	4,690.47	4,690.47	1 !	4,690.47	I
I	0.00	,	I	4,690.47	100.00%	0.00	234.52	
3565	C OONTROL STRUCTURE - INSTALLED	l	EA	1,018.65	1,018.65	I
11
I	1,018.65	I
I	0.00	1	1,018.65	100.00%	0.00	50.93	
3567	RIP RAP- MATERIAL	6	SY	60.40	362.40	6	362.40	:	0.00	'
6	362.40	100.00%	0.00	18.12	
3568	RIP RAP- INSTALLED	6	SY	24.43	146.58	61	146.58	
i	0.00	61	146.58	100.00"/4	0.00	7.33	
3855	CLEAN STORM	9,980	LF	2.88	28,742.40	9,9801	28,742.40	I	0.00	9,980 lI	28,742.40	100.00%	0.00	1,437.12	
3860	T.V. STORM	9,980	LF	1.88	18,762.40	9,980	18,762.40	I	0.00	9,980	18,762.40	100.00%	0.00	938.12	
3910	WELLPOINTS	4,078	LF	16.55	67,490.90	4,078	67,490.90	I	0.00	4,078 I	67,490.90	100.00%	0.00	3,374.54	
Totalfor 14SDev StormDrain	2,085,374.44	2,085,374.44	0.00	2,085,374.44	100.00%	0.00	104,268.65
BilfGroup	0400

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
15
2328-15
10/15/24

Item	Description
Contract Quantity	UOM
Unit Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

1

'
I
5534  12' PVC-MATERIAL	3,830	LF	67.29	257,720.70	3,830i 257,720.70	0.00	3,830	257,720.70	100.00%	0.00	12,886.03
I
I

I

	MATERIAL									i					
5620	WM DOUBLE SERVICE-	44	EA	268.08	11,795.52	44	11,795.52	I	0.00	44	11,795.52	100.00%	0.00	589.77	

1
3 !
3 1

4
41
!
I

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
15
2328-15
10115/24

Item	Description
Contract Quantity	UOM
Unit Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
ToFinish	Retainage

5654	8" GATE VALVE - MATERIAL	2	EA	2,255.35	4,510.70	2	4,510.70	i	0.00	2	4,510.70	100.00%	0.00	225.53	
5655	8" GATE VALVE - INSTALLED	2	EA	307.04	614.08	2	614.08	0.00	2	614.08	100.00%	0.00	30.70		
5659	10" GATE VALVE - MATERIAL	2	EA	3,198.44	6,396.88	2	6,396.88	I	0.00	2!	6,396.88	100.00%	0.00	319.84	
5660	10' GATE VALVE - INSTALLED	2	EA	307.04	614.08	2	614.08	0.00	2	614.08	100.00%	0.00	30.70		
5664	12" GATE VALVE - MATERIAL	16	EA	3,707.23	59,315.68	16	59,315.68	l
!	0.00	16 I	59,315.68	100.00%	0.00	2,965.78	
5665	12" GATE VALVE - INSTALLED	16	EA	350.90	5,614.40	16	5,614.40	I
I	0.00	I
16 j	5,614.40	100.00%	0.00	280.72	
5689	FIRE HYDRANT - MATERIAL	9	EA	6,897.58	62,078.22	9	62,078.22	
I	0.00	91	62,078.22	100.00%	0.00	3,103.91	
5690	FIRE HYDRANT - INSTALLED	9	EA	1,184.29	10,658.61	91	10,658.61	0.00	91	10,658.61	100.00%	0.00	532.93		
5694	2' BLOW OFF - MATERIAL	6	EA	1,167.78	7,006.68	si	7,006.68	0.00	6	7,006.68	100.00%	0.00	350.33		
5695	2' BLOW OFF·INSTALLED	6	EA	307.04	1,842.24	s	1,842.24	0.00	6!
I	1,842.24	100.00%	0.00	92.11		
5699	AIR RELEASE VALVE - MATERIAL	4	EA	3,607.59	14,430.36	4
!	14,430.36	I
i	0.00	4	14,430.36	100.00%	0.00	721.52	
5700	AIR RELEASE VALVE • INSTALLED	4	EA	580.02	2,320.08	I
4·	2,320.08	

I	0.00	4
I	2,320.08	100.00%	0.00	116.00	
5760	TEST WATER LINES	6,260	LF	2.25	14,085.00	6,260I1	14,085.00	I	0.00	6,260	14,085.00	100.00%	0.00	704.25	
5775	SAMPLE POINTS·MATERIAL	7	EA	246.10	1,722.70	1!	1,722.70	0.00	1j	1,722.70	100.00%	0.00	86.13		
5776	SAMPLE POINTS - INSTALLED	7	EA	536.16	3,753.12	7	3,753.12	!	0.00	7	3,753.12	100.00%	0.00	187.65	
Totalfor 14 SDev Domestic water	730,916.20	730,916.20	0.00	730,916.20	100.00%	0.00	36,545.73
BillGroup	0500	14 soev Recycled Water
'	-	.

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
15
2328-15
10/15/24

Item	Description
Contract Quantity	UOM
Unit
Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

6089	RM SINGLE SERVICE· MATERIAL	18	EA	490.24	8,824.32	101	8,824.32	'	0.00	18		8,824.32	100.00%	0.00	441.21	
6090	RM SINGLE SERVICE • INSTALLED	18	EA	311.94	5,614.92	18	5,614.92	I	0.00	18		5,614.92	100.00%	0.00	280.74	
6092	RMDOUBLE SERVICE• MATERIAL	46	EA	996.47	45,837.62	
461	45,837.62	I
I	0.00	46		45,837.62	100.00%	0.00	2,291.88	
6093	RMDOUBLE SERVICE• INSTALLED	46	EA	311.94	14,349.24	46	14,349.24	I
I	0.00	46	!	14,349.24	100.00%	0.00	717.46	
6094	1"IRRIGATION SERVICE• MATERIAL	1	EA	963.00	963.00	
11	963.00	I	0.00	1		963.00	100.00%	0.00	46.15	
6095	l"IRRIGATION SERVICE· INSTALLED	1	EA	268.10	268.10	1	268.10	'	0.00	1	

I	268.10	100.00%	0.00	13.40	
6099	1.5"IRRIGATIONSERVICE· MATERIAL	1	EA	998.31	998.31	1	998.31	I	0.00	1		998.31	100.00%	0.00	49.91	
6100	1.5"IRRIGATIONSERVICE • INSTALLED	1	EA	311.94	311.94	I
1·	311.94	0.00	1	I	311.94	100.00%	0.00	15.59		
6116	RECLAIM FITTINGS- MATERIAL	1	EA	40,664.99	40,664.99	1	40,664.99	I	0.00	1		40,664.99	100.00%	0.00	2,033.25	
6129	6" GATE VALVE - MATERIAL	29	EA	1,598.90	46,368.10	291	46,368.10	0.00	29		46,368.10	100.00%	0.00	2,318.40		
6130	6" GATE VALVE - INSTALLED	29	EA	307.04	8,904.16	29	8,904.16	0.00	29 I	8,904.18
;	100.00%	0.00	445.20				
6164	2" BLDW OFF • MATERIAL	9	EA	717.33	6,455.97	9	8,455.97	i	0.00	9		6,455.97	100.00%	0.00	322.80	
6165	Z' BLDW OFF -INSTALLED	9	EA	307.04	2,763.36	91
I	2,763.36	0.00	91	2,763.36	100.00%	0.00	138.17				
6204	8" X 6" WET TAP • MATERIAL	1	EA	3,808.99	3,808.99	1	3,808.99	

I	0.00	1	I	3,808.99	100.00%	0.00	190.45	
6205	6" X f1' WET TAP·INSTALLED	1	EA	2,134.82	2,134.82	1	2,134.82	I	0.00	1		2,134.82	100.00%	0.00	106.74	
6209	AlR FE:LEASE VALVE - MATERIAL	4	EA	3,607.59	14,430.36	41
I	14,430.36	0.00	4	
I	14,430.36	100.00%	0.00	721.52		
6210	AIR Rl:LEASE VALVE· INSTALLED	4	EA	580.02	2,320.08	4	2,320.08	
I
i	0.00	4		2,320.08	100.00%	0.00	116.00	

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
15
2328-15
10/15/24

Item	Description
Contract
Quantity	UOM
Unit Price
Contract Amount
Previous Qty Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
ToFinish	Retainage

6225	TEST RECLAIM LINES	6,179	lF	2.25	13,902.75	6,179: 13,902.75	0.00	6,179	13,902.75	100.00%	0.00	695.14		
6240	TIE TO EXISTING	1	EA	1,780.40	1,780.40	1 '	1,780.40	0.00	1	1,780.40	100.00%	0.00	89.02	
Totalfor14SDevRecycledwater	397,111.88	397,111.88	0.00	397,111.88	100.00°/4	0.00	19,855.55

BillGroup	0600	14 $Dev Street Paving
-

Contract:	2328. Trinity Gardens
Application#: Invoice: Date:
15
2328-15
10/15/24

Item	Description
Contract Quantity	UOM
Unit Prioe
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
ToFinish	Retainage

6880	8' WI-EEL CHAIRRAMP	4	EA	1,885.11	7,540.44	4	7,540.44		;	0.00	4		7,540.44	100.00%	0.00	377.02	
6885	CONCRETE APRON	230	SF	20.31	4,671.30	
'	0.00	0.00	0.00	0.00%	4,671.30	0.00					
6940	PAVERS	1,990	SF	12.81	25,491.90	1,492	19,112.52	498		6,379.38	1,990		25,491.90	100.00%	0.00	1,593.56	
6945	SIGNS6 PAVEMENT MARKINGS		LS		32,858.60	26,286.80		I	0.00		I
i	26,286.80	80.00%	6,571.70	1,642.92		
Total for 14 SDev Street Paving	1,486,527.00	1,451,873.47	6,379.38	1,458,252.86	98.10%	28,274.15	73,660.17

BillGroup	0700	14 $Dev Dirt Import Export
I
8705	SILT FENCE	4,440	LF	1.40	6,216.00	4,440	6,216.00	i	0.00	4,440	6,216.00	100.00%	0.00	310.80	
8710	TREE PROTECTION	4,440	lF	6.32	28,060.80	4,4401	28,060.80	0.00	4,440	28,060.80	100.00%	0.00	1,403.04		
8715	CLEARINGCHIP 6 HAUL	8	ACR	7,782.50	58,368.75	81	68,368.75	I	0.00	al	58,368.76	100.00%	0.00	2,918.44		
8720	STRIPPINGS	5,676	CY	1.67	9,478.92	5,676	9,478.92	I
I	0.00	5,676	9,478.92	100.00%	0.00	473.94	
8724	STABILIZEDACCESS·
MATERIAL	2,300	SY	5.02	11,546.00	2,300
I	11,546.00	0.00	2,300	11,546.00	100.00%	0.00	577.30		
8725	STABILIZED ACCESS	2,300	SY	1.81	4,163.00	2,300'	4,163.00	0.00	2,300I	4,163.00	100.00%	0.00	208.15		
8730	STOCKPILE FROM PHI	105,936	CY	0.73	77,333.28	105,936	77,333.28	j	0.00	105,936	77,333.28	100.00%	0.00	3,866.66	
8735	SLOPE GRADING	13,700	SY	0.60	8,220.00	13,700	8,220.00	0.00	13,700	8,220.00	100.00%	0.00	411.00		
8740	SLOPE SOD	13,700	SY	3.19	43,703.00	13,700!	43,703.00	'I
I	0.00	13.700I	43,703.00	100.00%	0.00	2,185.15	
Total for 14SDev Dirt Import Export	247,089.75	247,089.75	0.00	247,089.75	100.00%	0.00	12,354.48
Bill Group	0800
14 $Dev Neighborhood Pro1
J

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
15
2328-15
10/15/24

Item

9509	30" RCP • MATERIAL	147	LF	116.47	17,121.09	147	17,121.09	I
I	0.00	141I'	17,121.09	100.00%	0.00	856.05	
9510	30" RCP - INSTALLED	147	LF	35.74	5,253.78	147	5,253.78	I	0.00	147 I
j	5,253.78	100.00%	0.00	262.69	
9514	30" MES• MATERIAL	2	EA	2,940.36	5,880.72	2	5,880.72	I	0.00	2	5,880.72	100.00%	0.00	294.03	
9515	30' MES• INSTALLED	2	EA	754.31	1,508.62	21	1,508.62	I
I	0.00	2	1,508.62	100.00%	0.00	75.43	
9519	TYPE CINLET - MATERIAL	1	EA	3,380.11	3,380.11	1 I
I	3,380.11	0.00	
1 I	3,380.11	100.00%	0.00	169.00		
9520	TYPE CINLET - INSTALLED	1	EA	718.71	718.71	I
1!	718.71	0.00	1 I
I	718.71	100.00%	0.00	35.93		
9525	TIE IN TOEXISTING	1	EA	5,596.47	5,596.47	1	5,596.47	0.00	1	5,596.47	100.00%	0.00	279.82		
9530	CLEAN STORM	185	LF	2.88	532.80	185	532.80	0.00	105 I
I	532.80	100.00%	0.00	26.64		
9535	T.V. STORM	185	LF	1.88	347.80	10sl	347.80	0.00	185 I'	347.80	100.00%	0.00	17.39		
9540	WELL POINTS	185	LF	16.55	3,061.75	1851	3,061.75	
'	0.00	185I	3,061.75	100.00%	0.00	153.09	
9604	12' PVC - MATERIAL	83	LF	80.18	6,654.94	83	6,654.94	I
:	0.00	83	6,654.94	100.00%	0.00	332.74	
9605	12" PVC - INSTALLED	83	LF	35.73	2,965.59	83	2,965.59	I	0.00	83 '	2,965.59	100.00%	0.00	148.28	
9610	DIFECTIONAL DRILL 16'	60	EA	382.71	22,962.60	sol	22,962.60	0.00	60	22,962.60	100.00%	0.00	1,148.13		
9614	2" JUMPER - MATERIAL	1	EA	1,745.55	1,745.55	1 !
I	1,745.55	0.00	1	1,745.55	100.00%	0.00	87.28		
9615	2" JUMPER- INSTALLED	1	EA	219.31	219.31	1 II	219.31	I	0.00	1	219.31	100.00%	0.00	10.96	
9619	12" x 12" WET TAP-MATERJAL	2	EA	8,985.44	17,970.88	I
2	17,970.88	0.00	21	17,970.88	100.00%	0.00	898.54		
9620	12" x12" WET TAP - INSTALLED	2	EA	2,146.07	4,292.14	2	4,292.14	0.00	2!	4,292.14	100.00%	0.00	214.60		
9625	TEST WATER LINES	143	LF	2.25	321.75	143i	321.75	
i	0.00	143 I	321.75	100.00%	0.00	16.09	
9629	SAMPLE POINTS -MATERIAL	2	EA	246.10	492.20	2	492.20	I	0.00	2	492.20	100.00%	0.00	24.61	
9630	SAMPLE POINTS • INSTALLED	2	EA	536.16	1,072.32	21	1,072.32	'
i'	0.00	2	1,072.32	100.00%	0.00	53.61	
9705	1.25" MILL EXISTING	2,845	SY	5.46	15,533.70	2,845	15,533.70	0.00	2,845	15,533.70	100.00%	0.00	1,553.37		

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
15
2328-15
10/15/24

Item

9710	ASPHALT FC-9.51.25'	4,470	SY	16.96	75,811.20	4,470	75,811.20		
!	0.00	4,470	75,811.20	100.00%	0.00	3,790.56	
9715	ASPHALT 2" S.P12.5	1,630	SY	17.42	28,394.60	1,630	28,394.60	0.00	1,630	28,394.60	100.00%	0.00	1,419.73			
9719	UMEROCK 16"(FULL DEPTH) - MATERIAL	1,630	SY	10.44	17,014.60	1,630	17,014.59	0		0.01	1,630 I	17,014.60	100.00%	0.00	850.73	
9720	UMEROCK16" (FULLDEPTH) - INSTALLED	1,630	SY	4.94	8,052.20	1,630	8,052.20		i
I	0.00	1,630 I
I	8,052.20	100.00%	0.00	402.61	
9724	STABILIZER 12" - MATERIAL	750	SY	5.14	3,855.00	750	3,855.00	0.00	150 I	3,855.00	100.00%	0.00	192.75			
9725	STABILIZER 12" - INSTALLED	750	SY	1.81	1,357.50	7501	1,357.50		i	0.00	750	1,357.50	100.00%	0.00	67.87	
9730	REMOVE 6 REPLACE FENCE	193	LF	33.04	6,376.72	193,	6,376.72		i
I	0.00	193 i	6,376.72	100.00%	0.00	318.83	
9735	5' Slll:WALK 4" THICK	1,386	LF	35.75	49,549.50	1,386	49,649.50	0.00	1,386 I	49,549.50	100.00%	0.00	2,477.47			
9740	8' Slll:WALK 4" THICK	13	LF	56.64	736.32	13	736.32	0.00	13 i	736.32	100.00%	0.00	36.81			
9745	5' WHEEL CHAIR RAMP	2	EA	1,574.01	3,148.02	2i	3,148.02	0.00	2	3,148.02	100.00%	0.00	157.40			
9750	12 WHEEL CHAIR RAMP	2	EA	3,048.44	6,096.88	2!
I	6,096.88	0.00	2l	6,096.88	100.00%	0.00	304.84			
9755	SIGNS &PAVEMENT MARKINGS		LS		21,062.50	21,062.50		i	0.00	i
I	21,062.50	100.00%	0.00	1,053.12		
9760	R/W GRADING - OFFSITE	8,526	SY	0.81	6,906.06	8,526,	6,906.06	0.00	8,526	6,906.06	100.00%	0.00	345.30			
9765	R/W SOD - OFFSITE	8,526	SY	3.19	27,197.94	8,526	27,197.94		I	0.00	8,526	27,197.94	100.00%	0.00	2,719.79	
9770	SIGNS 6 PAVEMENT MARKINGS		LS		20,947.50	20,947.50		;	0.00	20,947.50	100.00%	0.00	1,047.37			
9775	MOT		LS		30,045.00	30,045.00	0.00	30,045.00	100.00%	0.00	2,253.40					
Total for 14 SDevNeighborhood Prop lmpr	428,504.59	428,504.68	0.01	428,504.59	100.00%	0.00	24,312.87

BillGroup	0900	14 $Dev Misc In-Tract Cost

9905 SURVEY	LS	37,935.63	37,935.63	0.00	37,935.63	100.00%	0.00	2,276.14

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
15
2328-15
10/15/24

	Contract		Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

9910	ASBUILTS		LS		13,547.50	12,192.75		I
i	1,354.75	13,547.50	100.00%	0.00	812.86			
9915	MOBILIZATION		LS		42,925.00	
I	42,925.00		I
'	0.00	42,925.00	100.00%	0.00	2,575.50		
9920	GEOTECH TESTING		LS		81,800.00	61,800.00	0.00	I
I	61,800.00	100.00%	0.00	3,708.00				
9925	LOT TESTING	110	EA	150.00	16,500.00	0.00	110		18,500.00	110 I	16,500.00	100.00%	0.00	1,850.00		
9930	ENVIRONMENTAL		LS		4,598.03	
I	4,598.03		I	0.00	'I	4,598.03	100.00%	0.00	229.90	
9935	S.WP.P.P.		LS		3,750.00	3,375.00		I
i	0.00	I	3,375.00	90.00%	375.00	187.50		
Total for 14 SDev Misc In-Tract Cost	181,056.16	162,826.41	17,854.75	180,681.16	99.79%	375.00	11,439.90
BillGroup	0901	Change Order - Utility Oep	]
!....,.	-  ---	-	(	-- -------	-----	------ - --	-	-  --------
1

BillGroup	0902	Change Order - Sewer
r
-i
,..J

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
15
2328-15
10/15/24

Item

CO#01-09 MANHOLE 16-18 ( LABOR ONLY)	-1	LF	1,340.42	-1,340.42	-1,
'	-1,340.42	[	0.00	- 1 I	-1,340.42	100.00%	0.00	-67.02		
CO#Ol-10 DOUBLE LATERAL	-25	LF	999.33	-24,983.25	-251	-24,983.25	

I	0.00	-25 j	-24,983.25	100.00%	0.00	-1,249.16	
CO#Ol-11 CLEAN SANITARY LINES	-775	LF	1.88	-1,457.00	-775'	-1,457.00	i
I	0.00	'
-775	-1,457.00	100.00%	0.00	-72.85	
CO#01-12 TEST SANITARY LINES	-775	LF	1.64	-1,271.00	_7751	-1,271.00	I	0.00	-775	-1,271.00	100.00%	0.00	-63.55	
CO#Ol-13 T.V. SANITARY LINES	-775	LF	2.06	-1,596.50	-775,	-1,596.50	I	0.00	-775 '
I	-1,596.50	100.00%	0.00	-79.82	
CO#01-14 WELLPOINTS	-775	LF	16.55	-12,826.26	-7751	-12,826.25	0.00	-7751	-12,826.25	100.00%	0.00	-641.31		
Totalfor Change Order - Sewer	-B3,609.33	-B3,609.33	0.00	-83,609.33	100.00%	0.00	-4.180.44
'	BillGroup	0903 I	Change Order - Storm Drain	J

Contract:	2328. Trinity Gardens
Application#: Invoice: Date:
15
2328-15
10/15/24

riod ount
Total	%	Balance
Qty	Amount	Complete	To Finish	Retainage

Totalfor Change Order - StormDrain	-26,073.88	·26,073.88	0.00	-26,073.88	100.00%	0.00	-1,ll3.68

Totalfor Change Order - Domestic water
73.74

CO#Ol-24 ASPHALT S.P. 9.5 2" (2 LIFTS)	-147	LF	19.63	-2,885.61	I	-2,885.61	0.00	-147	-2,885.61	100.00%	0.00	
CO#Ol-25 MIAMI CURB	-94	LF	20.82	-1,957.08	.94,	-1,957.08	0.00	-94	-1. 7.08	100.00%	0.00	

Total for Change Order - Paving	75,703.49	62,644.41

CO#Ol-30 TIE INGRADING	141	LF	0.58	81.78	1411	81.78	
CO#Ol-31 SLOPE GRADING	503	LF	0.60	301.80	5031	301.80	
CO#Ol-32 MULCH PATH/ FABRIC 6	5	LF	48.13	240.65	5	240.65	
CO#Ol-33 SLOPE SOD	503	LF	3.19	1,604.57	503	1,604.57	

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
15
2328-15
10/15/24

265'

APPLICATION AND CERTIFICATE FOR PAYMENT	Invoice#:	2328-9
To owner: Landsea Homes	Project	2328. Trinity Gardens
2420 S Lakemont Avenue, Suite 450

Orlando, FL 32814
From Contractor:  Blue Ox Enterprises, LLC	Via Architect
500 North Way
Sanford, FL 32773
Contract For:
Application No. :	9
Period To:	5/15/2024
Project Nos: Contract Date:
Distribution to : c:::J Owner c:::J Architect C::J Contractor c::J
c:::J
CONTRACTOR'SAPPLICATIONFOR 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.
Original Contract Sum ....................... .
Net Change By Change Order ................... .
Contract Sum To Date
Total Completed and Stored To Date .............. . 5.Retainage:
$9,272,676.30
$3,712.00
$9,276,388.30
$6,748,613.52

Date:  ol17f2C/
a	10.00% of Completed Work
b.	o.00% of Stored Material
$674,86146
$0.00
State of: \:='( O-·d·cl	J-'7"'-
Subscribed a s	o  to before _,.L?
Notary Public·
My Commiss	e  ire .
Countyof:	-'-"C
r/1.,\/'2.<12...'-f
Notary Public State of Florida
Total Retainage .......................... .

6.Total Earned Less Retainage .................. .
$674,861.46
$6,073,752.06

ARCHITECT'S CERTIFICATE FOR PAYMENT
Heather Frederick
My Commission tiH 400888
ixpires 51211
Inaccordance withthe Contract Documents, based on on-sire o6serva1ions and the data comprisirg the above application, the Architect certifies to the Owner that to the best of the 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.

AMOUNTCERTIFIED  $ 326,352.75
(Attach explanation if amount certified differs from the amount applied. Initial all figures on this Application and on th, Continuation Sheet that are changed lo 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.

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
9
2328-9
05/15/24

Item	Description
Contract Quantity	UOM
Unit Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
ToFinish	Retainage
BillGroup	·0100	14 $Dev Rough Grading

-	-	--	-

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
9
2328-9
05/15/24

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

8230	SLOPE SOD	10,156	SY	3.19	32,397.64	0.00	0.00	0.00	0.00%	32,397.64	0.00			
8235	SOD TIEIN	10,092	SY	3.19	32,193.48	I	0.00	I	0.00	0.00	0.00%	32,193.48	0.00	
8295	RETAININGWALL	12,951	SF	32.44	420,130.44	I
11,665	378,101.00	0.00	11,655	378,101.00	90.00%	42,029.44	37,810.10		
8300	42" HANDRAIL	3,021	LF	45.16	136,428.36	0.00	0.00	0.00	0.00%	136,428.36	0.00			
8310	DEWATERlNG		LS		221,765.00	,
i	221,765.00	I	0.00	221,765.00	100.00%	0.00	22,176.50	
Total for 14 SDev Rough Grading	2,091,825.80	1,594,798.36	0.00	1,594,798.36	76.24%	497,027.44	159,479.82
Ii

						-	445!

445
1,232,
1,232
943'
9431
l
1,422

544
!
460

237
I
556	8,997.90
5,615.90
24,911.04
17,617.60
19,067.46
16,851.41

28,752.84

11,667.06

9,301.20

6,359.79

11,242.32									
	104	8" PVC D-6SOR 26 - MATERIAL	445	LF	20.22	8,997.90				0.00	445		8,997.90	100.00%	0.00	899.79	
									'								
	105	8" PVC D-6SOR 26 - INSTALLED	445	LF	12.62	5,615.90			I	0.00	445/		5,615.90	100.00%	0.00	561.59	
	109	8" PVC 6-8SOR 26 - MATERIAL	1,232	LF	20.22	24,911.04				0.00	1,232		24,911.04	100.00%	0.00	2.491.10	
	110	8" PVC 6-8SOR 26- INSTALLED	1,232	LF	14.30	17,617.60				0.00	1,232		17,617.60	100.00%	0.00	1,761.76	
	114	8" PVC S-10 SOR 26-MATERIAL	943	LF	20.22	19,067.46			I	0.00	943		19,067.46	100.00%	0.00	1,906.75	
	115	8"PVC8-10 SOR26•	943	LF	17.87	16,851.41				0.00	943		16,851.41	100.00%	0.00	1,685.14	
		INSTALLED							I								
	119	8' PVC10-12SOR 26-	1,422	LF	20.22	28,752.84				0.00	1,422 I		28,752.84	100.00%	0.00	2,875.28	
		MATERIAL							I								
	120	8"PVC10-12 SOR 26- INSTALLED	1,422	LF	21.45	30,501.90				0.00	544		11,667.06	38.25%	18,834.84	1,166.71	
	124	8"PVC12-14 SDR 26-	460	LF	20.22	9,301.20				0.00	460	
j	9,301.20	100.00%	0.00	930.12	
		MATERIAL															
	126	8' PVC12-14 SDR 26•	460	LF	26.81	12,332.60				0.00	237		6,359.79	51.57%	5,972.81	635.98	
		INSTALLED							I								
	129	8"PVC 14-16 SOR 26- MATERIAL	556	LF	20.22	11,242.32			I	0.00	556		11,242.32	100.00%	0.00	1,124.23	

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
9
2328-9
05/15/24

	Contract	Unit	Contract	Previous	Current Period	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

130	8"PVC14-16 SDR 26- INSTALLED	556	LF	31.54	17,536.24	556	17,536.24	i	0.00	556	17,536.24	100.00%	0.00	1,753.62	
134	8'PVC 16-18 SOR 26- MATERIAL	880	LF	20.22	17,793.60	I
8801	17,793.60	0.00	880	17,793.60	100.00%	0.00	1,779.36		
135	8"PVC16-18 SDR 26 - INSTALLED	880	LF	38.30	33,704.00	862	33,001.76	i	0.00	as2 l 33,001.76	97.92%	702.24	3,300.18		
144	10''PVC16-18 SOR 26 -	378	LF	30.81	11,648.18	378	11,648.18	0.00	378	11,646.18	100.00%	0.00	1,164.62		
	MATERIAL					i									
145	10"PVC16-18 SDR 26-	378	LF	38.30	14,477.40	0.00		0.00	0.00	0.00%	14,477.40	0.00			
	INSTALLED						i								
154	10"PVC18-20 SDR 26- MATERIAL	22	LF	30.81	677.82	22
I	677.82	:	0.00	2,2	677.82	100.00%	0.00	67.78	
155	1O"PVC18-20 SOR26 - INSTALLED	22	LF	44.64	982.08	221	982.08	0.00	221	982.08	100.00%	0.00	98.21		
444	MANHOLE	- MATERIAL	4	EA	5,034.30	20,137.20	4	20,137.20	I	0.00	4	20,137.20	100.00%	0.00	2,013.72	
445	MANHOLE	- INSTALLED	4	EA	536.16	2,144.64	41	2,144.64	0.00	4	2,144.64	100.00%	0.00	214.47		
449	MANHOLE6-6- MATERIAL	6	EA	5,701.99	34,211.94	61	34,211.94	0.00	B! 34,211.94	100.00%	0.00	3,421.20			
450	MANHOLE 6-6- INSTALLED	6	EA	670.20	4,021.20	6,	4,021.20	l
I	0.00	6	4,021.20	100.00%	0.00	402.12	
454	MANHOLE 8-10-MATERIAL	3	EA	6,643.16	19,929.48	3	19,929.48	0.00	3	19,929.48	100.00%	0.00	1,992.95		
455	MANHOLE 8-10-INSTALLEO	3	EA	804.24	2,412.72	3!	2,412.72	0.00	3!	2,412.72	100.00%	0.00	241.26		
459	MANHOLE 10-12- MATERIAL	5	EA	7,195.28	35,976.40	5	35,976.40	I	0.00	5	35,976.40	100.00%	0.00	3,597.64	
460	MANHOLE 10-12- INSTAllED	5	EA	1,072.32	5,361.60	4	4,289.28	

I	0.00	4	4,289.28	80.00%	1,072.32	428.92	
464	MANHOLE12-14-MATERIAL	2	EA	7,877.08	15,754.16	2	15,754.16	I	0.00	2[	15,754.16	100.00%	0.00	1,575.42	
465	MANHOLE 12-14-INSTAllED	2	EA	1,072.32	2,144.64	1	1,072.32	!	0.00	1	1,072.32	50.00%	1,072.32	107.23	
469	MANHOLE 14-16- MATERIAL	2	EA	8,420.21	16,840.42	2	16,840.42		0.00	2	16,840.42	100.00%	0.00	1,684.04	
								•		I					

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
9
2328-9
05/15/24

Item	Description
Contract Quantity	UOM
Unit Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

470	MANHOLE 14-16 • INSTALLED	2	EA	1,340.40	2,680.80	2	2,680.80	0.00	2	2,680.80	100.00%	0.00	268.08			
474	MANHOLE 16-18-MATERIAL	6	EA	9,279.21	55,675.26	I
6	55,675.26	0.00	s!	55,675.26	100.00%	0.00	5,567.53			
475	MANHOLE 16-18-INSTALLED	6	EA	1,340.40	8,042.40	5	6,702.00	0.00	5	6,702.00	83.33%	1,340.40	670.20			
484	MANHOLE 18-20 - MATERIAL	1	EA	9,839.04	9,839.04	1[	9,839.04	0.00	1	9,839.04	100.00%	0.00	983.90			
485	MANHOLE 18-20 - INSTALLED	1	EA	1,608.47	1,608.47	1	1,608.47		I	0.00	1 I	1,608.47	100.00%	0.00	160.85	
569	SINGLE LATERAL·MATERIAL	20	EA	595.26	11,905.20	20,	11,905.20		I
I	0.00	20!	11,005.20	100.00%	0.00	1,190.52	
570	SINGLE LATERAL- INSTALLED	20	EA	322.24	6,444.80	20,	6,444.80	0.00	20	6,444.80	100.00%	0.00	644.48			
574	DOUBLE LATERIAL- MATERIAL	71	EA	677.09	48,073.39	11I	48,073.39		'	0.00	71	48,073.39	100.00%	0.00	4,807.34	
575	DOUBLE LATERAL-INSTALLED	71	EA	322.24	22,879.04	20,	6,444.80	0.00	20 I'	6,444.80	28.17%	16,434.24	644.48			
619	B"PVC FORCEMAIN - MATERIAL	1,432	LF	32.37	46,353.84	1,432
'	46,353.84		i
''	0.00	1,432	46,353.84	100.00%	0.00	4,635.38	
620	8"PVC FORCEMAIN • INSTALLED	1,432	LF	8.94	12,802.08	1,1461
I	10,241.66	286	

i	2,560.42	1,432

'	12,802.08	100.00%	0.00	1,280.21	
630	FORCEMAIN FITTINGS - MATERIAL		LS		27,584.45	27,584.45		l	0.00	I	27,584.45	100.00%	0.00	2,758.45		
634	8" GATE VALVE - MATERIAL	1	EA	2,177.66	2,177.66	I
1 I	2,177.66		I	0.00	1	2,177.66	100.00%	0.00	217.77	
635	8" GATE VALVE - INSTALLED	1	EA	426.95	426.95	1	426.95		

'	0.00	1	426.95	100.00%	0.00	42.70	
689	8" x 8" WET TAP - MATERIAL	1	EA	4,849.99	4,849.99	11	4,849.99	0.00	1 I
I	4,849.99	100.00%	0.00	485.00			
690	8" x g• WET TAP- INSTALLED	1	EA	1,847.54	1,847.54	0.00		I	0.00	I	0.00	0.00%	1,847.54	0.00		
699	AIR RELEASE VALVE· MATERIAL	1	EA	4,299.35	4,299.35	11	4,299.35	0.00	1	4,299.35	100.00%	0.00	429.94			
700	AIR RELEASE VALVE- INSTALLED	1	EA	580.02	580.02	I	0.00	0.00	I	0.00	0.00%	580.02	0.00			
719	LIFT STATION·MATERIAL		LS		460,597.05	i	460,597.05		I
'	0.00	

'	460,597.05	100.00%	0.00	46,059.71	

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
9
2328-9
05/15/24

Item

720	UFT STATION - INSTALLED		LS		307,954.67	I	92,386.00	
I	0.00	92,386.00	30.00%	215,568.67	9,238.60		
725	CLEAN SANITARY LINES	6,335	LF	1.88	11,909.80	0.00	0.00	0.00	0.00%	11,909.80	0.00				
730	TEST SANITARY LINES	6,335	LF	1.64	10,389.40	0.00	I	0.00	I
I	0.00	0.00%	10,389.40	0.00		
735	TESTFORCEMAIN LINES	1,432	LF	1.64	2,348.48	!	0.00	0.00	0.00	0.00%	2,348.48	0.00			
740	T.V. SANITARY LINES	6,335	LF	2.06	13,050.10	0.00	0.00	0.00	0.00%	13,050.10	0.00				
759	DROP CONNECTION -	2	EA	1,266.03	2,532.06	21	2,532.06	'	0.00	2.	2,532.06	100.00%	0.00	253.21	
	MATERIAL					I I		I							
760	DROP CONNECTION - INSTALLED	2	EA	815.25	1,630.50	2	1,630.50	
I	0.00	2 I
I
I	1,630.50	100.00%	0.00	163.05	
805	WELL POINTS	6,335	LF	16.55	104,844.25	5,560,	92,009.73	i
:	0.00	5,560	92,009.73	87.76%	12,834.52	9,200.98	
Totalfor 14SDev Sewer	1,&24,270.48	1,293,274.96	2,560.42	1,295,835.38	79.78%	328,435.10	129,583.57

BillGroup	0300	14 SDev Storm Drain
.	..	·	"'--
1544	18" RCP - MATERIAL	2,945	LF	50.14	147,662.30	2,945I	147,662.30	0.00	2,945	147,662.30	100.00%	0.00	14,766.23			
1545	18" RCP -1 NSTALLIED	2,945	LF	16.71	49,210.95	2,945	49,210.95	0.00	2,945	49,210.95	100.00%	0.00	4,921.10			
1579	24" RCP - MATERIAL	1,879	LF	77.20	145,058.80	I
1,879	145,058.80	0.00	1,879	145,058.80
'	100.00%	0.00	14,505.88			
1580	24" RCP - INSTALLED	1,879	LF	17.61	33,089.19	I
1,222	21,522.37		

I	0.00	1,222 •	21,522.37	65.04%	11,566.82	2,152.23	
1614	30" RCP - MATERIAL	737	LF	118.13	87,061.81	737	87,061.81		'	0.00	737	87,061.81	100.00%	0.00	8,706.18	
1615	30" RCP - INSTALLED	737	LF	20.49	15,101.13	184!
'	3,770.16	553		11,330.97	737I	15,101.13
I	100.00%	0.00	1,510.12	
1649	36" RCP - MATERIAL	2,906	LF	154.40	448,686.40	I
2,906	448,686.40		I
'	0.00	2,906'  448,686.40	100.00%	0.00	44,868.64	
1650	35• RCP - INSTALLED	2,906	LF	28.05	81,513.30	871
I	24,431.55		I
I	0.00	871	24,431.55	29.97%	57,081.75	2,443.16	
1684	42" RCP - MATERIAL	1,463	LF	210.37	307,771.31	1.463:	307,771.31	0.00	1,463	307,771.31	100.00%	0.00	30,777.13			

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
9
2328-9
05/15/24

Item	Description
Contract Quantity	UOM
Unit Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

1685	42" RCP - INSTALLEO	1,463	LF	36.50	53,399.50	365	13,322.50	1,098	40,077.00	1,463	53,399.50	100.00%	0.00	5,339.95	
2069	12" HDPE - MATERIAL	50	LF	21.69	1,084.50	50	1,084.50	0.00	50 I	1,084.50	100.00%	0.00	108.45		
2070	12'' HDPE -INSTALLED	50	LF	13.40	670.00	
I	0.00	50	670.00	50 i	670.00	100.00%	0.00	67.00	
2504	STORM MANHOLE - MATERIAL	14	EA	4,137.20	57,920.80	141	57,920.80	I	0.00	141	57,920.80	100.00%	0.00	5,792.08	
2505	STORM MANHOLE - INSTALLED	14	EA	941.49	13,180.86	11	10,356.39	i
3 :	2,824.47	I
14 I	13,180.86	100.00%	0.00	1,318.10	
2689	J MANHOLE• MATERIAL	11	EA	8,535.71	93,892.81	111	93,892.81	
I	0.00	11I	93,892.81	100.00%	0.00	9,389.29	
2690	J MANHOLE • INSTALLED	11	EA	1,135.55	12,491.05	,al	11,355.50	1	1,135.55	11	12,491.05	100.00%	0.00	1,249.12	
2749	12" MES - MATERIAL	1	EA	386.48	386.48	1	386.48	0.00	1
I	386.48	100.00%	0.00	38.65		
2750	12" MES - INSTALLED	1	EA	363.77	363.77	0.00	1 I	363.77	1 !	363.77	100.00%	0.00	36.38		
2754	18" MES- MATERIAL	2	EA	878.90	1,757.80	2	1,757.80	!	0.00	2	1,757.80	100.00%	0.00	175.78	
2755	18" MES - INSTALLED	2	EA	465.41	930.82	!	0.00	2	930.82	2	930.82	100.00%	0.00	93.08	
2759	24" MES - MATERIAL	3	EA	1,138.90	3,416.70	3	3,416.70	I	0.00	31	3,416.70	100.00%	0.00	341.67	
2760	24" MES - INSTALLED	3	EA	609.86	1,829.58	0.00	3 I	1,829.58	I
3j	1,829.58	100.00%	0.00	182.96		
2764	30" MES - MATERIAL	3	EA	2,940.36	8,821.08	3!	8,821.08	:	0.00	3	8,821.08	100.00%	0.00	882.11	
2765	30" MES - INSTALLED	3	EA	754.31	2,262.93	!	0.00	3 i	2,262.93	3	2,262.93	100.00%	0.00	226.29	
2769	36" MES - MATERIAL	1	EA	3,948.30	3,948.30	11	3,948.30	I	0.00	1	3,948.30	100.00%	0.00	394.83	
2770	36" MES - INSTALLED	1	EA	754.31	754.31	1	754.31	:	0.00	1 l	754.31	100.00%	0.00	75.43	
2774	42" MES - MATERIAL	1	EA	4,874.56	4,874.56	1	4,874.56	I	0.00	1 I	4,874.56	100.00%	0.00	487.46	
2775	42" MES - INSTALLED	1	EA	842.04	842.04	I
1	842.04	:	0.00	1	842.04	100.00%	0.00	84.20	
2989	P-5IN..ET - MATERIAL	20	EA	5,133.33	102,666.60	20	102,666.60	0.00	20	102,666.60	100.00%	0.00	10,266.67		
2990	P-51NLET-INSTALLEO	20	EA	1,367.98	27,359.60	151	20,519.70	5	6,839.90	20I	27,359.60	100.00%	0.00	2,735.96	

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
9
2328-9
05/15/24

Item	Description
Contract Quantity	UOM
Unit Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

3019	P-6Il't.ET • MATERIAL	20	EA	5,665.15	113,303.00	20. 113,303.00	0.00	20	113,303.00	100.00%	0.00	11,330.30			
3020	P-61M.ET - INSTALLED	20	EA	1,247.77	24,955.40	20	24,955.40	0.00	20	24,955.40	100.00%	0.00	2,495.54			
3204	J-6 l ET•MATERIAL	3	EA	10,477.86	31,433.58	3I'	31,433.58	0.00	3	31,433.58	100.00%	0.00	3,143.36			
3205	J-6 Irt.ET • INSTAU.ED	3	EA	1,553.32	4,659.96	3'	4,659.96
I	0.00	3'	4,659.96	100.00%	0.00	465.99			
3234	TYPE CINLET -MATERIAL	6	EA	3,367.12	20,202.72	6,  20,202.72	0.00	6	20,202.72	100.00%	0.00	2,020.27			
3235	TYPE C INLET - INSTALLED	6	EA	894.49	5,366.94	0.00	6		5,366.94	6	5,366.94	100.00%	0.00	536.69	
3289	TYPE EINLET·MATERIAL	8	EA	4,245.08	33,960.64	8	33,960.64	0.00	8	33,960.64	100.00%	0.00	3,396.07			
3290	TYPE EINLET·INSTALLED	8	EA	711.61	5,692.88	0.00	6		4,269.66	6 ;	4,269.66	75.00%	1,423.22	426.97	
3349	TYPE HINLET·MATERIAL	2	EA	7,576.51	15,153.02	2,  15,153.02		
I	0.00	2	15,153.02	100.00%	0.00	1,515.30	
3350	TYPE HINLET • INSTALLED	2	EA	711.61	1,423.22	I	0.00	1		711.61	1	711.61	50.00%	711.61	71.16	
3564	C CONTROL STRUCTURE • MATERIAL	1	EA	4,690.47	4,690.47	,1 4,690.47		

I	0.00	1	4,690.47	100.00%	0.00	469.05	
3565	C CONTROL STRUCTURE - INSTALLED	1	EA	1,018.65	1,018.65	,! 1,018.65
I	0.00	1	1,018.65	100.00%	0.00	101.87			
3567	RIP RAP - MATERIAL	6	SY	60.40	362.40	I
!	0.00	0.00	
I	0.00	0.00%	362.40	0.00			
3568	RIP RAP- INSTALLED	6	SY	24.43	146.58	0.00	0.00	I
I
I	0.00	0.00%	146.58	0.00			
3855	CLEANSTORM	9,980	LF	2.88	28,742.40	0.00	0.00	I
I
i	0.00	0.00%	28,742.40	0.00			
3860	T.V. STORM	9,980	LF	1.88	18,762.40	0.00		!	0.00	I
I	0.00	0.00%	18,762.40	0.00	
3910	WELL POINTS	4,078	LF	16.55	67,490.90	4,078	67,490.90		I
!	0.00	I
4,078 •	67,490.90	100.00%	0.00	6,749.09	
Totalfor 14SDev Storm Drain	2,085,374.44	1,887,964.06	78,613.20	1,966,577.26	94.30%	118,797.18	196,657.79

BillGroup	0400	14 SDev Domestic Water

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
9
2328-9
05/15/24

Item	Description
Contract Quantity	UOM
Unit Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
ToFinish	Retainage

5514	4" PVC - MATERIAL	820	LF	10.50	8,610.00	820'	8,610.00		i
I	0.00	820 I	8,610.00	100.00%	0.00	861.00	
5515	4" PVC - INSTALLED	820	LF	8.94	7,330.80	820	7,330.80	0.00	820	7,330.80	100.00%	0.00	733.08			
5519	6" PVC - MATERIAL	590	LF	19.61	11,569.90	590	11,569.90	0.00	590 I	11,569.90	100.00%	0.00	1,156.99			
5520	6" PVC - INSTALLED	590	LF	8.94	5,274.60	590	5,274.60	0.00	590	5,274.60	100.00%	0.00	527.46			
5524	8" PVC - MATERIAL	280	LF	34.17	9,567.60	280	9,587.60	0.00	280	9,567.60	100.00%	0.00	956.76			
5525	8' PVC • INSTALLED	280	LF	8.94	2,503.20	280	2,503.20	0.00	280	2,503.20	100.00%	0.00	250.32			
5529	10" PVC-MATERIAL	740	LF	49.10	36,334.00	740	38,334.00	0.00	I
740	36,334.00	100.00%	0.00	3,633.40			
5530	10"PVC-1NSTALLED	740	LF	10.73	7,940.20	556	5,955.15	185	'	1,985.05	740	7,940.20	100.00%	0.00	794.03	
5534	12" PVC·MATERIAL	3,830	LF	87.29	257,720.70	3,830	257,720.70	0.00	3,830	257,720.70	100.00%	0.00	25,772.07			
5535	12" PVC - INSTALLED	3,830	LF	10.73	41,095.90	3,447	36,986.31	383		4,109.59	3,830 I	41,095.90	100.00%	0.00	4,109.60	
5614	WM SINGLE SERVICE- MATERIAL	24	EA	534.10	12,818.40	24	12,818.40		
I	0.00	24 I
i	12,818.40	100.00%	0.00	1,281.84	
5615	WM SINGLE SERVICE - INSTALLED	24	EA	268.08	6,433.92	24	6,433.92		I
I
i	0.00	24 '	6,433.92	100.00%	0.00	643.39	
5619	WM DOUBLE SERVICE - MATERIAL	44	EA	1,040.33	45,774.52	44	45,774.52		I

'	0.00	44	45,774.52	100.00%	0.00	4,577.45	
5820	WM DOUBLE SERVICE - INSTALLED	44	EA	268.08	11,795.52	44	11,795.52		
i	0.00	44 I	11,795.52	100.00%	0.00	1,179.55	
5626	WATER FITTINGS - MATERIAL		LS		59,127.79	59,127.79	0.00	
i	59,127.79	100.00%	0.00	5,912.78				
5634	4" GATE VALVE - MATERIAL	3	EA	1,214.34	3,643.02	3	3,643.02	0.00	3	3,643.02	100.00%	0.00	364.30			
5635	4" GATE VALVE - INSTALLED	3	EA	263.18	789.54	3	789.54	0.00	3 '
1	789.54	100.00%	0.00	78.95			
5644	6' GATE VALVE• MATERIAL	4	EA	1,642.76	6,571.04	4	6,5n.04	0.00	4,
I	6,571.04	100.00%	0.00	657.10			
5645	6" GATE VALVE - INSTALLED	4	EA	263.18	1,052.72	4
I	1,052.72		I
I
!	0.00	4,	1,052.72	100.00%	0.00	105.27	

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
9
2328-9
05/15/24

Item	Description
Contract Quantity	UOM
Unit Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

5654	8" GATE VALVE • MATERIAL	2	EA	2,255.35	4,510.70	2	4,510.70		!	0.00	2	4,510.70	100.00%	0.00	451.07	
5655	8" GATE VALVE - INSTALLED	2	EA	307.04	614.08	2;	614.08		I
:	0.00	2	614.08	100.00%	0.00	61.40	
5659	10" GATE VALVE - MATERIAL	2	EA	3,198.44	6,396.88	2'	6,396.88		!	0.00	2'	6,396.88	100.00%	0.00	639.69	
5660	10" GATE VALVE - INSTALLED	2	EA	307.04	614.08	2,	614.08	0.00	2	614.08	100.00%	0.00	61.41			
5664	12" GATE VALVE·MATERIAL	16	EA	3,707.23	59,315.68	16,	59,315.68	0.00	16	59,315.68	100.00%	0.00	5,931.57			
5665	12" GATE VALVE - INSTALLED	16	EA	350.90	5,614.40	8	2,807.20	8		2,807.20	16	5,614.40	100.00%	0.00	561.44	
5689	FIRE HYDRANT· MATERIAL	9	EA	6,897.58	62,078.22	9	62,078.22	0.00	9	62,078.22	100.00%	0.00	6,207.82			
5690	FIRE HYDRANT - INSTALLED	9	EA	1,184.29	10,658.61	9	10,658.61	0.00	9	10,658.61	100.00%	0.00	1,065.86			
5694	2" BLOW OFF - MATERIAL	6	EA	1,167.78	7,006.68	6	7,006.68	0.00	6	7,006.66	100.00%	0.00	700.67			
5695	2' BLOW OFF - INSTALLED	6	EA	307.04	1,842.24	
'	0.00	0.00	0.00	0.00%	1,842.24	0.00				
5699	AIR R:LEASE VALVE· MATERIAL	4	EA	3,607.59	14,430.36	4	14,430.36	0.00	4	14,430.36	100.00%	0.00	1,443.04			
5700	AlR R:LEASE VALVE • INSTALLED	4	EA	580.02	2,320.08	0.00	0.00	0.00	0.00%	2,320.08	0.00					
5760	TEST WATER LINES	6,260	LF	2.25	14,085.00	0.00	6,260		14,085.00	6,260	14,085.00	100.00%	0.00	1,408.50		
5775	SAMPLE POINTS - MATERIAL	7	EA	246.10	1,722.70	0.00	0.00	0.00	0.00%	1,722.70	0.00					
5776	SAMPLE POINTS - INSTALLED	7	EA	536.16	3,753.12	0.00		i	0.00	I
I	0.00	0.00%	3,753.12	0.00		
Total for 14SDevDomestic Water	730,916.20	698,291.22	22,986.84	721,278.06	98.68%	9,638.14	72,127.81

I  BillGroup	0500	i4 SDev Recyclecl Water	l

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
9
2328-9
05/15/24

Balance
To Finish	Retainage

6089	RM SINGLE SERVICE - MATERJAL	18	EA	490.24	8,824.32	10;	8,824.32		0.00	18 I
I
I	8,824.32	100.00%	0.00	882.43		
6090	RM SINGLE SERVICE - INSTALLED	18	EA	311.94	5,614.92	I
18
I	5,614.92		0.00	10 i
i	5,614.92	100.00%	0.00	561.49		
6092	RM DOUBLE SERVICE - MATERIAL	46	EA	996.47	45,837.62	I
461	45,837.62	I		0.00	
461	45,837.62	100.00%	0.00	4,583.76	
6093	RM DOUBLE SERVICE- INSTALLED	46	EA	311.94	14,349.24	45!
I	14,349.24		I
I
I	0.00	46 l
!	14,349.24	100.00%	0.00	1,434.92	
6094	1"IRRIGATIONSERVICE- MATERIAL	1	EA	963.00	963.00	1
I	963.00		0.00	1 i
I	963.00	100.00%	0.00	96.30		
6095	1"IRRIGATION SERVICE - INSTALLED	1	EA	268.10	268.10	I
I
I	0.00		0.00	I'
I
I	0.00	0.00%	268.10	0.00		
6099	1.5" IRRIGATION SERVICE- MATERIAL	1	EA	998.31	998.31	1•	998.31		0.00	l  I
I	998.31	100.00%	0.00	99.83		
6100	1.5' IRRIGATION SERVICE- INSTALLED	1	EA	311.94	311.94	I
I	0.00		0.00	i
!	0.0D	0.00%	311.94	0.00		
6116	RECLAIM FITTINGS - MATERIAL	1	EA	40,664.99	40,664.99	1 I	40,664.99		0.00	1	40,664.99	100.00%	0.00	4,066.50		
6129	6" GATE VALVE - MATERIAL	29	EA	1,598.90	46,368.10	291	46,368.10		I	0.00	!
29'	46,368.10	100.00%	0.00	4,636.81	
6130	6" GATE VALVE - INSTALLED	29	EA	307.04	8,904.16	21:	6,447.84	8 I 2,456.32	29	8,904.16	100.00%	0.00	890.41			
6164	2" BLOW OFF - MATERIAL	9	EA	717.33	6,455.97	9;	6,455.97		0.00	9	6,455.97	100.00%	0.00	645.60		
6165	2' BLOW OFF - INSTALLED	9	EA	307.04	2,763.36	0.00		0.00	0.00	0.00%	2,763.36	0.00				
6204	6' X 6' WET TAP - MATERIAL	1	EA	3,808.99	3,808.99	1	3,808.99		I
;	0.00	I
1	3,808.99	100.00%	0.00	380.90	
6205	6" X 6" WET TAP - INSTALLED	1	EA	2,134.82	2,134.82	0.00	1		2,134.82	1:
I	2,134.82	100.00%	0.00	213.48		
6209	AIR Rl:LEASE VALVE - MATERIAL	4	EA	3,607.59	14,430.36	4	14,430.36	0.00	4'
I	14,430.36	100.00%	0.00	1,443.04			
6210	AIR Rl:LEASE VALVE - INSTALLED	4	EA	580.02	2,320.08	0.00	0.00	'I

I	0.00	0.00%	2,320.08	0.00				

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
9
2328-9
05/15/24

Item	Description
Contract Quantity	UOM
Unit Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To finish	Retainage

6225	TEST RECLAIM LINES	6,179	LF	2.25	13,902.75	
I	0.00	I
I
I	0.00	I
j	0.00	0.00%	13,902.75	0.00	
6240	TIE TO EXISTING	1	EA	1,780.40	1,780.40	I	0.00	I	0.00	'	0.00	0.00%	1,780.40	0.00	
Total for 14SDevRecycled Water	397,111.88	357,361.81	18,403.44	375,765.25	94.62%	21,346.63	37,576.52

I BillGroup	0600	4 SDev Street Paving	]

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
9
2328-9
05/15/24

Balance
To Finish	Retainage

6880	8' WI-EEL CHAIRRAMP	4	EA	1,885.11	7,540.44	I
I	0.00	I
I	0.00	0.00	0.00%	7,540.44	0.00	
6885	CONCRETE APRON	230	SF	20.31	4,671.30	0.00	0.00	0.00	0.00%	4,671.30	0.00			
6940	PAVERS	1,990	SF	12.81	25,491.90	0.00	I	0.00	I	0.00	0.00%	25,491.90	0.00	
6945	SIGNS &PAVEMENT MARKINGS		LS		32,858.50	0.00	0.00	
:
I	0.00	0.00%	32,858.50	0.00		
Total for 14 SDev Street Paving	1,486,527.00	127,ln.82	192,479.69	319,651.51	21.50%	1,166,875.49	31,965.16

8720	STRIPPINGS	5,676	CY	1.67	9,478.92	5,676	9,478.92	
8724	STABILIZED ACCESS· MATERIAL	2,300	SY	5.02	11,546.00	2,300	11,546.00	

Total for 14 SDev Dirt Import Export	247,089.75	195,166.75	0.00	195,166.75	78.99%	51,923.00	19,516.68

I	Bill 61	0800	14 SDev Neighborhood Pro1	I

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
9
2328-9
05/15/24

Item	Description
Contract Quantity	UOM
Unit
Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

9509	30" RCP - MATERIAL	147	LF	116.47	17,121.09	147	17,121.09	i
I
I	0.00	1471	17,121.09	100.00%	0.00	1,712.11	
9510	30" RCP - INSTALLEO	147	LF	35.74	5,253.78	0.00	I	0.00	l	0.00	0.00%	5,253.78	0.00		
9514	30" MES - MATERIAL	2	EA	2,940.36	5,880.72	0.00	2 I	5,880.72	21	5,880.72	700.00%	0.00	588.07		
9515	30'' MES - INSTALLED	2	EA	754.31	1,508.62	0.00	2 I	1,508.62	2i
I	1,508.62	100.00%	0.00	150.86		
9519	TYPE C INLET - MATERIAL	1	EA	3,380.11	3,380.11	'
1'	3,380.11	I
!	0.00	1 ';
I	3,380.11	100.00%	0.00	338.01	
9520	TYPE C INLET - INSTALLED	1	EA	718.71	718.71	0.00	I I
i	0.00	
I	0.00	0.00%	718.71	0.00		
9525	TIE IN TO EXISTING	1	EA	5,598.47	5,598.47	'	0.00	1 I
!	5,596.47	1	5,596.47	100.00%	0.00	559.85	
9530	CLEAN STORM	185	LF	2.88	532.80	0.00	I	0.00	0.00	0.00%	532.80	0.00			
9535	T.V. STORM	185	LF	1.88	347.80	0.00	0.00	0.00	0.00%	347.80	0.00				
9540	WELL POINTS	185	LF	16.55	3,061.75	185	3,061.75	0.00	185 I	3,061.75	100.00%	0.00	306.18		
9604	12" PVC - MATERIAL	83	LF	80.18	6,654.94	83	6,654.94	0.00	83	6,654.94	100.00%	0.00	665.49		
9605	12" PVC- INSTALLED	83	LF	35.73	2,965.59	0.00	0.00	0.00	0.00%	2,965.59	0.00				
9610	DIRECTIONAL DRILL 16'	60	EA	382.71	22,962.60	60	22,962.60	0.00	60 '	22,962.60	100.00%	0.00	2,296.26		
9614	2' JUMPER - MATERIAL	1	EA	1,745.55	1,745.55	1,	1,745.55	0.00	1	1,745.55	100.00%	0.00	174.56		
9615	2' JUMPER-INSTALLED	1	EA	219.31	219.31	0.00	1	219.31	1	219.31	100.00%	0.00	21.93		
9619	12" x 12" WET TAP - MATERIAL	2	EA	8,985.44	17,970.88	21
'	17,970.88	0.00	2	17,970.88	100.00%	0.00	1,797.09		
9620	12" x 12' WET TAP - INSTALLED	2	EA	2,146.07	4,292.14	I	0.00	2	4,292.14	2	4,292.14	100.00%	0.00	429.21	
9625	TESTWATER LINES	143	LF	2.25	321.75		0.00	143 '.	321.75	143	321.75	100.00%	0.00	32.18	
9629	SAMPLE POINTS -MATERIAL	2	EA	246.10	492.20		0.00	'
I	0.00	I	0.00	0.00%	492.20	0.00	
9630	SAMPLE POINTS - INSTALLED	2	EA	536.16	1,072.32	I
!	0.00	0.00	I	0.00	0.00%	1,072.32	0.00		
9705	1.25' MILLEXISTING	2,845	SY	5.46	15,533.70	I
I	0.00	0.00	I
I	0.00	0.00%	15,533.70	0.00		

Contract:	2328. Trinity Gardens
Application #:
Invoice: Date:
9
2328-9
05/15/24

Item	Description
Contract Quantity	UOM
Unit
Price
Contract Amount
Previous Qty Amount
Current Period
Qty	Amount
Total
Qty	Amount
%
Complete
Balance
ToFinish	Retainage

9710	ASPHALT FC-9.51.25"	4,470	SY	16.96	75,811.20	0.00		!	0.00	0.00	0.00%	75,811.20	0.00			
9715	ASPHALT 2" S.P 12.5	1,630	SY	17.42	28,394.60	I	0.00	1,630		28,394.60	1,630	28,394.60	100.00%	0.00	2,839.46	
9719	LIMEROCK 16'0:ULL DEPTH) - MATERIAL	1,630	SY	10.44	17,014.60	1,630	17,014.59		I I	0.00	1,630	17,014.59	100.00%	0.01	1,701.48	
9720	LIMEROCK 16• 0:ULL DEPTH) -
INSTALLED	1,630	SY	4.94	8,052.20	1,630	8,052.20		i
I	0.00	1,630	8,052.20	100.00%	0.00	805.22	
9724	STABILIZER 12" - MATERIAL	750	SY	5.14	3,855.00	750	3,855.00	0.00	750 I	3,855.00	100.00%	0.00	385.50			
9725	STABILIZER 12' - INSTALLED	750	SY	1.81	1,357.50	750	1,357.50	0.00	750)	1,357.50	100.00%	0.00	135.75			
9730	REMOVE 6 REPLACE FENCE	193	LF	33.04	6,376.72	0.00	0.00	I
I	0.00	0.00%	6,376.72	0.00				
9735	5' SIDEWALK 4• THICK	1,386	LF	35.75	49,549.50	0.00	0.00	I
i	0.00	0.00%	49,549.50	0.00				
9740	8' SIDEWALK 4" THICK	13	LF	56.64	736.32	0.00	0.00	I I
I	0.00	0.00%	736.32	0.00				
9745	5' WHEELCHAIRRAMP	2	EA	1,574.01	3,148.02	0.00	0.00	I
i	0.00	0.00%	3,148.02	0.00				
9750	12 WHEEL CHAIRRAMP	2	EA	3,048.44	6,096.88	0.00		0.00	i	0.00	0.00%	6,096.88	0.00			
9755	SIGNS 6 PAVEMENT MARKINGS		LS		21,062.50	0.00		I
I	0.00	
I	0.00	0.00%	21,062.50	0.00		
9760	R/W GRADING - OFFSITE	8,526	SY	0.81	6,906.06	7,673:	6,215.13		I	0.00	7,673	6,215.13	90.00%	690.93	621.51	
9765	R/W SOD - OFFSITE	8,526	SY	3.19	27,197.94	0.00		I
I	0.00	0.00	0.00%	27,197.94	0.00			
9770	SIGNS 6 PAVEMENT MARKINGS		LS		20,947.50	0.00		0.00	0.00	0.00%	20,947.50	0.00				
9775	MOT		LS		30,045.00	15,022.00		0.00	15,022.00	50.00%	15,023.00	1,502.20				
Total for 14SDevNeighborhoodProp lmpr	428,504.59	127,376.68	47,570.59	174,947.17	40.83%	253,557.42	17,494.72

Contract:	2328. Trinity Gardens
Application#: Invoice:
Date:
9
2328-9
05/15/24

Item	Description
Contract Quantity	UOM
Unit Price
Contract Amount
Previous Qty	Amount
Current Period Qty	Amount
Total
Qty	Amount
%
Complete
Balance
To Finish	Retainage

9910	ASBUILTS		LS		13,547.50	!	2,709.00	I	0.00	2,709.00	20.00%	10,838.50	270.90		
9915	MOBILIZATION		LS		42,925.00		I I
!	30,047.50	0.00	30,047.50	70.00%	12,877.50	3,004.75	
9920	GEOTECH TESTING		LS		61,800.00		49,440.00	0.00	49,440.00	80.00%	12,360.00	4,944.00		
9925	LOT TESTING	110	EA	150.00	16,500.00		0.00	0.00	
I	0.00	0.00%	16,500.00	0.00	
9930	ENVIRONMENTAL		LS		4,598.03		4,598.03	0.00	
I	4,598.03	100.00%	0.00	459.80	
9935	s.W.P.P.P.		LS		3,750.00		2,625.00	0.00	
I
I	2,625.00	70.00%	1,125.00	262.50	
Total for 14SDev Misc In-Tract Cost	181,056.16	104,593.78	0.00	104,593.78	'ST.77%	76,462.38	10,459.39

Bill Group	0901	Change Order - Utility Dep
•

Total for Change Order • UtilityDep

Grand Totals
3,n2.oo	0.00	0.00	0.00	0.00%	3,n2.oo	0.00

9,276,388.30	6,385,999.34	362,614.18	6,748,613.52	72.75%	2,527,774.78	674,861.46

APPLICATION AND CERTIFICATE FOR PAYMENT	Invoice #:  2328-2

ToOwner.	Landsea Homes
2420 S Lakemont Avenue, Suite 450

Orlando, FL 32814
Frqm Contractor:	Blue Ox Enterprises, LLC
500 North Way
Sanford, FL 32773

Project:	2328. Trinity Gardens	Application No.:	2

Period To:	10/15/2023

ViaArchitect:
Project Nos:

onto:
L	J Owner c:::J Architect r::::J Contractor
r::::J
C:=J
Co¢ractFor.	Contract Date:

CONTRACTOR'S APPLICATION FOR PAYMENT
A plication is madetor payment, as shown below, in connection with th& Contract

The undersigned Contractor certifies 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 all amounts have been paid by the Contractor for Work forwhich previous Certificates for Payment were iss·ued and payments received from the Owner, and that current payment shown

CONTRACTOR:
Blue Ox Enterprises, LLC

10.00% of Completed Work

0.00% of Stored Material

$32,805.71
$0.00

By:	/M
,Date: 10/17/2023

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

Total Earned Less Retainage	,..

Less Previous Certificates For Payments .......... . 8C. urrent Payment Due .......................... .
$32,805.71

$295,251.37

$147,589.02
$147,662.35

In accordancewiththe Contr ,ctDocuments, based on on-site observl--"""'l'il!l" r;:"'1-:.,.    ,....	,......
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

9B. alance To Finish, Plus Retainage ............... .

$8,977,424.93

AMOUNT CERTIFIED

$147,662.35
(Attach explanation if amount certffied differs'fromthe amount applied. Initial aO figures onthis Application andon the Continuation Sheet that are ch,anged toconform with the amount cerlified.)

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.

Qontract:	2328. Trinity Gardens
Application #:
Invoice: Date:
2
2328-2
10/15/23

	Contract		Unit	Contract	Previous	Current Peiiod		Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Relainage	

Bill Group	0100	14 SDev Rough Grading

8005	INLETPROTECTION	
68	
EA	
129.79	
7,627.82	
0.00	
0.00	
0.00	
0.00%	
7,527.82	
0.00								
8010	TREE PROTECTION	14,190	LF	6.32	89,680.80	14,190	89,680.80	0.00	14,190		89,680.80	100.00%	0.00	8,968.08					
8020	SILTFENCE	8,740	l.F	1.40	12,236.00	8,740	12,236.00	0.00	8,740		12,236.00	100.00%	Q.00	1,223.60					
6025	DOUBLESILTFENCE	6,867	LF	2.82	19,364.94	6,867	19,364.94	0.00	6,867		19,364.94	100.00%	0.00	1,936.49					
8035	CLEARINGCHIP f) HAUL	36	ACR	7,782.50	280,170.00	
5,	38,912.50	13			'101,172.50	16		140,065.00	50.00%	140,085.00	14,006.50		
8050	STRIPPINGS	26,016	CY	1.67	46,768.72	0.00	0.00	0.00	0.00%	46,786.72	0.00								
8055	EXCAVATION	221,337	CY	2.03	449,314.11	0.00				0.00	0.00	0.00%	449,314.11	0.00					
8070	EMBANKMENT	115,401	CY	0.73	84,24273	0.00	0.00	0.00	0.00%	84,242.73	0.00								
8071	PAD GRADING	110	EA	195.63	21.519.30	!	0.00	0.00			0.00	0.00%	21,51 .30	0.00					
										I									
8085	PONDGRADING	12.990	SY	0.68	8,833.20	0.00			I	0.00	0.00	0.00%	8,833.20	0.00					
									I										
8090	SWALEGRADING	1,260	$Y	0.68	850.00	0.00	o.oo	0.00	0.00%	850.00	0.00								
8110	TIEIN GRADING	10,218	SY	0.58	5,925.28	0.00	0.00	0.00	0.00%	5,92!i28	0.00								
8116	RN/GRADING	17,520	SY	0.58	10,161.60	I		0.00	0.00	0.00%	10,161.60	0.00							
							0.00												
8135	SLOPE GRADING	10,156	SY	0.60	6,083.80	0.00			'	0.00	0.00	0.00%	6,093.60	0.00					
8180	PONDSOD	12,990	SY	3.19	41,438.10	0.00	0.00	0.00	0.00%	41,438.10	0.00								
8185	SWALE SOD	1,260	SY	3.19	3,987.50	0.00	0.00	0.00	0.00%	3,987.50	0.00								
8190	RN/SOD	5,834	SY	3.19	18,610.46	0.00	0.00	0.00	0.00%	18,610.46	0.00								
8205	SEEDS MULCH	19	ACR	1,125.00	21,376.00	0.00	0.00	0.00	0.00%	21,375.00	0.00								
8210	MULCHPATIi	2,260	SY	48.13	108,773.80	0.00	0.00	0.00	0.00%	108,773.80	0.00								
8220	STRIP SOD	3,768	SY	3.19	12,019.92	I I	0.00	0.00	0.00	0.00%	12,01 .92	0.00							

Application #:
Invoice:
Contract:	2328. Trinity Gardens	Date:
2
2328-2
10/15/23

	Contract		Unit	Contract	Previous	Current Pe1iod		Total	%	Balancq			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

8230	SLOPE SOD	10,156	SY	3.19	32,397.84	

I	0.00	0.00	0.00	0.00%	32,397.64	0.00			
8235	SODTIE IN	10,092	SY	3.19	32,193.48	0.00	0.00	0.00	0.00%	32,193.48	0.00				
8295	RETAINING WALL	12,951	SF	32.44	420,130.44	0.00	1,880		61,000.00	1,880	61,000.00	14.52%	359,130.44	6,100.00	
6300	42' HANDRAIL	3,021	LF	45.16	136,428.36	i	0.00	o.oo	0.00	0.00%	136,42Q.36	0.00			
8310	DEWATERING		LS		221,765.00	0.00		!	0.00	0.00	0.00%	221,765.00	0.00		
Total for 14 SDevRough Grading	2,091,825.80	160,194.24	162,172.50	322,366.74	15.41%	1,769,4 .06	32.236.67
BillGroup	0200	14 SDev Sewer
l	,_

C:ontract:	2328. Trinity Gardens
Application #:
Invoice: Date:
2
2328-2

10/15/23

	Contract		Unit	Contract	Previou!;	CurrentPe'riod		Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

130	8"PVC14-16SDR28 - INSTALLED	558	LF	31.54	17,636.24	0.00	0.00	0.00	0.00'/4	17,536.24	0.00			
134	8"PVC18-18 SDR 26- MATERIAL	880	LF	20.22	17,793.60	i	0.00	0.00	I	0.00	0.00%	17,793.60	0.00	
136	8' PVC 18-18 SDR 26- INSTALLED	880	LF	38.30	33,704.00	0.00	
!	0.00	0.00	0.00%	33,704.00	0.00		
144	10"PVC16-18 SOR 26· MATERIAL	378	LF	30.81	11,646.18	
I	0.00	0,00	0.00	0.00%	11,648.18	0.00		
145	10' PVC16-18 SOR 28•	378	LF	38.30	14,477.40	0.00		0.00	0.00	0.00%	14,477.40	0.00		
	INSTALLED						I							
164	10" PVC18-20 SDR 28•	22	LF	30.81	877.82		0.00	0.00	0.00	0.00%	677.82	0.00		
	MATERIAL					'								
155	10"PVC18-20 SDR 26•	22	lF	44.64	982.06	;	0.00	0.00	0.00	0.00%	982.08	0.00		
	INSTALLED													
444	MANHOLE 0-6 - MATERIAL	4	EA	5,034.30	20,137.20	0.00	i	0.00	0.00	0.00%	20,137.20	0.00		
445	MANHOLE 0-6 - INSTALLED	4	EA	636.18	2,144.64	
I	0.00	0.00	:	0.00	0.00%	2,144.64	0.00	
449	MANHOLE 8-8 - MATERIAL	6	EA	5,701.99	34,211.94	0.00	0.00	0.00	0.00%	34,211.94	0.00			
450	MANHOLE 8-8- INSTALLED	8	EA	670.20	4,021.20	0.00	o.oo	0.00	0.00%	4,021.20	0.00			
454	MANHOLE 8-10-MATERIAL	3	EA	6,643.16	18,928.48	0.00	0.00	0.00	0.00%	19,929.48	0.00			
455	MANHOLE 8-10- INSTALLED	3	EA	804.24	2,412.72	0.00	0.00	0.00	0.00%	2,412.72	0.00			
459	MANHOLE10-12-MATERIAL	5	EA	7,195.28	35,976.40	0.00	I	0.00	0.00	0.00%	35,976.40	0.00		
400	MANHOLE10-12-INSTALLEO	5	EA	1,072.32	5,361.60	0.00	0.00	0.00	0.00%	5,361.60	0.00			
484	MANHOLE12-14-MATERIAL	2	EA	7,877.08	16,764.16	!	0.00	0.00	0.00	0.00%	15,75,\.16	0.00		
465	MANHOLE12-14-INSTALLEO	2	EA	1,072.32	2,144.84	0.00	0.00	0.00	0.00%	2,144.84	0.00			
489	MANHOLE 14-16 - MATERIAL	2	EA	8,420.21	16,840.42	'	0.00	0.00	
I	0.00	0.00%	16,840.42	0.00	

Application #:
Invoice:
Gontract:	2328. Trinity Gardens	Date:
2
2328-2
10/15/23

	Contract		Unit	Contract	Previous	Current Peiiod	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

470	MANHOLE14-18 - INSTALLED	2	EA	1.340.40	2.680.80	0.00	
!	0.00	0.00	0.00%	2,680.80	0.00		
474	MANHOLE 18-18-MATERIAL	6	EA	9,279.21	55,675.26	i	0.00	0.00	
I	0.00	0.00%	55,676.26	0.00	
475	MANHOLE 18-18 • INSTALLED	6	EA	1,340.40	8,042.40	0.00	0.00	I	0.00	0.00%	8,042.40	0.00		
484	MANHOLE18-20-MATERIAL	1	EA	9,839.04	9,839.04	0.00	0.00	0.00	0.00%	9,839.04	0.00			
485	MANHOLE 18-20 - INSTALLED	1	
EA	1,608.47	1,608.47	0.00	0.00	0.00	0.00%	1,608.47	0.00			
589	SINGLE LATERAL- MATERIAL	20	EA	59ii.26	11,905.20	0.00	0.00	0.00	0.00%	11,905.20	0.00			
570	SINGLE LATERAL- INSTALLED	20	EA	322.24	6,444.80	0.00	I	0.00	0.00	0.00%	6,44,\.80	0.00		
574	DOUBLELATERIAL-MATERIAL	71	EA	6TT.09	48,073.39	0.00	0.00	0.00	0.00%	48,07 .39	0.00			
575	DOUBLELATERAL• INSTALLED	71	EA	322.24	22,879.04	0.00	0.00	0.00	0.00%	22,879.04	0.00			
619	8"PVCFORCEMAIN -	1,432	lF	32.37	48,353.84	0.00	0.00		0.00	0.00%	46,353.84	0.00		
	MATERIAL							'						
620	8" PVCFORCEMAIN -	1,432	LF	8.94	12,802.08	!	0.00	0.00	0.00	0.00%	12,802.08	0.00		
	INSTALLED													
630	FORCEMAIN FITTINGS - MATERIAL		LS		27,584.45	0.00	i	0.00	0.00	0.00%	27,584.45	0.00		
834	8' GATE VALVE·MATERIAL	1	EA	2,177.66	2,177.66	'
I	0.00	0.00	0.00	0.00%	2,177.66	0.00		
635	8" GATE VALVE-INSTALLED	1	EA	428.95	426.95	0.00	I	0.00	0.00	0.00%	428.95	0.00		
689	8' x8' WETTAP·MATERIAL	1	EA	4,849.99	4,849.99	0.00	I
I	0.00	
I
'	0.00	0.00%	4,849.99	0.00	
690	8" x8' WETTAP-INSTALLED	1	EA	1,847.54	
1,847.54	0.00	0.00	0.00	0.00%	1,847.54	0.00			
699	AIR RELEASE VALVE·	1	A	4,299.35	4,299.35	0.00	I
I	0.00	0.00	0.00%	4,289.35	0.00		
	MATERIAL													
700	AIRRELEASE VALVE· INSTALLED	1	EA	690.02	580.02	
I	0.00	0.00	0.00	0.00%	58Q.02	o.oo		
719	LIFTSTATION-MATERIAL		LS		460,597.05	0.00	!	0.00	0.00	0.00%	400,597.05	0.00		

C.ontract:	2328. Trinity Gardens
Application #:
Invoice: Date:
2
2328-2

10/15123

	Contract		Unit	Contract	PreviOU$	CurrentPe1iod		Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

720	LIFTSTATION-INSTALLED		LS		307,954.67	0.00	0.00	0.00	0.1)0%	307,954.67	0.00			
725	CLEAN SANITARY LINES	6,335	LF	1.88	11,909.80	0.00	
I	0.00	0.00	0.00%	11,909.80	0.00		
730	TESTSANITARY LINES	6,335	LF	1.84	10,389.40	
I	0.00	0.00	0.00	0.00%	10,389.40	0.00		
735	TESTFORCEMAIN LINES	1.432	LF	1.64	2,348.48	0.00	I	0.00	I	0.00	0.00%	2,34a.48	0.00	
740	T.V.SANITARY LINES	6,335	LF	2.06	13,050.10	0.00	i	0.00	0.00	0.00%	13,050.10	0.00		
769	DROPCONNECTION·	2	EA	1,288.03	2,532.06	0.00	I	0.00	
I	o.oo	0.00%	2.532.0S	0.00	
	MATERIAL						I							
760	DROPCONNECTION-	2	EA	815.25	1,630.50	0.00	I	0.00	0.00	0.00%	1,630.50	0.00		
	INSTALLEO													
805	WELLPOINTS	6,335	LF	16.55	104,844.25	

i	0.00	0.00	I	0.00	0.00%	104,844.25	0.00	
Total for 14SDev Sewer	1,624,270.48	0.00	0.00	0.00	0.00%	1,62A,270.48	0.00

BillGroup	0300	14 SDev Stonn Drain

1544	18'RCP-MATERIAL	2,945	LF	50.14	147,662.30	0.00		0.00	0.00	0.00%	147,662.30	0.00	
1545	18"RCP- INSTALLED	2.945	LF	16.71	49,210.95	0.00		0.00	0.00	0.00%	49,210.95	0.00	
1679	24"RCP • MATERIAL	1,879	LF	77.20	145,056.80	0.00		0.00	0.00	0.00%	145,056.80	0.00	
1580	24" RCP- INSTALLED	1,679	LF	17.61	33,089.19	0.00		0.00	0.00	0.00%	33,069.19	o.oo	
1614	30'RCP-MATERIAL	
737	
LF	
118.13	
87,061.81	
0.00	I	
0.00	
0.00	0.00%	87,061.81	0.00	
1615	30'RCP- INSTALLED	737	LF	20.49	15,101.13	0.00		0.00	0.00	0.00%	15,101.13	0.00	
1649	38"RCP-MATERIAL	2,906	LF	16-1.40	448,686.40	0.00	i	0.00	0.00	0.00%	448,686.40	0.00	
1650	36"RCP• INSTALLED	2,906	LF	28.05	81,513.30	0.00		0.00	0.00	0.00%	81,51 .30	0.00	
1684	42"RCP-MATERIAL	1,463	LF	210.37	307,771.31	0.00		0.00	0.00	0.00%	307,771.31	0.00	
							I						

Gontract:	2328. Trinity Gardens
Application #:
Invoice: Date:
2
2328-2
10/15/23

Item

1685	
42' RCP • INSTALLED	
1,463	
LF	
38.60	
53,399.50	0.00	0.00	0,00	0.00%	53,399.50	0.00					

2069	
12"HOPE·MATERIAL	
60	
LF	
21.69	
1,084.50	0.00	0.00	0.00	0.00%	1,084.50	0.00					

2070	
12' HOPE - INSTALLED	
50	
LF	
13.40	
670.00	!	
0.00	0.00	0.00	0.00%	670.00	0.00				

2504	
STORM MANHOLE·MATERIAL	
14	EA	
4,137.20	57,920.80	0.00	o.oo	0.00	0.00%	57,920.80	0.00					

2505	
STORMMANHOLE - INSTALLED	
14	
EA	
941.49	
13,180.86	0.00	0.00	0,00	0.00%	13,18Q.86	0.00					
2689	J MANHOLE·MATERIAL	
11	
EA	
8,535.71	93,892.81	0,00	0.00	0.00	0.00%	93,892.81	0.00					

2690	
J MANHOLE - INSTALLED	
11	
EA	
1,135.55	12,491.05	0.00	I	-	0.00

0.00	0.00	0.00%	12.491.05	0.00			

2749	
12"MES- MATERIAL	
1	
!:A	
386,48	
386.48	
!	
0.00	I			I	
0.00	
0.00%	
386.48	0.00	
2750	
12' MES- INSTALLED	
1	
EA	
363.77	363.77	'	0.00	0.00	0.00	0.00%	36F7	0.00				
2754	
18' MES -MATERIAL	
2	
EA	
878.90	1,757.80	0.00	0.00	0.00	0.00%	1,757.80	0.00					
2755	18' MES - INSTALLED	
2	EA	465.41	930.82	0.00	0.00	0.00	0.00%	93Q.82	0.00					
2759	24'MES - MATERIAL	
3	EA	1,138.90	3.416.70	0.00	I		0.00	0.00	0.00%	3,416.70	0.00			
2760	24"MES-INSTALLED	3	EA	609,86	1,829.58	0.00	I
I		0.00	I	0.00	0.00%	1,82Q.58	0.00		
2764	30"MES·MATERIAL	
3	EA	2,940.36	8,821.08	I
I	0.00	o.oo	0.00	0.00%	8,821.08	0.00				
2765	30"MES- INSTALLED	3	f;A	754.31	2,262.93	0.00	0.00	0,00	0.00%	2,262.93	0.00					
2769	36'MES·MATERIAL	1	EA	3,948.30	3,948.30	0,00	0.00	0.00	0.00%	3.948.30	0.00					
2770	36' MES - INSTALLED	1	
EA	754.31	754.31	0.00	
i		0.00	0.00	0.00%	754.31	0,00			
2TT4	42"MES • MATERIAL	1	EA	4,874.56	4,874.58	0.00	I		0.00	I
'	0.00	0.00%	4,874,58	0.00		
2775	42' MES - INSTALLED	1	
EA	842.04	842.04	0.00	0.00	0.00	0.00%	842.04	0.00					
2989	P-5INLET- MATERIAL	20	EA	5,133.33	102,666.60	!	0.00	0.00	0.00	0.00%	102,666.60	0.00				
2990	P•5INLET• INSTALLED	20	EA	1,367.98	27,359.60	0.00	0.00	0.00	0.00%	27,359.60	0.00					

Gontract:	2328. Trinity Gardens
Application #: Invoice: Date:
2
2328-2

10/15/23

Item

3019	
P-6INLET- MATERIAL	
20	
EA	
5,665.15	
113,303.00	
0.00	0.00	0.00	0.00%	113,30 .oo	0.00				

3020	
P-6INLET- INSTALLED	
20	
EA	
1,247.77	
24,955.40	
0.00	
0.00	0.00	0.00%	24,955.40	0.00				

3204	
J-6INLET• MATERIAL	
3	
EA	
10.477.88	
31,433.58	

I	
0.00	I
I	0.00	0.00	0.00%	31.43a-58	0.00		

3205	
J-8INLET - INSTALLED	
3	EA	
1,553.32	
4,659.98	;
!	
0.00	0.00	0.00	0.00%	4,659.96	0.00			

3234	
TYPEC INLET- MATERIAL	
6	
EA	
3,367.12	
20,202.72	0.00	0.00	I	0.00	0.00%	20,202.72	0.00			

3235	
TYPE CINLET - INSTALLED	
6	
!;A	
894.49	
5,366.94	0.00	0.00	0.00	0.00%	5,366.94	0.00				

3289	
TYPE E INLET- MATERIAL	
8	fEA	
4,245.08	33,960.64	0.00	I	0.00	0.00	0.00%	-  33,960.64	0.00			

3290	
TYPEEINLET - INSTALLED	
8	
EA	
m.61	
5,692.88	
!	0.00	I	0.00	

I	0.00	0.00%	5,692.88	0.00	

3349	
TYPEHINLET- MATERIAL	
2	
t;A	
7,576.51	15,153.02	0.00	

I	0.00	I	0.00	0.00%	15,15l02	0.00		
3350	TYPEHINLET - INSTALLED	
2	
EA	711.61	1,423.22	0.00	0.00	0.00	0.00%	1,42l22	0.00				
3564	CCONTROL STRUCTURE -	1	EA	4,690.47	4,690.47	0.00		0.00	0.00	0.00%	4,890.47	0.00			
	MATERIAL						I								
3585	C CONTROL STRUCTURE -	1	EA	1,018.65	1,018.65		0.00	l	0.00		0.00	0.00%	1,018.65	0.00	
	INSTALLED					I				I					
3567	RIPRAP- MATERIAL	8	SY	60.40	362.40	0.00	
I	0.00	0.00	0.00%	362.40	0.00			
3588	RIPRAP-INSTALLED	6	SY	24.43	146.58	0.00	0.00	0.00	0.00%	146.58	0.00				
3855	CLEAN STORM	9,980	LF	2.88	28,742.40	I	0.00	I	0.00	0.00	0.00%	28,742.40	0.00		
3860	T.V.STORM	9,980	LF	1.88	18,762.40	0.00	I
I	0.00	0.00	0.00%	18,762.40	0.00			
3910	WELLPOINTS	4,078	LF	16.55	67,490.90	
!	0.00	0.00	I	0.00	0.00%	67,490.90	0.00		
Totalfor14 SDev StormDrain	2,085,374.44	0.00	0.00	0.00	0.00%	2,085,374.44	0.00

BillGroup	0400	14 SDev D0111estic Water

 	

Application #:
Invoice:
Qontract:	2328. Trinity Gardens	Date:
2
2328-2

10/15/23

	Contract		Unit	Contract	Previous	current Pe'1iod	Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	A111<Junt	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

5514	4' PVC • MATERIAL	820	LF	10.50	8.610.00	0.00	0.00	0.00	0.00%	8.810.00	0.00				
5515	4• PVC- INSTALLED	820	LF	3.94	7,330.80	0.00	i	0.00	0.00	0.00%	7,330.80	0.00			
5519	6' PVC• MATERIAL	690	LF	19.61	11,569.90	0.00	0.00	0.00	0.00%	11,569.90	0.00				
5520	6' PVC- INSTALLED	590	LF	8.94	5,274.60	0.00	0.00	0.00	0.00%	5,274.60	0.00				
5524	8' PVC• MATERIAL	260	LF	34.17	9,567.60	0.00	I	0.00	0.00	0.00%	9,587.80	0.00			
5525	8' PVC - INSTALLED	280	LF	8.94	2,503.20	I	0.00	0.00	I	0.00	0.00%	2,503.20	0.00		
6629	10' PVC-MATERIAL	740	LF	49.10	38,334.00	0.00	0.00	0.00	0.00%	38,334.00	0.00				
5530	1O'PVC• INSTALLED	740	LF	10.73	7,940.20	0.00	0.00	
I	0.00	0.00%	7,940.20	0.00			
5534	12' PVC- MATERIAL	3,830	LF	67.29	257,720.70	
!	0.00	I	0.00	!	0.00	0.00%	257,72Q.70	0.00	
5535	12"PVC- INSTALLED	3.830	LF	10.73	41,095.90	0.00	0.00	0.00	0.00%	41,095.90	o.oo				
5814	WMSINGLESERVICE·	24	!;A	534.10	12,818.40		0.00	I	0.00	0.00	0.00%	12,818.40	0.00		
	MATERIAL					I									
5815	WMSINGLESERVICE·	24	EA	288.08	6,433.92	I	0.00	I	0.00		0.00	0.00%	6.433.92	0.00	
	INSTALLED									I					
5819	WMDOUBLE SERVICE· MATERIAL	44	EA	1,040.33	45,774.52	0.00	I	0.00	I	0.00	0.00%	45,774.52	0.00		
5820	WMDOUBLESERVICE• INSTALLED	44	EA	268.08	11,795.52	'	0.00	0.00	0.00	0.00%	11,795.52	0.00			
5626	WATERFITTINGS·MATERIAL		LS		59,127.79	0.00	I	0.00	0.00	0.00%	59,127.79	0.00			
5834	4' GATE VALVE·MATERIAL	3	EA	1,214.34	3,643.02	0.00	0.00	0.00	0.00%	3,643.02	0.00				
5835	4' GATE VALVE·INSTALLED	3	EA	283.18	789.54	I	0.00	0.00	0.00	0.00%	789.54	0.00			
5644	8' GATEVALVE·MATERIAL	4	EA	1,842.76	6,571.04	
I	0.00	I	0.00	0.00	0.00%	6,571.04	0.00		
5645	6' GATE VALVE-INSTALLED	4	EA	263.18	1,052.72	

!	0.00	0.00	0.00	0.00%	1,052.72	0.00			

Qontract:	2328. Trinity Gardens
Application #:
Invoice: Date:
2
2328-2
10/15/23

	Contract		Unit	Contract	Previou$	Current Pe1iod		Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

5854	8' GATE VALVE- MATERIAL	2	!;A	2,255.35	4,510.70	'	0.00	0.00	0.00	0.00%	4,510.70	0.00	
5655	8' GATE VALVE- INSTALLED	2	!;A	307.04	614.08	0.00	0.00	0.00	0.00%	514.08	0.00		
5659	10' GATE VALVE-MATERIAL	2	!;A	3,198.44	6,396.88	0.00	0.00	
I	0.00	0.00%	6,396.88	0.00	
5660	10' GATE VALVE - INSTALLED	2	tA	307.04	614.06	0.00	0.00	0.00	0.00%	814.06	0.00		
5664	12" GATE VALVE -MATERIAL	16	EA	3,707.23	59,315.66	0.00	0.00	0.00	0.00%	59,31&.68	0.00		
5665	12' GATE VALVE- INSTALLED	18	tA	350.90	5,614.40	0.00	0.00	0.00	0.00%	5,614.40	0.00		
5689	FIRE HYDRANT - MATERIAL	9	EA	6,697.58	62,078.22	0.00	0.00	0.00	0.00%	62,07822	0.00		
5890	FIRE HYDRANT - INSTALLED	9	EA	1,184.29	10,658.81	0.00	0.00	I	0.00	0.00%	10,658.61	0.00	
5694	2' BLOW OFF-MATERIAL	6	EA	1,167.78	7,006.68	0.00	0.00	o.oo	0.00%	7,006.68	0.00		
5696	2' BLOW OFF- INSTALLED	8	EA	307.04	1,842.24	0.00	0.00	0.00	0.00%	1,642.24	0.00		
5699	AJRRELEASE VALVE- MATERIAL	4	tA	3,607.59	14.430.38	I	0.00	0.00	0.00	0.00%	14,430.38	0.00	
5700	AIRRELEASE VALVE- INSTALLED	4	EA	580.02	2,320.08	0.00	0.00	0.00	0.00%	2,320.08	0.00		
5760	TESTWATER LINES	6,280	lF	2.25	14,065.00	0.00	0.00	0.00	0.00%	14,08&.00	0.00		
5775	SAMPLE POINTS - MATERIAL	7	!;A	248.10	1,722.70	I	0.00	0.00	0.00	0.00%	1,722.70	0.00	
5TT6	SAMPLE POINTS - INSTALLED	7	EA	536.16	3,753.12	0.00	0.00	0.00	0.00%	3,763.12	0.00		
Total for 14 SDevDomestic Water	730,916.20	0.00	0.00	0.00	0.00%	730,916.20	0.00

Bill Group	0S00	14 SDev Recycled Water
..

C:ontract:	2328. Trinity Gardens
Application #:
Invoice: Date:
2
2328-2

10/15/23

	Contract		Unit	Contract	Previou	Current Period		Total	%	Balanc			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

6089	RMSINGLESERVICE·	18	A	490.24	8.824.32	
I	0.00		0.00	I	0.00	0.00%	8,824.32	0.00	
	MATERIAL							I							
6090	RMSINGLE SERVICE·	18	EA	3TJ.94	5,614.92	0.00		0.00	0.00	0.00%	5,614.92	0.00			
	INSTALLED						i								
6092	RM DOUBLESERVICE- MATERIAL	
48	EA	996.47	45.837.62	i	0.00	I	0.00	0.00	0.00%	45.837.82	0.00		
6093	RMDOUBLE SERVICE· INSTALLED	46	EA	311.94	14.349.24	

I	0.00	
I	0.00	0.00	0.00%	14,349.24	0.00		
8094	1' IRRIGATIONSERVICE· MATERIAL	1	
A	983.00	963.00	I	0.00	0.00	0.00	0.00%	963.00	0.00			
8095	1' IRRIGATIONSERVICE-	1	EA	288.10	268.10	0.00	

I	0.00		0.00	0.00%	268.10	0.00		
	INSTALLED						I		I						
8099	1.5"IRRIGATION SERVICE· MATERIAL	1	EA	998.31	998,31	!	0.00	0.00	0.00	0.00%	99&.31	0.00			
6100	1.5"IRRIGATION SERVICE· INSTALLED	1	EA	311.94	311.94	0.00	I	0.00	0.00	0.00%	311.94	0.00			
6116	RECLAIM FlmNGS • MATERIAL	1	EA	40,664.99	40,664.99	'	0.00	0.00	0.00	0.00%	40,664.99	0.00			
6129	6' GATEVALVE-MATERIAL	29	EA	1,598.90	46,368.10	0.00	0.00	0.00	0.00%	46,368.10	0.00				
6130	6' GATE VALVE- INSTALLED	29	EA	307.04	8,904.18	0.00	0.00	0.00	0.00%	8,904,16	0,00				

6164	
2"BLOW OFF·MATERIAL	
9	
EA	
717,33	
8,455.97	I	
0.00	
0.00	
0.00	
0.00%	
6,456.97	
0.00			
6165	2"BLOW OFF- INSTALLED	9	EA	307.04	2,763.38	0.00	I	0.00	0.00	0.00%	2,763.36	0.00			
6204	8' X 8' WET TAP- MATERIAL	1	EA	3,803.99	3,808.99	

I	0.00	0.00	0.00	0.00%	3,809.99	0.00			
6205	6' X 6' WETTAP·INSTALLED	1	EA	2,134.82	2,134.82	0.00	0.00	0.00	0.00%	2,134.82	o.oo				
6209	AIRRELEASEVALVE. MATERIAL	4	
A	3,607.59	14,430.38	0.00	

I	0.00	0.00	0.00%	14.430,38	0.00			
6210	AIR RELEASE VALVE- INSTALLED	4	EA	580.02	2,320.08	0.00	I	0.00	
I	0.00	0.00%	2,320.08	0.00		

<:;ontract:	2328. Trinity Gardens
Application #:
Invoice: Date:
2
2328-2

10/15/23

	Contract		Unit	Contract	Previou	Current Pe1iod		Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

6225	TESTRECLAIM LINES	8,178	LF	2.25	13,902.75	0.00	0.00	0.00	0.00%	13,902.75	0.00		
6240	TIETOEXISTING	1	EA	1,780.40	1,780.40	!	0.00	0.00	0.00	0.00%	1,780.40	0.00	
Total for14 SOev RecycledWater	397,lll.88	0.00	0.00	o.oo	0.00%	397,111.89	0.00

BillGroup	0600	14 SDev Street Paving	.

C,ontract:	2328. Trinity Gardens
Application #:
Invoice: Date:
:z
2328-2
10/15/23

Item	Description
Contract
Quantity	UOM
Unit
Price
Contract Amount
Previous
Qty	Amount
CurrentPeiiod Qty	Amount
Total
Qty	Amount
%
Complete
Balanl:l!
To Finish	Retainage

6880	8' WHEEL CHAIR RAMP	4	EA	1,885.11	7,540.44	0.00	0.00	0.00	0.00%	7,540.44	0.00				
8885	CONCRETE APRON	230	SF	20.31	4,871.30	0.00	0.00	'	0.00	0.00%	4,871.30	0.00			
6940	PAVER$	1,990	SF	12.81	25,491.90	0.00	0.00	0.00	0.00%	25,491.90	0.00				
6945	SIGNS &PAVEMENT
MARKINGS		LS		32,858.50	
I	0.00	I	0.00	I	0.00	0.00%	32,858.50	0.00	
Total for 14 SDev StreetPaving	1,486,527.00	0.00	0.00	0.00	0.00%	1,486,527.00	0.00
 -	
BillGroup	0700
II 	14 SDev Dirt Import Export														
8705	SILTFENCE	4,440	LF	1.40	8,216.00	0.00	0.00	0.00	0.00%	6,216.00	0.00					
8710	TREE PROTECTION	4,440	LF	6.32	28,060.80	0.00	I	0.00	0.00	0.00%	28,080.80	0.00				
8715	CLEARING CHIP6 HAUL	8	ACR	7,782.50	58,368.75	0.00	0.00	I
I	0.00	0.00%	58,388.75	0.00				
8720	STRIPPINGS	5,878	CY	1.87	9,478.92	t		0.00	o.oo	0.00	0.00%	9,478.92	0.00			
8724	STABILIZEDACCESS-	2,300	SY	5.02	11,546.00			0.00	i	0.00		0.00	0.00%	11,548.00	0.00	
MATERIAL				l		I		'							
8725	STABILIZEDACCESS	2,300	SY	1.81	4,183.00	0.00	0.00	0.00	0.00%	4,183.00	0.00					
8730	STOCKPILE FROMPHI	105,936	CY	0.73	77,333.28	0.00	0.00	0.00	0.00%	77,333.28	o.oo					
8735	SLOPE GRADING	13,700	SY	0.60	8,220.00		
'	0.00	0.00	0.00	0.00%	8,22Q.OO	0.00			
8740	SLOPE SOD	13,700	SY	3.19	43,703.00	0.00	0.00	0.00	0.00%	43,703.00	o.oo					

Total for 14 SDevDirtImport Export	247,089.75	o.oo	0.00	0.00	0.00%	247,089.75	0.00

9504	24'RCP• MATERIAL	38	LF	77.98	2,983.24	!	0.00	0.00	0.00	0.00%	2,983.24	0.00		
9505	24"RCP- INSTALLED	38	LF	35.71	1,368.98	0.00	I	0.00	0.00	0.00%	1,356.98	0.00		

c;ontract:	2328. Trinity Gardens
Application #:
Invoice: Date:
2
2328-2
10/15/23

Item

9509	30' RCP-MATERIAL	147	LF	116.47	17,121.09	0.00	0.00	0.00	0.00%	17,12l.09	o.oo				
9510	30"RCP-INSTALLED	147	LF	35.74	5,253.78	0.00	I	0.00	0.00	0.00%	5.2 .78	0.00			
9514	30' MES - MATERIAL	
2	EA	
2,940.38	5,880.72	0.00	0.00	0.00	0.00%	5,88Q.72	0.00				
9515	30"MES - INSTALLED	2	EA	754.31	1,508.62	0.00	0.00	0.00	0.00%	1,5oa.a2	0.00				
9519	TYPEC INLET· MATERIAL	
1	
EA	3,380.11	3,380.11	0.00	I	0.00	0.00	0.00%	3,380.11	0.00			
9520	TYPE C INLET - INSTALLED	1	EA	718.71	71B.71	0.00	I	0.00	I	0.00	0.00%	71B.71	0.00		
9525	TIE INTOEXISTING	1	
EA	5,596.47	5,596.47	
'	0.00	0.00	o.oo	0.00%	5,5sa.47	0.00			
9530	CLEAN STORM	185	LF	2.88	532.80	0.00	0.00	0.00	0.00%	532.B0	0.00				
9535	T.V. STORM	185	
(.F	1.88	347.80	0.00	I	0.00	0.00	0.00%	347.80	0.00			
9540	WELLPOINTS	1B5	LF	16.55	3,061.75	0.00	0.00	0.00	0.00%	3,081.75	0.00				
9604	12" PVC·MATERIAL	83	LF	80.1B	6,654.94	I	0.00	I	0.00	0.00	0.00%	6,854.94	o.oo		
9605	12" PVC- INSTALLED	83	LF	35.73	2,965.59	0.00	i	0.00	i	0.00	0.00%	2,96 .59	0.00		
9610	DIRECTIONAL DRILL16"	60	EA	382.71	22,962.60	!	0.00	o.oo	0.00	0.00%	22,962.60	0.00			
9614	2"JUMPER•MATERIAL	1	EA	1,745.55	1.745.55	i
I	0.00	
I	0.00	
I	0.00	0.00%	1,745,55	0.00	
9615	2"JUMPER - INSTALLED	1	EA	219.31	219.31	0.00	0.00	0.00	0.00%	219.31	0.00				
9619	12" X12" WETTAP-MATERIAL	2	EA	8,985.44	17,970.88	0.00	0.00	0.00	0.00%	17,970.88	0.00				
9820	12' x12"WETTAP- INSTALLED	2	EA	2,146.07	4,292.14	0.00	I
I	0.00	0.00	0.00%	4,292.14	0.00			
9625	TEST WATERLINES	143	LF	2.25	321.75	I	0.00	I
I	0.00	I	0.00	0.00%	321.75	0.00	
9629	SAMPLE POINTS -MATERIAL	2	EA	246.10	492.20	0.00	0.00	0.00	0.00%	492.20	0.00				
9830	SAMPLEPOINTS - INSTALLED	2	EA	536.16	1,072.32	0.00	0.00	0.00	0.00%	1,072.32	0.00				
9705	1.25' MILLEXISTING	2,845	$Y	S.46	15,533.70	I
i	0.00	0.00	0.00	0.00%	15,53 .70	0.00			

qontract:	2328. Trinity Gardens
Application #:
Invoice: Date:
2
2328-2
10/15/23

	Contract		Unit	Contract	Previous	Current Pe1iod		Total	%	Balance			
Item	Description	Quantity	UOM	Price	Amount	Qty	An1ount	Qty	Amount	Qty	Amount	Complete	ToFinish	Retainage	

9710	ASPHALT FC-9.51.25'	4,470	SY	16.96	75,811.20	0.00	
I	0.00	0.00	0.00%	75,811.20	o.oo		
9715	ASPHALT 2' S.P12.5	1,630	SY	17.42	28,394.60	0.00	!	0.00	0.00	0.00%	28,394.60	0.00		
9719	UMEROCK 16'(FULLDEPTH). MATERIAL	1,630	SY	10.44	17,014.60	0.00	0.00	0.00	0.00%	17,014.80	0.00			
9720	LIMEROCK 16'(FULLDEPTH)· INSTALLED	1,630	SY	4.94	8,052.20	0.00	0.00	0.00	0.00%	8,052.20	0.00			
9724	STABILIZER12' • MATERIAL	750	$Y	5.14	3,855.00	0.00	0.00	0.00	0.00%	3,85q.00	0.00			
9725	STABILIZER12'-INSTALLED	750	SY	1.81	1,357.50	0.00	0.00	0.00	0.()()%	1,357.50	0.00			
9730	REMOVE ElREPLACEFENCE	193	LF	33.04	6,376.72	0.00	:	0.00	
I	0.00	0.00%	6,376.72	0.00	
9735	5'SIDEWALK 4' THICK	1,386	lF	35.75	49,549.50	0.00	
I	0.00	I	0.00	0.00%	49.54 .50	0.00	
9740	8' SIDEWALK 4' THICK	13	LF	58.64	736.32	0.00	0.00	0.00	0.00%	736.32	0.00			
9745	5'WHEELCHAIR RAMP	2	EA	1,574.01	3,148.02	0.00	0.00	0.00	0.00%	3,148.02	0.00			
9750	12 WHEELCHAIR RAMP	2	EA	3,048.44	8,098.88	0.00	0.00	0.00	0.00%	6,096.88	0.00			
9755	SIGNS&PAVEMENT MARKINGS		LS		21,062.50	I	0.00	0.00	0.00	0.00%	21,062.50	0.00		
9760	R/WGRADING· OFFSITE	8,626	SY	0.81	6,906.06	0.00	I	0.00	0.00	0.00%	6,906.06	0.00		
9765	RJW SOD • OFFSITE	8,526	SY	3.19	27,197.94	0.00	'	0.00	0.00	0.00%	27,197.94	0.00		
9TT0	SIGNS !i PAVEMENT MARKINGS		LS		20,947.50	

j	0.00	o.oo	0.00	0.00%	20,947.50	0.00		
sn5	MOT		LS		30,045.00	o.oo	!	0.00	0.00	0.00%	30,04&.00	0.00		
Total for14 SDev Neighborhood Prop lmpr	428,504.59	o.oo	0.00	0.00	0.00%	428,504.59	o.oo

Application #:
Invoice:

<:;ontract:	2328. Trinity Gardens	Date:
2
2328-2

10/15/23

	Contract		Unit	Contract	Previous	Current Pe1iod	Total	%	Balanc			
Item	Description	Quantity	UOM	Price	Amount	Qty	Amount	Qty	Amount	Qty	Amount	Complete	To Finish	Retainage	

9910	ASBUILTS		
LS		13,547.50	!	0.00	

I
I	0.00	0.00	0.00%	13,547.50	0.00		

9915	
MOBILIZATION		
LS		42,925.00	I	0.00	I	o.oo	I
I
I	0.00	0.00%	42,92&.00	0.00	
9920	GEOTECH TESTING		
LS		61,800.00	0.00	0.00	0.00	0.00%	61,SOQ.OO	0.00				
9925	LOTTESTING	110	A	150.00	16,500.00	0.00	0.00	0.00	0.00%	16,500.00	0.00				
9930	ENVIRONMENTAL		LS		4,598.03	0.00	0.00	'
I	0.00	0.00%	4,59$.03	0.00			
9935	S.W.P.P.P.		LS		3,750.00	0.00	I	0.00	0.00	0.00%	3,750.00	0.00			
Total for14 SDev Misc In-Tract Cost

Grand Totals

TRINITY GARDENS

_§		4 JAYS'--1 CFL ,
CORE&MAIN,.... COUNTY
EQUIPMENT SHARE/ C VARGAS MACK
MIDDLESEX_ VING
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PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $4,800.00 / CHECK 82990 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS Llh'N AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 12/15/23 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERJALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA IIOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Neo of Blue Lake Ave & Beresford Ave Deland FL
70140000015011601170 ]180

DATED . l,, • d\..A
BY: ef/ J?«&zc-		

STATE COUNT
'ORN TO AND SUBSCRIBED BEFORE ME THIS IS	 	DAY OF
,2024.

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MY COMMISSION E ,Aolary Public State of Florida
PRINT TYPE OR ST	Plane An_n Zeotla
1111	E t  11f1 02s
PERSONALLY KNOWN /		, OR PRODUCED IDENTIFICATION

THE UNDERSIGNED LIENOR, lN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAlVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES. OR MATERIAL FURNISHED THROUGH 12/15/23 TO BLUE OX ENTERPRISES, LLC. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150116011701180

DATED:	Zl 6('l.1

BY:
Central Florida Liftstations, Inc.

STATE of (lo{IDA COUNTY of V0£..US:(8
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	(o cft 	DAY OF
feBu/41\ft'/	, 2024.
C'

SIG	IC
MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

PERSONALLY KNOWN	,OR PRODUCED IDENTIFICATION

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT QF Sfi?J7q,.., 1 _	_828, l  &  i!>1,.Y7,8'.L QlECK W!9 Tim UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 12/15/23 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL 7014000001501160I1701180

DATED: 02/07/2024

BY:		 t,«<	
CORE&MAIN

STATEof  KENTUCKY
COUNTY of  JEFFERSON

SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	?TH	DAY OF	,,,,  ,.",.,.
FEBRUARY	2024.	,,....•' N s ?• ,+-
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MY COMMISSION EXPIRES:  =	-•-	:	j

SIGNATURE OF NOTARY PUBLIC
PRINT, TYPE OR STAMP	, \. '°CJB\..' /
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PERSONALLY KNOWN XXX	, OR PRODUCED IDENTIFICATION

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 12/15/23 TO BLUE OX ENTERPRISES, LLC. THIS WANER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL 1014000001 soI 160 I 110 I180
DATED: 2-5-c,,
BY:
STATE of :6Q0d.1t­
COUNTY of	\4J.l-t...-:::
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	5	DAY OF

s
MY COMMISSION EXPIRES: 0  ec>:f'Y"'lt O ec,c.,,...1
CHARLES R TI\YLOR
/f •:\ Notary Public • Stateof Florida
\	!	Commission :: GG 986985
\1\i,f';<f'.' My Comm. Ex;iiresAug 7, 2024
.	Bonded thro1, h "'at10Pal 'lotary Assn. •··
PERSONALLY KNOWN 	     ,OR   PRODUCED   IDENTIFICA
-	T-YPE OF IDENTIFICATION PRODUCED.
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THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 12/15/23 TO C Vargas Construction LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
N ec of Blue Lake Ave & Beresford Ave Deland FL
701400000150 I 160I1701180

DATED: -2.7.24	
\
RY:	 "c..., f-1.,:l:f.)O....--=----------

STATEof	MO
COUNTY of -Bo-one---
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	7th	DAY OF Feb	. 2024.

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MY COMMISSION EXPIRES: 9.2.24/;_/_<'': s\V\Ec;,V·,2i/,?, /

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BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $291,787.59 I CHECK 82994 THE UNDERSIGNED IN SAID AMOUNT, WANES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 12/15/23 TO BLUE OX ENTERPRISES, LLC. TIIlS WAIYER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER TI-IE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150116011701180
DATED:. 	·'5 •d L.\

BY:	

 1 t?,_ ., .--,=f6"= -Yi7'---_ 
SWOW TO AND SUBSCRIBED BEFORE ME THIS IS  ,	DAY OF
4NLr,7l(/  ' 2024.
	
/}	I	,..-.. .,,,
( 	/fl,.zt11r/.·c.I, /

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MY COMMISSION EXPIRESl1tZ'	l\lYCOMMISSION,,;1H7.5 325
SIGNATURE OF NOTAR:Y PUBLIC
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PRINT, TYPE OR STAMP	t z_: : 19.::. : ,_,
PERSONALLY KNOWN	.,,.	OR PRODUCED IDENTIFICATION
	 TYPE OF IDENTIFICATION PRODUCED.

TilE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 I 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 11/15/23 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 / 160 I 170 /180

DATED: December 15, 2023
ll ,..._	,
BY:
MIDDLESEX,J'AVING, LLC
I
i
STATE of,fltirida COUNTY of Orange
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS 15 DAY OF December, 2023.

t::1-1._L	1 	I<	.c:<
SIG ATURE OF N<5'£'\RY PUBLIC

MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

PERSONALLY KNOWN 	,OR PRODUCED IDENTIFICATION
------
TYPE OF IDENTIFICATION PRODUCED.

MPLLC #43919
,'•.-	4	1
;J:,t1'1_!1i';'·,,.	MAGDAI Ri:YES
[(1'4, 1'.\ tlotary public • Stateoff\orida
\. _}1Jt;,NJ	Cornmi11\on # HH062094
'"• - r.f'?-,"..' My Comm, Expire Mar1,2025
· l,\Q oe through National NotaryMsn.
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THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT fN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR. SERVICES. OR MATERIAL FURNISHED THROUGH 12/15/23 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 I 16011701180

DATED:  h. .5  ')A) ).l\
BY,   Jl 
Newman Tractor, LL'c

STATE of  Kerrtvtiu..-x-­
COUNTY of fJ.ooa,-e_(. )
Jb-
S..WORN TO AND SUBSCRIBED BEFORE ME THIS IS	DAY OF
\-e>OG2Gl½	, 2024.
\ fl	,"': ,\	/1  j	I:)
?r '{/JJ.UA.l 1'  t/  ?V:/;---1
MY COMMISSION EXP1f3E§;, JI).'f.20,?] 0  0 

i ,SIGNATUREOFNOTARY PUBLIC
PRINT, TYPE OR STAM
LESLIE J. PALMER	f
Notary Public
Commonwealth of Kentucky

PERSONALLY KNOWN
,	1 Co !ssion Humber KYNP64020
,/	mission Expires Jan 4, 2027
/\	, OR PRODUCED IDENTIFfCATfON
	TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAJVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 12/15/23 TO BLUE OX ENTERPRISES, LLC. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERlALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LA DSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150I16011701180
DATED:	z_/s1l	'-f
BY,	a{  a(olQe
Paverscape Inc

STATE of l=lOYl'dQ.
COUNTY of	0Yo..¥\©£-
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	£'	DAY OF
ffkl	, 2024.

MY COMMISSION EXPIRES: PRINT. TYPE OR STAMP

PERSONALLY KNOWN 	 _,. ORPRODUCED IDENTJFICATION
-------
rYP1: OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION Of PARTlAL PAYMENT IN THE AMOUNT OF S21,704.00 / CHECK 82997 THE UNDERSIGNED IN SAlD AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LlEN. FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 12/15/23 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EAR.,TED THROUGH THE DATE OF TI-US RELEASE fN Tl-ill AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FUR..t'\!lSHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRJNITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
7014000001501160 I 1701180
DATED: A,,.,f/ 14,-,r'1 s:d-0 y

BY:			:	_,,. ",'	•• _ _.-;,
SO tT	 C/

STATE of	j::lo t-10,,.
COUNTY of   [fit,:.e- 	
SWORN TO AND SUBSCRIBED BEFORE ME THlS IS
feb..-iv,,.		, 2024.
f

-:7""2-
(s-	-	DAY OF

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MY COMMISSION EX\?T  . !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!1!!!1
SIGNATURE OF NOTARY PUBLIC
PRINT, TYPE OR STA.JW>	.•·'.?.',:{(.,.;,;-...	TONI-ANi PIKE	j.
f ·rlt,/',\ MY COMMISSION#HH044696 •	i
\ ;£.,.:·,_.;  EXPIRES.Oecer:-be, 20. 2024	l
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PERSONALLY KNOWN.	 ---..:	OR PRODUCED lDENTIFlC'ATION.,......._.,... . ...;	")·.·...• }
--------TYPE OF IDENllFICATlON PRODUCED.	-- -::ui.,....

THE UNDERSIGNED LIENOR IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 12/15/23 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150I 16011701180

STATE of  FLORIDA
COUNTY of_ SEMINOLE

SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	7th	DAY OF
February	, 2024.
SIrGuN URE OF IN>OTuAR,_Y P!UlBeUtC?

MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

PERSONALLY KNOWN	X	, OR PRODUCED IDENTIFICATION
	TYPE OF IDENTIFICATION PRODUCED.
CRYSTALDUNLAP
commission# HH067271 ExpiresDecember11,20 4
Bondedlh!U11ud!)e\tiolal)S' eN1CGs

TRINITY GARDENS 4JAYS(
CFL CORE&MAIN COUNTY
EQUIPMENT SHARE/ C VARGAS MACK
MIDDLESEX PAVING""'
NEWMAN TRACTO PAVERSCAPEY SOCK IT
SYNERGY f pcL e.r.:>c c( .f
WASTE PRO
d---/145
Y4'< Ae"
Fax: 407.339.4839
PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 02/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THEABOVEDATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
1ouooooo1so l 160I 170 fl80

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4 Jays r:aoA Se:pftccs	/1 
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STAIB od.t	,
COUNTYof\	-----
	WO SUBSCRIBED BEFORE ME THIS IS 'C/	DAY OF
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		LA	  <:)() - o a.A.	MY coMMiss10NEXPIRES:
SlGNATURE.oiioT  -	PRINT, TYPE OR STAMP r---.....	  ,-...,.	,..

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THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 02/15/24 TO BLUE OX ENTERPRISES, LLC. THIS
WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF nns
RELEASE  IN THE AMOUNT OF !!la FOR LABOR, SERVICES, OR  MATERIALS
FURNISHED AFTER THE ABOVE DATE. ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
7014000001.S0t 160 I 170j180

DATED:	">/I o/-Z1

BY:	w,_M
Central Florida Liftstations. Inc.

STATE of	B,ortt.Qe
COUNTY of.. V0t.u:;. P.
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	!4!\ Tll	DAY OF
M,atQl	. 2024.
SIGN-CA'Ml1JR•E' OF  N-'oATl•A. R..Y..,,P'JO.B"'·

-MY COMMISSION·EXPIRES: PRINT, TYPE OR STAMP

PERSONALLY KNOWN	OR PRODUCED IDENTIFICATION
	 TYJ>EOF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $8,775.01 / CHECK 83912 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 02/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave De]and FL
1014000001so1160J 11011so

DATED:  MARCH 19, 2024
.
BY:	   -U-u..J
CORE&MAIN

STATEof	MISSOURI
COUNTY of  St . Louis
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS   19TH  DAY OF
MARCH	, 2024.

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SIGNATURE OF NOTARY PUBLIC

MY COMMISSION EXPIRES: PRINT:.,TYPE OR STAMP-
HEATHER OAWH LANE
MGlM\' Public - Jiio tyal
St Chtrfes County, St.ate of ,c.tln<>vri Commiu1on N:umt>er 213910,49
41 i,,, tomminlon Explrfl Hov 15, 2025
PERSONALLY KNOWN	XXXXX	, OR PRODUCED IDENTIFICATION
	  TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $2,313.34 I CHECK 83969 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 02/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
1014000001so I 16Q 1110 J1so

DATED:3)w/z:J

- 

STATE of E  C5Y'lc/._	
COUNTYof 	
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	2J2>
	r;h		, 2024.
DAY OF

i
MY COMMISSION EXPIRES:
PRINT, TYPE OR STAMP 	
t?tf;f'if,;\ Notary Puolic • State of Florida
,•- J f..!	Commission n GG986985  :
••....!J.r,.f;:':!-...- My Comm. ExpiresAug 7, 2024
Bonded through National '<otary Assn.
PERSONALLY KNOWN 	OR PRODUCED IDENTIFICATI •	...,.,,,,.  -,.,,-
,,
	TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $9,853.54 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERJAL FURNISHED THROUGH 02/25/2024 TO C VARGAS CONSTUCTION LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 I lEO I 1701180

DATED: _3.-'-5._24-'------
BY:	 ®0-
Equipment Share

STATEof	MO
COUNTYof_B o=o=n=e  	_
SWORN TO AND SUBSCRJBED BEFORE ME THIS IS	5th	DAY OF
March	., 2024.

MY COMMISSION EXPIRES: 9.2.24
SI	PRINT, TYPE OR STAMP

PERSONALLY KNOWN	X	, OR PRODUCED IDENTIFICATION o,\'''\'0U'W:t1. 1
----------TYPE OF IDENTIFICATION PRODUCED•	_.:;-;."'I'·:·\-s:s-1-o·r·..;·.Grr/:J/;;·,.:,. - -:.­
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THE UNDERSlGNED LIENOR, lN CONSIDERATION OF PARTIAL PAYMENT lN THE AMOUNT OF $24,643.18 I CHECK 83913 THE UNDERSIGNED 1N SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 02/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH UIE DATE OF TIIlS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150j16011701180
DATED:  6·\G\JY
BYM:.	.,,.

STATEof  !(.::3?.,
COUNTY of_._L_4
SWORN TO fo.ND SUBSCRIBED BEFORE ME THIS IS	/9d_.	DAY OF
.	A/{,57J1{¼_	, 2024.

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PERSONALLY KNOWN	. ,OR PRODUCED IDENTIFICATION
	 TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED 1N SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 02/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a OR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
1014000001so I 160I11011so

DATED: March 20, 2024
BY: 		;--Y'k
Middlesex Paving, LLC

STATE of Florida COUNTY of Orange
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS 20 DAY OF March, 2024.

	1·	J"lr>,	
SIG}(iA.11.JREOF	ARY PUBLIC

MY COMMISSION EXPlf -	i:.	MAGDA.1REYES
PRINT, TYPE OR STAMP (f <i:,\ Notary Public.- State of Florida
\,;. w·;;:j	commission ll·HH062094
···(,m 'f./ M Comm. Expire Mar 1, 2025
""" Sol'ded throu!jh Nat1011at i'lotary Assn.
, .,:,
PERSONALLY KNOWN 	,OR PRODUCED IDENTIFICATION
-	TYPE OF IDENTIFICATION PRODUCED.

MPLLC #43919

THE UNDERSIGNED LIENOR, TN CONSTDERA TION OF PARTIAL PAYMENT TN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 02/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR. SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
7014000001501160I1701180

DATED: '{\f\ri'CM 10 , ioi"\

BY,	
NewmanTractor,LI.;

STATE of	t{.Q.n\-u COUNTY of	trboo
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS
\J'oOt...v::tA---	, 20 24.

JQ_	DAY OF

 	

iOTARY PUBLIC
MY COMMISSION EXPIRES:JM  L./ 1 9-J:bLt
PRINT-, rYPE OR s-r MP0•  0  ft ft ft.  ft ••	 •	
LESLIE J. PALMER
Notary Public
· .,-	Commonwealth of Kentucky
/	Commission Number KYNP64020
4 202
PERSONALLY KNOWN \./ 	.	OR PRODUCED IDE	•• G-Expires Jan '
	 TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LlENOR, lN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $228,640.50 I CHECK 83389 THE UNDERSIGNED lN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLA1M A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 02/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000i 50 I 160 I 170 Ii 80

DATED: °3\l C\ \:z,,y

BY:c:i	
Pa,·erscape Inc

STATE of F\n,4
COUNTY of  (WtU'l@e 
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	qI	DAY OF
m&rGv\	, 2024.

MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

PERSONALLY KNOWN /		, OR PRODUCED IDENTIFICATION
	TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIOER/\TION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS UEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERI.AL FURNISHED THROUGH 02/15/24 TO BLUE OX F. TERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE Of THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
101400000150 I 160 I 110 11so

DATED:  l'o/".-Le,,H' / 9 o-2,o.,;,y
BSOCK RING /	 STATE of	,C-/c41J)"9-
COUNTY of	LA-Kt
SWORN TO AND SUBSCRIBED BEFORE ME THIS JS	/ o/	DAY OF
/!?A-ll-c,,H	, 2024.	r'•:-1 ·.:-i::·- :...:i;;· 4 1/·
Z-:::::::-;-/1J-_pt, I'-:(
SIGNATURE OF NOTARY PUBLIC

c	c- ;:,;.-: ·,C;
I
MY COMMJSSION EXflJR'i-.:,:.:··,..·..":,-,..	TONI-ANNPIKE
PRINT, TYPE OR STA P fJ°•_•A_: \ \ MYCOMMISSION'1,Hf:1044696·
•	"- ·.C	•· EXPIRES: O-:ce1\1ber 20, 202
•.r.;,·•• / • L;ac.,J Thrutic'.:", ?ct•hc Uncorvmtors
--	• ·-.u"il..,.   J'fiF•	. - NP8'
PERSONALLY KNOWN 	  )<'---''----' OR PRODUCED IDENTIFI •AiION.	 , : ·-···1•:,•..:...... - ' .,,,:'.: - .,.!.,
WAIVER AND RELEASE OF LIEN
{Section 713.20(4) Florida Statutes)

1062411538
This instrument Prepared by: DENNIS HEEFNER SYNERGY RENTS LLC
ATfN: CHERYL WARING
1830 MASON AVE DAYTONA BEACH FL 32117

The undersigned lienor, in consideration of the progress payment in the amount of $10.00 hereby waives and releases its lien and right to claim a lien for labor, services or materials invoiced through 02-15-2024 to PAVERSCAPE (customer) on the job of LANDSEA HOMES (owner of the property), to the following described property:

NORTHEAST CORNER OF BLUE LAKE AVENUE AND BERESFORD AVENUE, DELAND, FLORlOA, TRlNITY GARDENS, PARCEL NUMBERS 70140000150, 160, 170 AND 180, VOLUSIA COUNTY, FLORIDA.

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

DATED on MARCH 20, 2024

SYNERGY RENTS LLC ATTN: CHERYL WARING 1830 MASON AVE DAYTONA BEACH FL 3211
By:	 '1
DENNIS HEEFNER
OPERATIONS MANA-GER

79.\'
Sworn to (or affirmed) and subscribed before me by means ot'vf physical presence or [ J online notarization, this 20 day ofMARCH,_7024 by DENNIS HEEFNER (name of person making statement).
.,.4"" Notary Public State of Florida
,	•"": Sttphani. A Stanger
-	'l <	, I	My Conunltslo_n
,-	HH 108375
::-;-	..,	Public - State of Florida	Print,	r°'"'	·c

'] Personally Known OR [ ] Produced Identification

BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE
THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 02/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS
.FURNJSHED AFTER THEABOVE DATE.. ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150116011701180

BY:. 	,.t;.:.:::::=_
WASTEP

STATE of  FLORIDA
COUNTY of SEMINOLE

SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	19th
March	, 2024.
DAYOF

. ;£jj_d(J
 tiRE-oFNOTARYPUBL't{7 

MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

,,_ YP//fl
o ••"•i._,,'<:'<'
*,  ..i*
on1,o'<'

CRYSTALDUNLAP
Commission #HH-067271
Expires December 11,2024
BondedThru8udgelNolalyS•l'li

PERSONALLY KNOWN	X	OR PRODUCED IDENTIFICATION
------
TYPE OF IDENTIFICATION PRODUCED.

TRINITY GARDENS

tfJAYS fCFL
0'5E&MAI
[$£_,OU TY	-
QUIPMENT SHARrrc 'VARGAS
MACIS..-  •
IIDDLESEX PAVING NEWMAN TRACTOR
_£lAVERSC PE
so_CKI STE PRO

21",
v<
/\v
'-,,'"?

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 1/15/24 TO BLUE OX ENTERPRISES, LLC. TIDS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN TIIB AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150j16011701180

I
I
STATEot:}l
COUNTYof
?FORNT-0 AND -SUB-SCRIBED BEFORE ME THIS-JS	J J	DAYOF
\;l:iQ.-- ••o...• 	, 2024.	·I

	-Q	"'"·.0 J2.a.	MY  COMMISSION   E,;,;
SIGNATUREIC	PRINT, TYPE OR ST

PERSONALLY KNOWN 	,OR PRODUCED IDENTIFIC ;-N..v ..-	a -  -  -   a	- 	!
	 TYPE OF IDENTIFICATION PRODUCED.
I
I
I

THE UNDERSlGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERlAL FURNISHED THROUGH 1/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
1014000001so I 160 I 11011so

DATED:  zJ--z-,h t

BY:
Central Florida Liftstations, Inc.

STATEof  £uxa.oe
COUNTY of  IA3Ul$X'A
SWORN TO ANO SUBSCRIBED BEFORE ME THIS lS
Fs!BRbf?Jf.V	, 2024.

RO	DAYOF

MY COMMISSION EXPIRES:

PERSONALLY KNOWN	,OR PRODUCED IDENTIFICATION
	TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, 1N CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $338,953.55 / CHECK 83386 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED TIIROUGH 1/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150I16011701180

DATED:  2/23/2024

BY:	(j 9hu1&11'l1:)a,.la,td
CORE&MAIN

STATE of MISSOURI COUNTY of ST. LOUIS
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	23	DAY OF FEBRUARY	2024.
 fJ_{ {dI LL \ r.l1\/vV)r&'Vv-o---­
SIGNATURE OF NOTARY PUBLIC

MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

PERSONALLY KNOWN	X	OR PRODUCED IDENTIFICATION
-	TYPE OF IDENTIFICATION PRODUCED.
BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT lN THE AMOUNT OF $153,104.18 / CHECK 83387 AND $9,253.38 / CHECK 83398 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 1/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRlBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150116011701180
DATED: i r	Tu -<LL-{

BY:	:f '\	V VY )l	I 1 I l'	---.,

	):i	
O AND SUBSCRIBED BEFORE ME THIS IS
 ,.L:l,. ,,_,,_;,a;j._<	, 2024.

kf::f_ DAYOF

t;r-
TAMP Notary Public State o1 f'l@rlda
ill	Kara D. Dewberry  ;i
My Commission HH 268626
Exp. 5126/2026

.:..
PERSONALLY KNOWN 	,OR PRODUCED IDENTIFICATION
-	_.. TYPE OF TDENTIFTCATION PRODUCED.
BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 02/11/24 TO C VARGAS CONSTUCTION LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150116011701180

DATED:	2.23.24

BY:			fu:&n
Equipment Share		

STATEof	MO
COUNTY of -Bo-on-e --
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	23rd	DAY OF Feb	, 2024.

MY COMMISSION EXPIRES: 9.2.24 PRINT, TYPE OR STAMP

PERSONALLY KNOWN	x	OR PRODUCED IDENTIFICATION	\'·\\\\ ! ''Vi/f!.111.,
TYPE OF IDENTIFICATION PRODUCED.	,/'\  -: · •,J"ic.'ll, .
---------	'"s-	c.':>i0'1 t:,-7.;·.< ,;,½
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BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839
PARTIAJL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $201,318.38 / CHECK 83388 TI-ffi UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 1/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150I16011701180

DATED  · 3-dll

BY:	 -\:ht;\ '-"'-""Jo.K.	:::

	; ;i_ 
SWQ TO AND SUBSCRIBED BEFORE ME THIS IS
/-phN/(jif{/	, 2024.
,:;?-Z	DAYOF
j
- :--, .:l"::n<i., -,.
,,..;;;,••,,	l
J, ·-1/f ---	COMNll:Bf:ST
MY COMMISSION EXPIRE	MV COMMISSIONI! HI! 51325
PRINT, TYPE OR STAMP	 j ·•:r,t r:f- f·	EXPIRES:Augt1sl 17,2026
-• 1 .:_r _.--.  -";;T.,.':?,,;T('"/ ::.,_-=r-!

PERSONALLY KNOWN 	-	,OR PRODUCED IDENTIFICATION
	TYPE OF IDENTIFICATION PRODUCED.

11IE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN TIIE AMOUNT OF $10.00 / 100 TIIE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 1/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a OR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED.PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 I 160I170I180

DATED:Fa, 2024 _;

BY:
Middlesex"f>aving,LLC 

STATE of Florida COUNTY of Orange
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS 26 DAY.OF February, 2024.

- 	h 	r-	//0 "
SIIATURE )TARY PUBLIC
MY COMMISSION EXPIR:	,............,.	M,\GOAI Rms	.
PRINT, TYPE OR STAMP 1	\ Noury Public·State ofF\or\cla
!• i :, .:.;	comm slon # HH 061094s
'-\,. ,li	comm. Expires Mar 1, 201
I	o..r..r.-.,B,••on   ed,,throu&II.".•..•."•"·a"'otaryAssn.
PERSONALLY KNOWN 	,OR PRODUCED IDENTIFICATION
------
TYPE OF IDENTIFICATION PRODUCED.

MPLLC #43919

THE UNDERSIGNED LIENOR, TN CONSTDERA TYON OF PARTIAL PAYMENT TN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 12/15/23 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150I16011701180

DATED:	tt,b.  1,  }0 "\

BY:
Newman Tractor, LLC

STATE of :KV)	d	
COUNTY of	/!Jo,:;,oL
s	N TO AND SUBSCRIBED BEFORE ME THrs Ts	JI 
 {L)a.ftj	, 2024.
f')f)

DAY OF
'7-r (\	-
VS1'6fJATU F NOTARY PUBLIC ,
/
/
./
MY COMMISSION EXPIRES: JW>	11 c)oJI-
PRINT, TYPE OR STAMP
I
PERSONALLY KNOWN	\/ 	. OR PRODUCED IDENTTF
	 TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF S228.640.50 / CHECK 83389 THE UNDERSIGNED IN SAID AMOUNT, WANES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 1/15/24 TO BLUE OX ENTERPRISES, LLC. TIIIS WANER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON TIIE JOB OF: LANDSEA HOMES

ON THE FOLLOWJNG DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
7014000001501160 l 1701180
DATED:k  h 2..3, Zo'l:,Jf-
BY:
Paverscape Inc

STATE of f\D r(d.v.
COUN1Yof	0	
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	l-3	DAY OF
f.e..\Q.	,2024.
MY COMMISSION EXPIRES:--.....,....,,,,.._,..wl'V'...,._,"""" .,..,,.,.,j,""'''°'<
PRINT' TYPE OR STAMP
Jo	N:::-1,irvP!:bl,cSt.:t<?ofFlr,rdo
<i, i;-,t11ey n:chs
:; M> Comm1i,s,c1'\ HH 0538l 2
;,..	,i'!  E>.01'(:S 11115,202.;
t 0 f\.
/	N",,,'V"
PERSONALLY KNOWN _V'-- 	 	,OR PRODUCED IDENTIFICATION
	 TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 1/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
1014000001so I 160I11011so
DATED: ttk- , I	 \.\

BY:W
Newman Tractor, LLC

STATEof 	 COUNTY oi,/5
S).likORaN T,OtAND SU, BSCRIBED BEFORE ME THIS IS	JiLD	DAY OF
,	h).	n11 .
LJJ16Qw/hveA-
lSJ<J'NATURE	NOTARY PUBLIC
MY COMMISSION EXPI	. tt1  {).Dd- I 
PRINT, TYPE OR STAM	LIE J. PALMER
otary Public
/	wealth of Kentucky
,,'	n Number KYNP64020
Ion Expires Jan 4, 202.
PERSONALLY KNOWN---,-,----' OR PRODUCED IDENTJ 
	 TYPE OF TDENTTFICATION PRODUCED.
.PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, 1N CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $17,424.00 / CHECK 83390 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 1/15/24 TO BLUE OX ENTERPRISES, LLC. TIDS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS Ff.JRNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWJNG DESCRIBED PROPERTY: TRlNITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
1014000001so 1160l11011&0

DATED:	N btt ""' I'< .;23,, c)O 'f
/	,,	_./7	_7	J
BY:	/' --_,.	.	--:,)_,>·
SOCK IT DEWATERING

STATE of	F/o,-z-;i.)A
COUNTY of	L/9-l<C 
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	B- 3	DAY OF
1:::-ei::i. v,..7 	, 2024.	( -::--,,···::--,?."·-·:,;; :···-::.•··- -······::-.:;·-:  ::•·:-:::;;.1
,  -44

.	! ,  7•--..

•TONI--ANNPIKE	-
	 		.,..	-		MY COMMISSION EKP - '- ',''!{ :-.	MYCOMMISSIONII r:H044&96 1
SIONATURE OF NOTARY PUBLIC	PRINT, TYPE OR STA	IJ{.1_,f	EXPIRES: oece;!iber 20, 2?2\  •
i!\ • • -_:: •• !,ore.;<\ ThruNo\ !'/ PsllhcUnde t.rs
··· ···----· - -·---·--=----	
• .. ♦-.	   ,--: :-_:_.:.-• ...:.U: .·./.- - ...:_·-. -:_:._.-..,..)..
PERSONALLY KNOWN	OR PRODUCED IDENTIF1CATION
	TYPE OF1omfTIFICATION PRODUCED.

BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839
PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATBRIAL FURNISHED THROUGH 1/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 I 160I170I180

:.::..:::,,="--=26::.!.,2024 

STATE of FLORIDA
COUNTY of SEMINOLE
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	_26th
February	, 2024.

DAYOF

SIGNAURE OF NOTARY p	UC
MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP
CRYSTALDUNLAP
Commission #HH067271 ExpiresDecember11,2024
BondedThluBudgetNola!) Services

PERSONALLY KNOWN	X	, OR PRODUCED IDENTIFICATION
	TYPE OF IDENTIFICATION PRODUCED.

TRINITY GARDENS	FINAL 4JAYS
ATLANTIC DIRE_CTIONAL CFL
CORE&MAIN
CORE&MAIN / AJ[ANTIC 0IRECTIONAL
-
CQUNTY
CRUSH
EQUIPMENT SHARE/ C VARGAS F_!.ASH RITt1
IVETIC
MACK MASCHM,EYER
MASCHMEYER/ PRECISION SITE
iVrTDOLt EXPAVING
NATIONAL TRENCH SAFETY
-	..J
NEWMAN TRACTOR
PAVERSCAPE	I
PREF...ERRED MATERIAL/ PR CISION SITE SOCK IT

SYNERGY/PAVERSCAPE WASTE PRO
/
,---
':::::>	/
'-
'(
FINAL WAIVER AND RELEASE OF LIEN

TIIE UNDERSIGNED LIENOR, IN CONSIDERATION OF FINAL PAYMENT IN THE AMOUNT OF $10.00 / 100 TO THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED TO BLUE OX ENTERPRISES, LLC.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
1014000001so I 160 I 110 Jl80

I
I

STATEof'K.oe,; bA 
COUNTY of 00 '-"S.1 I'\
		TO AND SUBSCRIBED BEFORE ME TIIlS IS· 30
,2024.

DAY OF

 SIGNATUREFN C
MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

PERSONALLY KNOWN 		OR PRODUCED IDENTIFICATION
------
TYPE OF IDENTIFICATION PRODUCED.
I
I
I I I

THE UNDERSIGNED LIENOR IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 I 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR SERVICES, OR MATERIAL FURNISHED THROUGH 10/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOM.ES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL 701400000150 I 16011701180

DATED: October 30, 2024

BY,k,-/	J	
ATLANTIC DIRit'cTI LING

STATE of	Florida COUNTY of	Oran_ge

SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	30	DAY OF
October	,	2024.
c1ttz;;-{ {  !kw£
SIGNATURE OF NOTARY PUBLIC

MY COMMISSION EXPI PRINT, TYPE OR STAMP

PERSONALLY KNOWN	, OR PRODUCED IDENTIFICATION
	  TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLArM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 10/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETEN'TION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES. OR MATERIA S FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150116011701180

DATED:  I 0/"$0/7-'{
r 	'
BY:  dd<-Ave
Central Florida Liftstations, Inc.

STATE of	K-o !Qp,
COUNTY of	uo,siSr-1\
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS 	2i2111
Oc:roset2	, 2024.

DAY OF
---·-
MY COMMISSION EXPIRES:, •· .- CHRIS10Pllr.R:--:EtLFISHER
SIGN
PRINT. TYPE OR STAMP
*'iij;jf* 1 1ar)' l'ul•lic. State OfFl,1rida
- .r Com1m,,1on :--lo.111·1102811.-  !!)
... :-ly Commission r.wircs: 1101202se>

PERSONALLY KNOWN	,/		. OR PRODUCED IDENTIFICATION
-	TYPE OF JDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 10/15/24 TO ATLANTIC DIRECTIONAL DRILLING. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150116011701180

DATED: 10.31.2024

BY:	C6W< 'H4;f'°
CORE&MAIN

STATE of  MISSOURI
COUNTY of St I oujs
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS 31ST	DAY OF
...QCJPBER	, 2024.

MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP
HEATHl!:ROAWMu>IE
K ary Publk - Hou,y St•I
St Ch&11ot1-C.ou ty • St•tt of i,.w,utl
Cornmi,1lon ftum r :Zl3'10'9
#ily (Off\lflt$1"0nCs!ri< Ho",- u, 102!5

PERSONALLY KNOWN XXXXX	, OR PRODUCED IDENTIFICATION
	 TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED TN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 10/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWTNG DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 j 160I1701180

DATED:  / 0- --go,..Zlf

BY:-	
County Mate oration
COUNTYto	...;. ;:µ:
AND SUBSCRIBED BEFORE ME nns IS	5.;;,	DAY OF
.J,,,w-	,2024.

SIGNATURE OF NOTMiY PUBLIC
MY COMMISSION EXPIRES: O'-f (g" l c.'>
PRINT, TYPE OR STAMP

P RSONALLY KNOWN 	 	O,R PRODUCED IDENTIFICATION
\y"\		on 	TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 TIIE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 10/1S/24 TO BLUE OX ENTERPRISES, LLC. THIS
WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF TIIlS RELEA$E IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 I 160I170I180

DATED:   /,'_· ]6- 27'

'  I
..-,-.-,---:;:::,I
BY:	( - ( t....._,
CRUSH SUPPLY LLC
,;:;J L_

STATEof Flonda.
COUNTY of \•/QI 1,,tSl(J
Q	TOAND SUBSCRIBED BEFORE ME THIS IS
..l, = "--"-'--lrL---_, 2024.
..Jle;_fl

:3e)fh	DAYOF
WcJCL	
TURE OF NOTARY PUBLIC
MY COMMISSION EXPl¥$: • • - • • • • • • ., ,, t
PRINT, 1YPE OR STAM

PERSONALLY KNOWN	V 	' OR PRODUCED IDENTIFICATION

BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, FL 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE
THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $1,340.78 / CHECK 4591 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVlCES, OR MATERIAL FURNISHED THROUGH 10/15/24 TO BLUE OX ENTERRISES, LLC. THIS WAlVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150116011701180

DATED: OCTOBER 30. 2024

:LL OFFICE MANAGER FLASH-RITE, INC

STATE of FLORIDA COUNTY of SEMINOLE

SWORN TO AND SUBSCRIBED BEFORE ME THIS IS 30TH DAY OF OCTOBER, 2024.

MY COMMISSION EX PRINT, TYPE OR STA

PERSONALLY KNOWN	X	, OR PRODUCED IDENTIFICATION
BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839

PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 10/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERlALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 I 160 [ 1701180

DATED:	10-30-2024

BY:	
IVETiTRucKiNG

STATE of-Fl'o-ri-da------- COUNTYof---=S=em=in=ol=e	 _
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	30th	DAY OF
October	_, 2024.

!OTARY PUBLIC
MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

PERSONALLY KNOWN	/	OR PRODUCED IDENTIFICATION
	 TYPE OF IDENTIFICATION PRODUCED.
	......_....:Tl'-	
,,,)  t'\,	f,1J,\J:1\c, / ,t 11/i Ll/1K:7
,.·. §-§' ''•!.:. ·,1r."•-• lJ,-.··_d\ , '..'l.1l1c  .,.,i••,.,1 f J_ ,r1fl t.
l' •. 1.,J".: l_f.,,i IIn,.·.1011 ·• ;-til l (1r"10..:;:, ,
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,',1,,,£·',.1-\\,,,.:·--	lvi ,I '. ,1J:Ju1i1,11)1!1 r•:.I.t·.ini L-'iPll'f.'11,	·
:.	;-.--.--:-:-:·:·:·.·-,:::.::":'::;.-;-.:.;;.;.;-:;-:.:;,=;.­;.
-,r3

BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, lN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED lN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 9/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150I16011701180

DATED:-  \t).?;(),d-()d.L\

BY,
MACK CONCRETE INDUSTRIE'

STATEof	 COUNTYof
S R C)-AND SUBSCRIBED BEFORE ME THIS IS  :JaU 	DAY OF
J(!!.'b<t?r	, 2024.

MY COMMISSION EXPl!rt. ?J:,'i{:;.._	CONNIE BEST
PRINT, TYPE OR STAM! {;{ :jJ MYCOMMISSION#HH254325
- ., --,·ot···	EXPIRES: August17, 2026
· --f'! - ---  - -
PERSONALLY KNOWN	,OR PRODUCED IDENTIFICATION
------
TYPE OF IDENTIFICATION PRODUCED.
BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR. IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / l00 THE UNDERSIGNED fN SAID AMOUNT. WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 10/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR. SERVICES. OR MATERIALS FURNISHED AFTER 1HE ABOVE DATE.
ON THE JOB OF: LANDSEAHOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150116011701180

DATED: October 30, 2024

STATE of Florida
COUNTY of Palm Beacb-
SWORN TO AND SUBSCRlBED BEFORE ME THIS IS -3D.tb		DAY OF
October	., 2024.

MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

PERSONALLY KNOWN X	, OR PRODUCED IDENTIFICATION
	TYPE OF IDENTIFICATION PRODUCED.

#BOE001

BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839
PARTIAL LIF:N RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTl,\I. PAYMENT IN THE AMOUNT OF 510,00 / 100 THE UNDERSIGNED IN SAID At,,IOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A tIEN FOR LABOR, SERVICES, OR
MATERIAL FURNISHED THROUGH l0/15/24 TO Precision Site Services Inc. THIS WAIVER DOES NOT COVER RETENTION EARNED TI-IROUGII THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICl:S. OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: L.A:-!DSEA 110'.\IES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL 701400000150116011701180

DATED: October 30, 2024

B		 J?'7Q 7U
:\1:\SCll:\·IEVER

STA TE of Florida COUNTY of P_a1rn_13eacn
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	30th	DAY OF
,3c1ober  .•2024.	

 YPUBLl
MY COMMISSION EXPIRES:08/25/2028 PRINT. TYPE OR S'l ,\'.\1P

PERSONALLY KNOWN	,OR PRODUCED IDEN l'IFICATION
	TYPE OF IDENTIFICATION PRODUCED.

#PSS001

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 I 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR. SERVICES, OR MATERIAL FURNISHED THROUGH 10/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR. SERVICES. OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL 701400000150 I 16011701180

DATED: 10-29-2024

B

STATE of CALIFORNIA COUNTY of LOS ANGELES
WQR.l)JTO AND SUBSCRIBED BEFORE ME THIS IS	2/) 	DAY OF
{JJj1 & 1	. 2024.

[! TIJJ11'Jt.J )JJ
SIGNAtURE O'F 1'fOTARY PUBLIC
MY COMMISSION EXPIRES:_3//w/Ls PRINT. TYPE OR STAMP

PERSONALLY  KNOWN	(..,-/ 	. OR  PRODUCED IDENTIFICATION
	 TYPE or IDENTIFICATION PRODUCED.

rff fS:l

THE UNDERSIGNED LIENOR,, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 10/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
7014000001501160 I 170 1180
DATED:d'c&k -3"q,:-4;:i. I

BY:	
Newman Tractor, LLC

STATEof 	 COUNTY of /{(
SWO T, w	UBSCRIBED BEFORE ME THIS IS	jO f"-	DAY OF
LJC,,	2024.

MY COMMISSION EXPIRE PRINT TYPE OR STAMP
'

PERSONALLY KNOWN	K_,•	, OR PRODUCED IDENTIFICATION
-	TYPE OF 1DENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT lN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 10/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 I 160I170 j180
DATED:  ID /7-q I 1.J.f

BY:	Q	
Paverscape Inc

STATE of_flt>rfAA
COUNTY of 
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	L q	DAY OF
()(t	, 2024.

MY COMMISSION EXPIRES: 11 / IS (2.oz
PRINT, TYPE OR STAMP

PERSONALLY KNOWN \L)	,OR PRODUCED IDENTIFICATION
	 TYPEbF IDENTIFICATION PRODUCED.

WAIVER AND RELEASE OF LIEN
(Section 713.20(4) Florida Statutes)

This instrument Prepared by: CARMEN HESS
PREFERRED MATERIALS INC - CONCRETE ATTN: COLLECTIONS DEPT
4636 SCARBOROUGH DR
LUTZ FL33559
lnv#2155992

The undersigned lienor, in consideration of the progress payment in the amount of $10.00 hereby waives and releases its lien and right to claim a lien for labor, services or materials furnished through 10/15/24 to PRECISION SITE SERVICES (customer) on the job at the following described property:

TRINITY GARDENS 829VISTACOVE, CHULUOTA, FL

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

DATED on OCTOBER 31, 2024

PREFERRED MATERIALS INC - CONCRETE ATTN: COLLECTIONS DEPT
4636 SCA OU	DR LUTZFL3 5
By:_----f--"--'--"''------""'"----=--------- CARME
COLLECTIONS MANAGER

Sworn to (or affirmed) and subscribed before me by means of [X] physical presence or [ ] online notarization, this 31 day of OCTOBER, 2024 by CARMEN HESS (name of person making statement).
/f..•-;-•;:•_•,;·:·•-·•...,
JENNIFER LNEINAST
MYCOMMISSION f HH188572
 - -.	. }	EXPIRES:Oclill>et 19,2025
Simiafure ofNbtarv"Publi.c - State of Florida	!lffi #Mtis
Kl Personally Known OR [ ] Produced Identification
Type of Identification Produced 	 _

BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 10/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE iN T"tlE AMOtJNT OF nfa FOR LABOR, SERViCES, OR ivi.ATERJALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
1014000001so I 160111011so

DATED:_O tober 30! 2024

BY:		 f3'
WASTE PRO	v

STATE of  FLORIDA
COUNTY of SEMINOLE
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	30th
October	, 2024.

DAY OF

SIGN OF NOTARY PUBLIC

MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP
. .<,..,;l'//;1,:.
11!:,'!'#f.,
Off\.c:,
BRANDY H.BRAMER
-commission# HH482308
Expires April13,2028

TRINITY GARDENS	FINAL 4JAYS
ATLANTIC DIRECTIONAL CFL
-ff CORE&MAIN	----..	"1...;--
,CORE&MAIN / ATLANTIC DIRECTIONAL COUNTY
'CRUSH
EQUIPMENT SHARE/ C VARGAS- l=inc,..\
lFLASH RITE d$1VETIC
lS MACK
'4 lv1A_gHMEYE
4' MIDDLESEX PAVING
c1'NATIONAL TRENCH SAFETY NEWMAN TRACTOR PAVERSCAPE
SOCKIT
SYNERGY/PAVERSCAPE
ffWASTEPRO
s/15
Cf
Fax: 407.339.4839 PARTIAL LIEN RELEASE
THE -UNDERSIGNED- LIENOR, IN -CONSIDERATION -op PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND
-	RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR
MATERIAL FURNISHED THROUGH 05/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL 701400000150 j 160I1701180

DATE	. /)o;)cf 

H4 JaysYL v:ice=s 6	hL	

STATE oft! l  o­	
COUNTY of \J	•,,..·
O	 AND SUBSCRIBED BEFORE ME THIS IS	o2 '{'	DAY OF
.c	, 2024.

MY COMMISSION EXPIRE,mLNotary Public State ofFlorida
Diane
SIGNATIJRE
PRINT, TYPE OR STAMP
1111
My Commission
HH 186773
1111912025
Fax: 407.339,4839

PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 05/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERlY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL 701400000150 I 160 I 1701180

DATED:  Mav 28, 2024
BY: \dn,1   J i;   
ATLANTIC DIRE  TIONAL DRILLING

STATE of	Florida COUNTY of	Orange
SWORN TO AND SUBSCRIBED BEFORE ME TIIlS IS	28	DAY OF
_ May		  , 2024.
&litt-r! fc/4. u-t 
SIGNATURE OF NOTARY PUBLIC

MY COMMISSION EXP PRINT, TYPE OR STAMP

PERSONALLY KNOWN	X	, OR PRODUCED IDENTIFICATION
	  lYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LlENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 05/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THlS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERiALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 I 160I170I180

DATED:	 ls/z1
BY: _.,d
Central Florida Liftstations, Inc.

STATEof  fi,Ol:!tf?A
COUNTY of	Vot{,\tfl
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	a_<g (ft	DAY OF
MA'/	, 2024.

t 4.l-·i:ri.: ; l tQn Chs2nOrdh	
MY COMMISSION EXPIRES: i ···"· - ( l lRISTOl'IIER NEIL FISHER
PRINT, TYPE OR STAMP	:}·::{:... "'•.,. :,H;iry l'11olic. Stale Of Florida
<  .,-,lifi.,  l tllllllllSSIOll Nu. Hf-I 102893
. .	••• •"' id, \. ommissi,111Expires: 3il 012025
1,..-..	..

PERSONALLY KNOWN	\/		, OR PRODUCED IDENTIFICATION
-------
TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, 1N CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF SZS,095.94 / CHECK 1373 RELEASES ITS LIEN AND RIGHT TO CLAIM A LlEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH §!5/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNlID THROUGH TBB DATEOF THIS RELEASE lN THE-AMOUNT OF !!l& FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THEFOLLOWING DESCRIBED PROPER1Y: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150I16011701180

DATED: 6/l0j2024

CORE&MAIN 1_atut'le	 L

STATE of _MISSOURI COUNTY of	ST. LOUIS
SWORN TO AND SUBSCRIBED BEFORE ME TIIlS IS.	10	DAY OF
JUNE	.2024.
---------- - - -- - - - - -
! ,_) ,,.""<.1 ... S,,(¼,,th

SIGNATURE OF NOTARY PUBLIC
MYCOMMISSION EXP.. IRES;f
PRINT, TYPE O.R STAMP

SH.ANNONSMITH
Notary Public - Notary Seal
Jefferso County· Stat of Mis,ourt Commrs,ion Num r 22941738
My Commission Expires Jan 25, 2026

PERSONALLY KNOWN	X	OR PRODUCED IDENTIFICATION
	TYPE OF IDENTIFICATION PRODUCED.
RLTJR OX RNTRRPRTS"F.S, LLC.:
500NurU1 Way
Sl:lnrnrd, Flnridl:I 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTJAL LIEN RELEASE

THR lJNDRRSTG-NRO UENOR, TN CONSIDRRATTON OF PARTTAT. PAYMENT TN THR AMOUNr OF $10.00 / 100 THE lJNDRRSTCTNRD TN SATn AMOUNT, WAIVES AND RELEASES ITS T.TEN AND RIGHT TO CT.ATM A URN FOR LAROR, SERVICES, OR MATERIAL FURNISHED THROUGH 05/15/24 TO ATLMTIC DIRECTIONAL DRILLING. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE
DATE OF THIS RELEASE IN THE AMOUNT OF .!!L! FOR LAROR, SERVICES, OR
MATERIALS FURNISHED AFTER THE ABOVE DATE. ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150116011701180

nATF.n: 5/29/2024

RY:	u1i!J. 1'1
CORE &  '	,
 1aJoM'

STATRof MISSOURI
COUNTY of ST. LOUIS
SWORN TO AND SiffiSCRTRRn RRFORR MR THTS TS	29	nA Y OF
MAY	. 2024.

STGNATlJRR OFNOTARYPURT.TC
MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

PERSONALLY K'NOWN	X	OR PRODUCED IDENTTFTCATTON
-	TYPE OF IDENTTFICATTON PR om rcRn.

Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE

THE ·UNDERSIGNED UENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF ;151'3l,{0 :-=;! THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 05/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS  p h I
Nee of Blue Lake Ave & Beresford Ave Deland FL 701400000150 I 160 I 170 II80
DATED: 6 t'2L{ l y

BY,	
	
CountyM

STATEof :f\_[V)'	
COUNTY of	\	
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	2J..1	DAY OF
 ,2024.

I'	 D.,	MY COMMISSION EXPIRES,
==OTARYPUaj		PRINT, TYPEORSTAMP

PERSONALLY KNOWN 	 ,OR PRODUCED IDENTIFICATION
	 TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR. IN CONSIDERATION OF PARTIAL PAYMENT IN THE
AMOUNT OF IR'°• '':IS THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR
MATERIAL FURNISHED TIIROUGH 05/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150I16011701180

DATED: S..,j'f-:J,Y

BY:	?t:--	:;;
CRUSH suiiPCv LLC

STATE of Ftcia.	•
COUNTY of	J	\ l,r\)I
SMRN TO AND SUBSCRIBED BEFORE ME THIS IS
,2024.

c1i4-fh DAYOF
fUJ.}0
'	SIGNATURE OF NOTARY PUBLIC

MY COMMISSION EXPTRE1. .----....-.-.	"-'>--_,,
PRINT TYPE OR STAMP
•

PERSONALLY KNOWN	V 	OR PRODUCED IDENTIFICATION
------
TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF FINAL PAYMENT IN THE AMOUNT OF $10.00 / 100 TO THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED TO CV ARGAS CONSTUCTION LLC:.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 I 16011701180

DATED: 05.31.2024

BV- --		
Eq

STATE of_M_O	_

COUNTY of  Boone	

SWORN TO AND SUBSCRIBED BEFORE ME THIS IS 31st	DAY OF
May	, 2024.

MY COMMISSION EXPIRES: 09.02.2024 PRINT, TYPE OR STAMP

PERSONALLY KNOWN	XX	OR PRODUCED IDENTIFICATION
NIA	TYPE OF IDENTIFICATION PRODUCED.

.,,11,1 1 . ''·"'  •
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'11,:,.·,,"' It. -·C-·:··,,,r,\,.,,
• I,' J J '  I \•,' '

PARTIAL UNCONDITIONAL LIEN RELEASE

THE UNDERSIGNED UENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $12678.71 / CHECK 1375 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAJM A LIEN FOR LABOR,
SERV1CES, OR MATERIAL FURNISHED THROUGH 5/15/24 TO BLUE OX ENTERPRISES, LLC. nus wATVER DOES NOT COVER RETENTION EARNED
THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR
SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE. ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL 1014000001so I 160 I 11011so

OATFO• MAV 2R,,.f'l')d

STATE of FLORIDA COUNTYofSEMTNOLE

SWORN TO AND SUBSCRIBED BEFORE ME THIS rs 28TH DAY OF MAY, 2024.

MY COMMISSION E	911
PRINT, TYPE OR ST.A ..-	-.	SAMANfHAMUMP2E6R9467
.-'.:. ;. ,f'	EXPIRES:Novembef 18,2026  •
t ·- f. f.f ?- ..	.-.,,,::::aa;;;;;iiiii_..:;: '
PERSONALLy KNOWN	K	,OR PRODUCED IDENTIF ;ATl N
	 TYPE OF IDENTIFICATION PRODUCED.
500 N0t·th Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $96,835.50 I CHRCK 1376 THE UNDERSLGNl::D fN SAlD AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERJAL FURNISHED THROUGH 05/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH TIIE DATE OF THIS RELEASE IN THE AMOlJ'NT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDS.EA HOMES

ON THE FOLLOWING DESCRlBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
1014000001so I 160I11011so

DATED: 05-28-2024

BY:	v&i2cr Iv-e+ic,
IVETIC TRUCKING

STATE or Florida
COUNTY of .B.emin.o.le
SWORN TO AND SUBSCRIBED BEFORE ME TI-ITS IS	28th
May	, 2024.

DAY OF

/	I???
SIGNATURE OF NOTARY PUBLIC
MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

PERSONALLv KNOWN	1L	 ,OR PRODUCED IDENTIFICATION
_	T_YPE OF IDENTIFICATION PRODUCED.
d	--- 
,'J<\!::;:;,,,,	Ml\f1KO t;)UVNJ0K
fr ,- f•Jo1My f'ubl1c<,ta!c of l·lor1da
Co,n111i s1on ii HH 1090:l9
,r-c},1.5.-,<'-,_ §	tvly Co1nn)i5 sion E:qJires
''"""'	July 16, 2025
		::r.- ....
XJ038

BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL JLIEN RELEASE

Tl-ffi UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN Tiffi AMOUNT OF $6,397.10 / CHECK 1377 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 05/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED :PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
1014000001so 1160111011so

DATED: -	·d-L\

BY:	M..ia..
MACK CONCRETE INDUSTRIES

STATE of
COUNTY cf 	

MY COMMISSION EXPIREsll{;/AV} PRINT, TYPE OR STAMP . ·-1, r;f. ?. >·

MYCOMMISSIONII HI-I254325 EXPIRES:August 17,20-26---'J

/
PERSONALLY K."...l\lOWN	OR PRODUCED IDENTIFICATION
------
TYPE OF IDENTIFICATION PRODUCED.

BLUE OX ENTERPRISES, LLC
500 North Way
Sunford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR. IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $40,116.05 / CHECK 1378 I S26,155.69 CHECK 1430 THE UNDERS.IGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LlEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERlAL FURNISHED THROUGH 05/tSn4 TO BLUE OX
ENTERPRISES, LLC. nus WAIVER DOES NOT COVER RETENTION EARNED
THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR,
SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE. ON THE JOB OF: LANDSl::A HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake A\'c & Beresford Ave Deland FL
101400000150I160111011so

DATED: June 4 . 2024

STATE of Florida COUNTY of _Palm BP.acb..
SWORN TO AND SUBSCRrBED BEFORE ME THIS IS	4	DAY OF
June	. 2024.
•	
ra_·
SIGNATURE OF NOTARY PUBLIC
Frederica Lipman
MY COMMISSION EXPIRES: 08/2512024 PRINT, TYPE OR STAMP
PER_SONALLY KNOWN	.OR PRODUCED IDENTIFICATION
	TYPE OF IDENTIFICATION PRODUCED. .,..,..,,..,../V"VV'VV""'y,.,.,v-.,..,,,.,,v?
Fu:	407.339.4839
PARTIAL LIEN RELEASE

TIIE UNDERSIGNED LIBNOR, IN CONSIDERATION OF PARTIAL PAYMENT IN TilE AMOUNT OF $221668.75 I CHECK 1379 THB UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR,
SERVICES. OR MATERIAL FURNISHED THROUGH 05/15/24 TO BLUE OX
ENTERPRISES, LLC. TIHS WAIVER DOES NOT COVER RETENTION EARNED
THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF R LABOR, SERVICES, ORMATERIALS FURNISHED AFTER THE ABOVE DATE.  ----. $2,s1a.1s
ON THE JOB OF:LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 I16011701180

DATED: MAY 28. 2024

...
BY:	,,
MlddlT  Paving, UC

STATE of FLORIDA
coUN\rv of ORANGE
SWORN TO AND SUBSCRIBED BEFORE MB nns IS	28 	DAY OF
MAY	,2024.

,	..&	•
MY COMMISSION EXPIRES; _....;;:v":iii••.. ·"'" .&".	"m,,
PRINT, T,: V,:r DE OR ST'"'11.60
r,',·L!, ;,:1°'..,<_:,,t,-'.-•, Notary PMuAbG/lDe A. I REYES	.
eo, Florida
··,toFf\. / M commission it HH 062094
··•-·....•	Y 0mm. expires.Ma
Bonded throuh N	r,.	25
,.·.. ---.-.-o•;,r;	g aUonal Notary Assn Isl
,,,">- • I
PERSONALLY KNOWN 	,. OR PRODUCED IDENTIFICATION
	TYPE OF IDENTIFICATION PRODUCED.

MPLLC # 43919

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $2,666.26 / CHECK 1380 THE UNDERSIGNED JN SAID AMOUNT, WAIVES ANO RELEASES ITS UEN AND RJGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 05/15/24 TO BLUE OX ENTERPRISES, LLC. Tl-IlS WAIVER DOES NOT COVER RETENTION EAR1'.TED THROUGH THE DATE OF TI-US RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURN1SHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLO\VTNG DESCRIBED PROPERTY: TRJNITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
7014000001501160I1701180

May 28, 2024

nv/-·.::::-:::P=t:-::-'.:'"-= :c-}...-

STATE of California COUNTY of	Los Angeles

SJ.dRN TO AND SUBSCRIBED BEFORE ME THIS IS	z	g'	DAY OF
,2024.

rf/lcYy(#TlrY:J)
SIGNfrUREOF-i-4eYrARY PUBLIC

MY COMMJSSION EXPIRES:cy  / i1 hC
PRJNT, TYPE OR STAMP

PERSONALLY KNOWN	/,-	,OR PRODUCED IDENTlFICA TlON
	 TYPE OF IDENTIFICATION PRODUCED.

i-	.. N"r;.(.;..?:-.L;. • ·;:=,:f!_;'_ :C r
; /-.-.-··,.: Nc: r·; P1,.;;,1c.• Ca:·fornia z
-:.f'·•_;.·: ..·-:  l.:.s Al".-ge es Cocnt'/
! ;" {•5=

THE l:JNDERSIGNED LIENOR, :IN' -CONSIDERATION -op PARTIAL -PAYMENT -m THE AMOUNT OF $10.00 / 100 TIIE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 05/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WANER DOES NOT COVER REIBNTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DAIB.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150116011701180
»ATED: ddtt Je, PA'-4
BY,	&£
Newman Tractor, LLC

STATEof	rl
COUNTY of	Poll<
SW	TO AND SUBSCRIBED BEFORE ME TIIlS IS	'J' fl/l,.	DAY OF 2024.

S(GNATURE OF NOTARY PUBLIC
MY COMMISSION EXPIRES: e t  a e es	o e o e c c ' 
PRINT, TYPE OR STAMP

PERSONALLY KNOWN	X	'OR PRODUCED IDENTIFICATIO

THE UNDERSIGNED LJENOR, JN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 05/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150116011701180

DATED:  Mtut 3o,	1-tJ2-L/

BY:
Pavcrscapc Inc

STATE of F\Ovfd°'
COUNTY of.	Q'fCA,V\gt
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS   30    DAY OF
W\Cl0	, 2024.

SIGNA	IC
MY coMMissioN EXPIRES: 11(tSl'Zoc4
PRINT, TYPE OR STAM :v'''V"VVvvvvv•v .
, - o':, u </.  Nci aryPut)!ic; State of r=ioHda
;- ,'· ': A$hl0y Fuchs
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f	'oin.o..  bou;,s 11115120;>4
PERSONALLY KNOWN	,OR PRODUCED IDENTIFIC "'""-..._""'	,_{
WAIVER AND RELEASE OF LIEN
(Section 713.20(4) Florida Statutes)

1062411538
This instrument Prepared by: RUSSELL NUNN
SYNERGY RENTS LLC ATTN: CHERYL WARfNG I830 MASON AVE
DAYTONA BEACH FL 32117

The undersigned lienor, in consideration of the progress payment in the amount of $10.00 hereby waives and releases its lien and right to claim a lien for labor, services or materials invoiced through 05-15-2024 to PAVERSCAPE (customer) on the job ofLANDSEA HOMES (owner of the property), to the following described property:

NORTHEAST CORNER OF BLUE LAKE AVENUE AND BERESFORD AVENUE, DELAND, FLORIDA, TRINITY GARDENS, PARCEL NUMBERS 70140000150, 160, 170 AND 180, VOLUSIA COUNTY, FLORIDA.

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

DATED on MAY 31, 2024

SYNERGY RENTS LLC
ATTN: CHERYL WARING	( 1830 MASON AVE
DAYTONA BEACH FL 32117
RBUy:SSELL NUNN

\ - 	'
BRANCH MANA R	'

Sworn to (or affirmed) and subscribed before me by means o ysical presence or [ ] online notarization, this 31 day gf.M AY,	by RUSSELL NUNN (name of person making statement).

Print, typei\iFSffliiip'naine di nofacy pu6lic

] Personally Known OR [ ] Produced Identification
Type of Identification Produced 	 _

J:tiQl!J:Q:S.tl i,¢ ES LLC
s.ooN:orthW:af'
Saiifowfmotfaa·a21,a
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'fl,JE '-t1NP R:$10NBP'.T,Il3NOJ¼ IN -G:ONSIDl! TION'.Of·PARTIAL PA¥-MENf 1N·THE
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wi	:tioJ$$iJNQJi'Q(i>\m:rotteNwt.ilf gM@.Ett l1<l8 WJm.U&'ffi.-PF'11.U$
JRELBA:SB. IN·. THE; :AMOUNT '.OF'.-ii&. F.OR: 'LAUO ; ;SERVICES:,. OR MATERJALS
i .$Jmti K m•Al  :)>. 1;,it	••	-	••	'	•
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''.9f[!tiiaJc1fJ:!oIftflAQtfJQ<1.-_:up?!t?f·f;.rt  E.fp:;.TRINITYG-ARDENS

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·COUNw:of'Voi.UstA
SWORNtOANP Slffl_$QRJBED FQRE; ®.$J$.	29th	PAYQJt
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ExpiresDecember 11,2024
Bondod111!11BudoelNolarySar,lces
PBBSONA:tLJY KNOWN'.	...:. )(.. ........ ,.'.OR:PRODUCEOlDENTIFiCATION
:·.• _.. :.:.•,; ·_'•• JYPBPf n?.ENTWtCA.TIQNJtROl>!JC P-

TRINITY GARDENS
,	,, l C--

4JAYS CORE&MAIN
MIDDLESEX PAVING

BLUE OX ENTERPRISES, LLC
500North -Way
San:f'ord, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839
PARTIAL LIEN RELEASE

THE 1:.JNDERSIGNED LIENO IN CONSIDERATION OF PARTIAL PAYlv.lENT 1N Tl-:IE AMOUNT OF $1.34.850.00 I CHECK 8124:2 THE UNDERSIGNED I:N° SAID AMOUNT,. WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 10/15/23 TO BLUE OX
EN".!"E!_U»!.USE - LLC._ n-ns  AIYER. DOES NOT COVER RETENTION EARNED
THROUGH TI DATE OF THIS RELEASE IN TF-IE AMOUNT OF !!i!!. FOR LABOR, SERVICES OR MA-:FER..lALS FURNISH.ED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBEDPROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL,
701400000150 i 16011701180

BLUE OX ENTERPRISES, LLC
500 North '-"ay
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839
PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOu:t..:fT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND .RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 10/15/23 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROt.JGH THE DATE OF THIS
RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE  FOLLOWING DESCRIBED PROPERTY: TRJNITV GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
70I4000001so I 160 I 170 1180

BLUE OX ENTERPRISES, LLC
S00 North 'Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839
PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSJDERATION OF PARTIAL PAYMEN"T IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, 'WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR. SERVICES, OR MATERIAL FURNISHED THROUGH 10/1.5/23 TO BLUE OX ENTERPRISES, LLC. THJ.S WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF !!L.!!_ OR LABOR, SERVICES, OR MATERIALS FURNIS1-IED AFTER THE ABOVE DATE.
ON THE JOB OF; LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of BJue Lake Ave & Beresford Ave Deland FL
7014000001so I 160 I 170 11so

TRINITY GARDENS
.,,,..,,...
l,X'l

  g§; CORE&MAIN _
CORE&MAIN / ATLANTICDIRECl)IONA,
:$	[EQ9NTY i		..
_9°CRUSR
EQUIPMENT SHARE/ C VARGAS

NA--TIONALTREN; CH SAFETY [NEWMAN TRACTOR
0
PAVERSCAPE

'SYNE,B_GY/PAVERS APE
§WASTEPRO
Fax: 407.339.4839

PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 4/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
1014000001so 1160 l no  11so

DATED: •	4,&		;)e)J

BY:,_,,."-F' -'-----""""'"_.,.'----

STATE orJ(	'
COUNTY of Q c.i	_;
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	3
,2024.	·

DAYOF

	LIC
MY COMMISSION B PRINT, TYPE OR ST
/

PERSONALLY KNOWN 	 _,OR PRODUCED IDENTIFICATION
-	TYPE OF IDENTIFICATION PRODUCED.
#	Fax: 407.339.4839 PARTIAL LIEN RELEASE

THE UNDERSIGNED LlENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RJGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 4/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
70140000015011601170 l180

DATED:.  April 30, 2024
BY: £ {.J
ATLANTIC DIRECTIONAL DRILLING

STATE of	Florida COUNTY of		Orange
SWORN TO AND SUBSCRIBED BEFORE ME THIS rs	30. 	DAY OF
Afilll.		, 2024.

MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

PERSONALLY KNOWN	X	OR PRODUCED IDENTIFICATION
-	TYPE OF JDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, fN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 4/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THlS RELEASE .IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
7014000001501160I1701180

DATED:	'f/(/-z'{

BY: 	
Central Florida Liftstations, Inc.

STATE of	fhr,·Jci
COUNTY of .\/ol\-!s10
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	!5}	DAY OF
/1',qy	, 2024.
I

SIGNATURE OF NOTARY PUBLIC
/
MY COMMISSION EXPIRES: PRINT. TYPE OR STAMP
PERSONALLY KNOWN	,OR PRODUCED IDENTIFICATION
	TYPE OF IDENTIFICATION PRODUCED.

  W':,-,ft,..,..,,\ <;;I
,,.. •·:-,..	FREDERICK J FiSHER	.
*'Jr* Nol«ry Public, S1.91(! Of Flor.de		{;. J•HN.	Commission No HH 287fi,t3	)  ' , • .-•• My Commission Expile : 10116i2026 f:!I.
-	.!	....

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $7,564.80 / CHECK 84714 TIIE UNDERSIGNED IN SAID AMOUNT, WANES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 4/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nec of Blue Lake Ave & Beresford Ave Deland FL
701400000T50l 1601170118'0

DATED:	4/30/2024
BYi ( 1¥]	
CORE&	IN

STATE of MISSOURI
COUNTY of ST. LOUIS
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	30	DAY OF """"''"' "'
APRIL	.2024.	4 . e!  "+...
.			t:/ "-i:\•-20 :-\
J/	:5	,
"T°\a/)'y\U  -M--	a--=:::	MY COMMISSION EXPIR.$:{	NOT/,R'l'Wl	J
SIGNATURE OF NOTARY PUBLIC	PRINT, TYPE OR STAMP \"tJ,\.	SM\
,	•,t!,'touis ·- #'"
%,,,.;#·_;A,e;,1..,•mc••►ln\,\-•.•. ,,-",(,
1'fJtu.Ji'1tir1•1m''',
PERSONALLY KNOWN	X	OR PRODUCED IDENTIFICATION

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 4/15/24 TO ATLANTIC DffiECTIONAL DRILLING. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150I16011701180

DATED: 4/30/2024	
BY:g}wffi'ftlCd	
CORE&MAIN

STATE of MISSOURI
COUNTY of ST. LOUIS
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	30	DAY OF
APRIL	_,2024.

ll1'1f• t,ti.,n,

Ka'V)I\U_gA,-ide,	_,
SIGNATURE OF NOTARY PUBLIC
_41. erii &
/f.,- =fr;;A\:
PRINT, TYPE OR STAMP	i \·  _	.	/_§,
• ,g, •._	.-,BGO\i?.,A - "'QJ
m·•,f'.'tou1sv':,,··....
;, _-,,,A,,,,;":.B.,.£./.C	8.1."../t'.•"" .,,.,,
'-itflff'1-.111ll\l 't\
PERSONALLY KNOWN	X	, OR PRODUCED IDENTIFJCATION
Tel: 407,339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $7,089.28 / CHECK 84718 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 4/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERJALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150116011701180
DATED, Y rilV-1
BY:	•	V)\	 ¥		--

STATE of 		 .... COUNTYof	L		
S	TJAND	SUBSCRIBED BEFORE ME THIS IS	aJ	DAY OF
10	. 2024.

I	MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

PERSONALLY KNOWN	, OR PRODUCED IDENTIFICATION
.... _I  f15B OF IDENTIFICATION PRODUCED.

!,_,_·· •t. ......<3l ..,'l...,,,.	,<">,< -
·I'	,,	Notary Public State of F'l_g,rida
''-'""	l<ara D. Dewberry  ''
@...sm.1·"'  n,imlMy Commission
11	HH 2es626	•	I'
i1,	Exp. 512()/2026
:,.._ ,,r-• t"' l• t ._ ,,.,.,.F- ..;:,e C.,-r::..---' 
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE
THE UNDERSIGNED IlENOR. IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $1,709.44 / CHECK 84715 Tiffi UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 4/15/24 TO BLUE OX ENTERPRISES, LLC. TIIlS WAIVBR DOES NOT COVER RETENTION EARNED TIIROUGH THE DATE OF TIIlS RELEASE IN nIE AMOUNT OF n/a FOR LABOR. SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON TIIE FOLLOWING DESCRIBED PROPER'IY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
7014000001,0I160-I no11so

DATED:    i--fi-21/
,,,,,-----
/f'
\	.
1<-, d,. t - 1

STATE of F\Drl £2
COUN1Y of  VoI	:'S\d
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS
/\pc1I	.2024.

Q(.)th	DAYOF
lt	
SIGNATURE OF NOTARY PUBLIC

MY COMMISSION EXPJ PRINT,1YPE OR STAMP

PERSONALLY KNOWN	v 	.OR PRODUCED IDENTIFICATION
------
1YPE OF IDENTIFICATION PRODUCED.
BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 I 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 4/15/24 TO C Vargas Construction LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRJNITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150I16011701180
DATED:	5.1.2024

BV: 			
Equiprn	,;,;mhare

ST ATE of	Missouri
COUNTY of -cooper	
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS 1st	DAY OF
May	., 2024.

SIGNATURE OF NOTARY PUBLIC
MY COMMISSION EXPIRES:9.13.2026
PRINT, TYPE OR STAMP rirr M A R l S SA BA C O N _,, i
Notary Public, Notary Se!ll
State of Mis!lOOr, Cooper County
••M\1
Com_ml;ision It 1783sg76
PERSONALLY KNOWN	X	OR PRODUCED IDENTIFIC
Comm,ss n ExfJire 09 13.2026
-------
TYPE OF IDENTIFICATION PRODUCED.

BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, FL 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE
THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $1,080.18 / CHECK 84719 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LlEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 4/15/2024 TO BLUE OX ENTERRISES, LLC. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
70t4000001so I 160 I 17011so

DATED: APRIL 30, 2024

BY:
LA	:tL OFFICE MANAGER FLASH-RITE, INC

STATE of FLORIDA COUNTY of SEMINOLE

SWORN TO AND SUBSCRIBED BEFORE ME THIS IS 30TH DAY OF APRIL, 2024.

MYCOMMISSIONE	_.,..
PRINT, TYPE OR ST	. Sf<MNHHAMUM?ER
MY COMMISSION iiHH :W9467
EXPIRES: Novembor18, 2026

-,;,,  :;,wr,. -	,..	

PERSONALLY KNOWN	X	, OR PRODUCED IDENTIFICATION
-	TYPE OF IDENTIFICATION PRODUCED.

I

BLUE OX ENTERPRISES, LLC
sooNoi·tli Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: '507.339.4839 PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $5,426.14 / CHECK 84716 AND $2,159.22 / CHECK 84724 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 4/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOW1NG DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000T501 l60 ITT0lr&0

DATED:  'j./,JOf)l.J

BY,	
MACK CONCRETE INDUSTRIE

 11:;:	
S TO AND SUBSCRIBED BEFORE ME THIS rs

L_Sf-	DAYOF
1 	1

PERSONALLY KNOWN  l //		, OR PRODUCED IDENTIFICATION
	  TYPE OF IDENTIFICATION PRODUCED.
BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
l;ax: 407.339.4839 PARTIAL LJF.,N RELEASE
THE UNDERSIGNED UENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSlGNED IN SA!D AMOUNT, WATVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 4/15/24 TO BLUE OX ENTERPRISES, LLC. THTS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF r,/a FOR LABOR, SERVICES, OR MATER1ALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150I16011701180

DATED:  April 291 2024

STATE of	Florida
COUNTY of	Pahn_B_eac_b

SWORhl TO AND SUBSCRIBED BEFORE ME Tl-US JS ..12.ili_ DAY OF	April	, 2024.

MY COMMISSION EXPIRES: April I, 2028
-=..;=-- · TARY PUBUC	PRINT, TYPE OR STAMP: Kimberly Barker

PERSONALLY KNOWN 	 x	 ,OR PRODUCED lDENTIFICATlON
	TYPE OF IDENTlFICATION PRODUCED.

BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839
PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 4/15/24 TO BLUE OX ENTERPRISES, LLC. TIIIS WAIVER DOES NOT COVER RETENTION EARNED 1HROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a OR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON·THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150I16011701180

DATED: May 1, 2024
BY:	I-,	

STATEloflFlorida COUNT\,.,of Orange

SWORN TO AND SUBSCRIBED BEFORE ME TIBS IS 1 DAY OF May, 20 .:"":.  = ,,..,.;.Ai,-&:: t:."' . ,.,,,A._.

•	,	] \<:lt	ll	Commission ii HH 062094
/4_ -7,	/'/	MY COMMISSION EXPIRES\-/- i ".:·' My Comm. ExpiresMar 1, 202s.
S	1NATORE oabTARY PUBLIC	PRINT, TYPE OR STAMP	;,.	Bonded through N_atio.na.lN.ott"aryA"ssn".• '

PERSONALLY KNOWN	-..7 OR PRODUCED IDENTIFICATION

------
TYPE OF IDENTIFICATION PRODUCED.

MPLLC #43919

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN TilE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A UEN FOR LABOR, SERVICES, OR
MATERIAL FURNISHED THROUGH 4/15124 TO BLUE ox ENTERPRISES, LLC. nns
WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON 1lIE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
7014000001501 1601170 1180

DATED: April 30, 2024

BY:_	(  'JU,,'}A.{£c=	- 	Joseph Fornes
Nati

STATE of	TEXAS COUNTY of HARRIS
lo  AND sUBscruBED BEFORE ME nns	rs
	 ,2024.
 /µ-

!,o-rh	DAY OF
,,, -\'{''t"-lW" Ilt.s,,C:1,
,.'.'"v- .. o•12S	-1.,,.,.
ITUREOFNOT ARyPUBLIC
MY COMMISSION EXPIRE$ PRINT, TYPE OR STAMP t
.	-·,
-
SIGN.F
.§10 , YPv zct.  '-:.

X	\... t,F1	,1../
PERSONALLY KNOWN 	 ,OPRRODUCED IDENTIFICATIOi1(J .&p. : ........
-------TYPE OF IDENTIFICATION PRODUCED.	'1mu••

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $17,852.28 I CHECK 84603 THE UNDERSIGNED IN SAID AMOUNT. WAIVES .Ai""JD RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FUR.i'lISHED THROUGH 4/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF  FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
101400000150 I160!1101180

DATED: 		1, ')-0 l'\

BY:
Newman Tractor, LLC

STATE of J!e\,..11,k11_ COUNTY
ff(f._
SWORN TO AND SUBSCRJBED BEFORE ME THIS IS	 IDAY OF
 wvic	,2024.
f/4) _'	',J'Ji.£),JcfY'
SI, NA
MY COM!"11SSION EXPIRES: PRINT, TYPE OR STAMP

PERSONALLY KNOWN 1/		. OR PRODUCED IDENTIFICATION
	TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 4/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES. OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEAHOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
1014000001so I 160 I 11011so

oATEo:  YI3oI11-1

BY:	OQ.-L)
Pa\"erscape Inc

STATE of fl() V-\-0..0\
COUNTY of	D .e.
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	3U	DAY OF
 V'\·1	,2024.

MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

PERSONALLY KNOWN	.OR PRODUCED IDENTIFICATION
-	TYPE OF IDENTIFICATION PRODUCED.

-i

Tl IE UNOFRSJGNFD UENOR, IN CONSIDERATION OF PARTIAL PAYMENT [N THE
/\MOUNT OF $10.00 / too THE UNDERSIGNED IN S/\1D /\MOUNT, WAIVES AND RELEASES TTS LTEN AND RTGTTT TO CLAIM A LlEN FOR LAROR, SERVICES, OR MATERIAL FURl\'ISHFD THROUGH 4/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THJS RELEASE IN TJIE AMOUNT OF 11/a FOR LABOR. SERVICES. OR MATERIALS FURNISHED AFTER THE /\BOVE DATE.

ON TllE JOB OF:LANDSEA HOi\lES

ON THE FOLLOWl G DESCR!HED PROPERTY: TRINJTY GARDENS
Nee of Blue Lake Ave & Beresford Ave Dehmd FL
1014000001so I 160 I 110 II so

DAT£U:  rl#4,/ Jo c,loci>'f

STATE of	;_::::/4 rt,.11;) A-
COUNTY of	LAK €
7'-
SWOR.1\/ TO AND SUBSCRIBED BEFORE ME THIS IS	3°-
 1/		,2024.

DAY OF
•
i''!r,J•	•,,,,:._:.,,."1'.i;.-.;_;,: ::,..:•,-, ;;;_c,;-.:,_,·,,,_ -- ;:-._ ..,-_,..,•,.....
 --11-1£
SIGNATURE or NOTARY PUBLIC

MY COMMISSION EXPiR.	·!!!!!!! !'!!!!!!!!!!!!!!!!!!!!!!!! !!:!!!!!!".1
PRlNT. TYPE OR STAMP	,f f--x_:i,;;._;:..,	TONI-ANN Pl:<E
\:( j} ::} MY COMMISSlvNII HH044696
'-.;:-)<;...;.,;'"';/ EXPIRES:Ot:cerr.bcr 0. 20:?
PERSONALLY KNOWN	k 	,
1,	._..:. .:··:..'.:". Eondc.,:T1hru Notr.r: ;·i..:?'- tr nz:rit ,
-"" :11.\..- •·•--·-.r	 o..,. c":::.: ::.
OR PRODUCED [DENT[F·, tci<::H-42':.t;f &.r:! ic,-.e,,,! c.L..i',,,•·  ••.  _  ·v'i
TYPE OF IDENTIFICATION PRODUCED.	•••••·-.•-..,...,,u

BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839

PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR
MATERIAL FURNISHED THROUGH 4/15/24 TO PAVERSCAPE. nns WAIVER DOES
NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON TIIE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED/fROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Atd.Deland FL
701400000150I16011701180

DATED:	I

BY: --------..J,,l...41-l,-..J.--4------
SYNERGY RENTS

STATEof	FL 
COUNTY of D<A:tJ, L
DAYOF

MY COMMISSION EXPIRES: PRINT TYPE OR STAMP
•

PERSONALLY KNOWN /		, OR PRODUCED IDENTIFICATION
	TYPE OF IDENTIFICATION PRODUCED.

BLUE OX ENTERPIUSES, LLC
_500 North Way	•
· Sanford, Florida 32773
• Tel: 4_07.339A800 ••
Fax: 407.339.4839 .
·-
•• J;>ARTIALLIENRELEASE.

THE UNDERSIGNED LIENOR, iN CONSIDERATION of PARTIAL PAYMENT IN AMOUNT OF $73.00-/CHECK.84717 Tiffi UNDERSIGNED IN SAID AMOUNT, WA.IVES
AND RELEASES ITS LIEN AND RIGHT TO CLAUv[ A LIEN FOR LABOR, SERVICES, QR MATERIAL FURNISHED TIIROUGH 4/15/24 to BLUE OX ENTERPRISES, LLC. THIS
. WAIVER.DOES NOT ,COVERRETENTIONEARNBD THROUGH THE DA.TE OF nns
RELEASE IN THE. AMOUNT OF !!LI FOR LAllOR,. SERVICES, OR MATERIALS FURNISHED AFTER 'rHE-ABOVB'r>ATE.	•	•
ON·THEJOB OF:.LANDSEA JJ:QMES
'	-	.·	.. .  .	.	•	•	.	.	·,
ON THE FOLLOWING DE.SCRIBEDPROPERTY:TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL •.
70140oooorsoll60:ll70Ti"8o•	• - •••

.	L
BY:  .	;:,.::.,....4----.......
WASTEP

STATEQf	FLORIDA
COUNTYof  SEMINOLE
SWORN TO ANI>' SUBSCRIBED BEFORE ME TIIlS IS. 30th	DAY OF
April	• ,	2024. •	•	•	•	•	• •
SyIGN	. off	ARYPUBLi

MY CO1\1MISSION EXPIRES.: PRlNT,1YPE OR STAMP

"' :.:th<1:,	Cl'WSTAL OUNL P
Commission #HH067271
Expires December 11,2024
BondodThruBudgetNolaryServices

PERSONALLY KNOWN	X .	OR PRODUCED IDENTIFICATION
•	•	•	TYPE OF IDBNTIFICATION PRODUCED.

\ \	----
TRINITY GARDENS	FINAL

4JAYS
ATLANTIC DIRECTIONAL
§;CFL CORE&MAIN
CORE&MAIN / ATLANTICDIRECTIONAL COUNTY
CRUSH
EQUIPMENT SHARE/ C VARGAS
5	FLASH RITE IVETIC
c:fi>MACK
.5	MASCHMEYER MIDDLESEX PAVING
NATIONAL TRENCH SAFETY NEWMAN TRACTOR PAVERSCAPE
SOCK IT SYNERGY/PAVERSCAPE
5:::, WASTE PRO

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERJAL FURNISHED THROUGH 6/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
7014000001501160j1701180

DATED::fu 9,JoJ
. J	n
B4JaYysL:a -s
t	 /	

STATE of fu.-,12,..\ A 
COUNTY of Ven "{.S.1 A
SWORNTO-ANDSUBSCRIBEDBEFOREME THIS IS	Cf	DAY OF
JI..( l-:;	, 2024.

	RE
MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP.	 _

PERSONALLY KNOWN	OR PRODUCED IDENTIFICATION
	 TYPE OF IDENTIFICATIONPRODUCED.

TI-IE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN 1HE AMOUNT OF $10.00 / 100 TI-IE UNDERSIGNED IN SAID AMOUNT, WANES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 6/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH TI-IE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER 1HE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON TI-IE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 I 160 I 1701180

DATED:  July 10, 2024

BY:}(	 J .
ATLANTIC DIRECTIONAL DRILLING

STATE of Florida COUNTY of Oran_ge
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	10	DAY OF
July	, 2024.
 :2 it ( ?, :/Jc-Ltf
SIGNATURE OF NOTARY PUBLIC

MY COMMISSION EXPIRES· PRINT, TYPE OR STAMP

PERSONALLY KNOWN	, OR PRODUCED IDENTIFICATION
------
TYPE OF IDENTIFICATION PRODUCED.
Fu: 407.339.4839
PARTIAL LIEN RELEASE

nm UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN nm
AMOUNT OF $174.925.00 / CHECK 2222 nm UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHI' TO CLAIM A LIEN FOR LABOR,
SERVICES, OR MATERIAL FURNISHED THROUGH 6/15/24 TO BLUE OX ENTERPRISES, LLC. TIIlS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF a[! FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON TIIE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINilY GAR.DENS
Nee of Blue Lake Ave & Beresford Ave Deland FL 701400000150 I 16011701180
DATED:  1/ , 'f

BY	
Cen1ral Florida Llftstatlons, Inc.

STATEof	f(.O
COUN1Y of  V,wsp
SWORN TO AND SUBSCRIBED BEFORE ME nns IS	'f iii 	DAY OF
J:u1y	•2024.

MY COMMISSION EXPIRE' '-! CHRISTOPHER NEIL FISHER

SIGNATURE OF NOTARY PUBLIC
PRINT, TYPE OR STAMP	*,!';I£I&_*,.
Notary Public, State Of floridft Commissioo No. HH 1021193
•"  My Commi sion Expires: 3'"10/202S

PERSONALLY KNOWN	OR PRODUCED IDENTIFICATION
	TYPEOFIDENTmCATION PRODUCED.
Fax: 407.339.4839 PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $17,718.88 / CHECK 2223 RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 6/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIYER DOES NOT COVER RETENTION EARNED TIIROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES
ON TIIE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150116011701180

DATED: 7.9.2024
'.--
.-..
BY•	- - -	(	.
I
CORE&MAIN

STATE of	Missouri COUNTY of St Louis
SWORN TO·AND SUBSCRIBED BEFORE ME THIS IS	9th	DAY OF
,1111y	, 2024.

lW½l)
SIGNATURE OF NOTARY PUBLIC
MY COMMISSION EXPIRES: PRINT, TYPE_ORSTAMP
EATHER OAWH UME
"otary Publk • Hotl.ty SHI
St Char Counly - St t af Mlssour•
Commluton HumMr 21l910.tt
- Commb\k)h txpltff ..Q	t . _z

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 6/15/24 TO ATLANTIC DIRECTIONAL DRILLING. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150116011701180

DATED: 7.9.2024
;": ---..
BY:	j' 
CORE&MAIN

STATEof	MISSOURI
COUNTY of  St . LQuis
SWORN TO-ANDSUBSCRIBED-BEFORE ME THIS IS	9TH	DAY OF
JULY	, 2024.

	IJ
SIONATURE OF NOTARY PUBLIC

MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP
HEATHEROAWN LAME
NGC.,.,. Publk • tilotlty Se.al
St Cha,le\,ny •St,te of Mlnourl
4 JAy :' ': :i :	iia

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 6/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
101400000150 I 160I1101180
DATED,	f \'V-1
'
BY:_	-=-...:.=..-¥--1.-- +---

STATE o"f Jci"J_O, COUNTY of_	\-	
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	,r	DAY OF cbAh	= , 2024.

MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

PERSONALLY KNOWN 	 ,, OR PRODUCED IDENTIFICATI

 -"bcS't e-e12 e c> e:
_,· • ' •	CHARLES R TAY OR
tftm\; Notary Public • State of Fiona
}¥ -;;-	Commis1ion # GG 986985
- o,·r(o •  My Comm. Expires Aug 7. 2024
Bonded through National Notarv A11n.
,:;;,,,: .....-...

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED TIIROUGH 6/15/24 TO BLUE OX ENTERPRISES, LLC. TIIlS
wAIVER DOES NOT COVER RETENTION EARNED THROUGH TIIE DATE OF nns
RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPER1Y: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 J 160 j 170 j180

DATED:  /-1.-Lt 

BY:.		
CRUSH SUPPI.LC
./'	/
Ow
=ti' lhHo
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS  0.th
,2024.	-
DAYOF

4P
SIGNATIJRE OF NOTARY PUBLIC

MY COMMISSION EXPIRfl m	LESLIE WILLIAMS
PRINT TYPE OR STAMP	Notary Public-State of Florida
,	S:C	r,.i, Commlssfon # HH 402225
$	My Commission Expires ''		May 23, 2027

PERSONALLY KNOWN	OR PRODUCED IDENTIFICATION
------
TYPE OF IDENTIFICATION PRODUCED.

BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, FL 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE
THE UNDERSIGNED LIENOR. TN CONSIDERATION OF PARTIAL PAYMENT TN THE AMOUNT OF Sl,213.30 / CHECK 2224 THE UNDERSIGNED IN SAID AMOUNT. WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 6/15/2024 TO BLUE OX ENTERRlSES, LLC. TI-11S WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL 70140000015011601170 I 180

DATED: JULY 9, 2024

  t:iiEN w-A-SKETIEhFFICEMANAGER FLASH-RITE. INC

STATE of FLORIDA COUNTY of SEMINOLE

SWORN TO AND SUBSCRIBED BEFORE ME THIS IS 9TH DAY OF JULY. 2024.

MY COMMISSION Bv(P1		;
PRINT, TYPE OR SllJtM \-.	S/\MMJTHAMUMPl::R
- ::\- - ':·-F-' MYc,ow.11s.s10N: HH289457
iL:(:i/:_:::	EXP,RESo:vemrcr1S.2026
••••• =u "	•-ir;;• iwii'i	

PERSONALLY KNOWN	X	, OR PRODUCED IDENTIFICATION
-------
TYPE OF IDENTIFICATJON PRODUCED.

BLUE OX ENTER.PRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE

THE UNDERSlGNED LlENOR, IN CONSlDER.AT10N OF PARTIAL PAYNIENT 1N TH£ AMOUNT OF $7,344.38 / CHECK 2225 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAlM A LIEN FOR LABOR.
SERVICES,	OR	MATERIAL	nm.-.i-..TISHED	THROUGH	6/15/24	TO	BLUE	ox
ENTERPRISES, LLC. TI-ITS WAlVER DOES NOT COVER RETENTION EAR.J"\fED THROUGH THE DATE OF THIS RELEASE IN THE A.MOUNT OF n/a FOR LABOR. SERVICES, OR MATERJAl,S FU:RNlSHED AFTER THE ABOVE T.:>ATE-.	•
ON THE JOB OF: 1.ANDSEA HOMF.S
ON 11-IE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 I 160Il701180

DATED:   7-· 9 - 2. Lj

BY:	[,J,  A
IVETlC TRUCKIN  ---  -=-

STATEof  'FL
COUNTY of S iVl_ , wt..13-

SWORN TO AND SUBSCRIBED BEFORE 'ME THIS IS

9-rl-l	DA¥OF
-·L- -'-j	,	2024.
	tlu; _/¥ -
SIGNATURE Of NOTARY PUBLIC
:MY COMMISSION EXPIRES:  ·:::rh (r;I ez,.C>l-S­
PRJNT. TYPE OR STAMP

PERSONALLY KNOWN	/		, OR PRODUCED IDENTIFICATION
,.		TYPE OF JDENTfFlCATlON PRODUCED.

"----- ---=	1·
-. ::· ·•-.	i  i'H• (, 1 •IJ\tjj J11V
"' I	'	I  t  I  /,	;t•• •.,I J l, r1,l·1
• !"""r •	111, I	11 1'  I  J jr,r ,  I
'  <..JJ'..	'  II	• '  :  ,·	I
 ,,' ' ' '	-	-	'_ I' !' .	. ·-_,I
::._---='lr" . !'"i:"" --- --
'703't

BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339,4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE
THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $1,534.88 I CHECK 2226 THE UNDERSIGNED IN SAID AMOUNT. WAIVES AND RELEASES ITS LIBN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 6/15/24 TO BLUE OX ENTERPRISES, LLC. TIIlS WAIVER DOES NOT COVER RETENTION EARNED 1HROUGH TIIE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150116011701180
DATED: 1.9·l0dll

BY,
MACK CONCRETE INDUSTRlES

STATE of/fr/&­
COUN1Y of	;::;,_)- 
SWORN TO AND SUBSCRIBED BEFORE ME nns IS	<j?		DAY OF
,2024.
i!  -4:::... -l."- 'IQ.:l!C".:o .=., ::..:::•\, 
/l······. ;-.,	CONNIEBEST	fi MY COMMISSION EXPI,'.: _fr,,  };] MY COMMISSION#HH254325 B PRINT, TYPE ORST )···lf r:f.;?.::-··  EXPIRES:August17, 2026
.u:: ,::-......- :;..--..._s:-.: •-=- •-.i::.:;.  • .; ':,".·;U

PERSONALLy	KNOWN  L		.OR PRODUCED IDENTIFICATION
	 TYPE OF IDENTIFICATIONPRODUCED.
PARTIAL LIEN RELEASE

TIIB UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN TIIB AMOUNT OF $10.00 / 100 TIIE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LlEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED TIIllOUGH 6/15/24 TO BLUE OX ENTERPRISES, LLC. THIS
WAIVER DOES NOT COVER RETENTION EARNED TIIllOUGH THE DATE OF nns
RELEASE IN THE AMOUNT OF $2,518.75 OR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER Tiffi ABOVE DATE.
ON Tiffi JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Av_e & Beresford Ave Deland FL
701400000150 I 160I170I180

DATED: July 9, 2024
---.c-3	:,1-  	
BY:	{	,'1
Middlesex Paving,1.fLc	'- 

STATE of Florida COUN1Y of Orange
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS 9 DAY OF July, 2024.

 7.	 ,1)9	
SIGMATUREOe?4OTARY PUBLIC
"".::- _,. .. --  ....  -1-u- ·	,.1
1. _,. ;:_;·:,;,;ii.••....	MAGDA I REYES	'
MY COMMISSIONEXPIRE )'{? \ Notary Public. State ofFlorida
PRINT, TYPE OR STAMP	t t,1]!:}	commissionIt HH062094
11··••...o, !\ -- My Comm. Expires Mar ; , 2025
\	Bonded through National NotaryAssn. ':'
..........·....• -•,1: ·,v." ,...:. _; 1 .;.

PERSONALLY KNOWN 	,OR PRODUCED IDENTIFICATION
------
TYPE OF IDENTIFICATION PRODUCED.

MPLLC#43919
PARTJAL LIEN RELEASE

TI-IE UNDERSfGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $1,793.20 / CHECK 2228 THE UNDERSIGNED IN SAID AMOUNT, WAIVES Al\1D RELEASES ITS LIEN AND RlGHT TO CLAIM A LIEN FOR LABOR, SERVICES. OR MATERIAL FURNISHED THROUGH 6/15/24 TO BLUE OX ENTERPRISES, LLC. TI US WAIYER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE LN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON nm JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
70140000015011601170 !180

July 9, 2024

B¥=·=¥:=::::--3--e::= ---

STATE of California
COUNTY of..	los}\nge s
S'YORN TO AND SUBSCRIBED BEFORE ME THIS IS	Cj	DAY OF
·	I L	2024.
..,.
r i(1 r /{fi'I a:l	

SIGNATURE O'F NOTARY PUBLIC
MY COMMISSlON EXPIRES: PRJNT, TYPE OR STAMP

PERSONALLY KNOWN	1/		, OR PRODUCED lDENTIFICATION
	TYPE OF lDENTfFICATION PRODUCED.

PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 6/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: 1RINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 I 16011701180

DATED: 0tA \y	\0
1
1,0 }\{

B : 1
Newman Tractor, L'te

STATE of  4-vd
COUNTY of	
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS
, 2024.

LO	DAY OF

MY COMMISSION EXP PRINT, TYPE OR STAMP

PERSONALLY KNOWN	\/		, OR PRODUCED IDENTIFICATION
	TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 6/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRTNlTY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
7014000001501160 I 1701180

DATED:  7(9/2-'-f-     _

BYci 
Pavcrscape Inc

STATEof  FlohdO.
COUNTY of Q R,
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	9	DAY OF 2024.

SIGNA	IC
MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

PERSONALLY KNOWN	/		, OR PRODUCED IDENTIFICATION
-	TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 6/15/24 TO PAVERSCAPE. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Del FL
701400000150I16011701180

DATED: . ::J·g. 8 

BY:SYNERGY RENTS	V  \\ / L	

STATE of  .{:"L..
COUNTY of  6RAt\)9&'(	r+J,,,
SWJllil'H'  AND SUBSCRIBED BEFORE ME TH1S IS	2£.	DAY OF
-	u,.  ----· 2024,
'	Ld

MY COMMISSION EXPI
:.JJ111•v4,. Notary Public State of Florida
,-.. "'S;t11phanie A Stanger
•••• 'OTARY PUBLIC
PRINT, TYPE OR STAMP	•\•:. ,I,. My Commlnion
oir-	Exp. e1231202s

PERSONALLY KNOWN/		OR PRODUCED IDENTIFICATION
	TYPE OF IDENTIFICATION PRODUCED.

ULlJE OX·ENTERPRISE$,:LLC
:50.0 N0,rtb Way. . -
• .s.-.ntord;.Fl0.rlc:b.3l2773 •
Tel: 07339 4800	•
Fax: 407 39.4839
rA.l.IJt,U. LmN l,EASE
Tl.¢ UNI> i<J$P u o if-Ic¢Ij$lPijAATioNoF PAAtiAL PAYMENT m.nm
AMOTJNTOP 17.52 tCBE<;K 2230THE UNDERSIGNED IN SAID AMOUNT, WAIVES
BA;SESI'rSLmN:AliIDI{IQRTto ci..Anv,t A L@NFOR L Oi4 snaVI<:$$, QR. MATEJUAL FURNlSlJEP QlJGH 6/15·TOBiUE QX JNTEJUllUSES, Ltc. THIS WAIVER DOES NOT COVElt RETEN1tt>N EARNBO nm.oUGH nm PATE, OF nus
. R&LEA$E: !N- . OUN'r Pf n/d ·FOR tABQ ·.SERVICES;-.OR MA.TElUALS
SHED AFTJ:tRTiffiABOVEDATE.	••	•	•	••• •	••	·

-..·

ON'J.'ilE10:$ QF: EA	HQM$S.
ON''flmFQLLO\VtNGl)ESCRlBEO l,lROPERTY.:TRINITYGARDENS
Nee'otB)ue LakeAve &BeresfordAve Deland FL•	•
701400000150 I l60I t10,i1so·

J)A'l'El):	July 9, 2024 ..

BY;_. t/..J..4x4 . ·-	•... va    L
WASTEPllo··.  -	. .	•.

STATEof· FL,OFUDA
COUNTY of Seminole.. 	
SWORNTOAND SUBSCRIBED BEFORB ME nnsJS	9th

DAYOF
July.,	 • _	_,2Q'.Z4.	- •
Sef-67roiiii"oritOTAR IC	MYCOMMISSION EXPIRES-.:. !'!!. "'1;,	CRYSTALDUNLAP
ExpiresDecember 11,2024
-, OFFl.o'<'	BondedThru8udgalNolalyS9NlteS

PER,$0NALLY I<NOWN	X	OR PRODUCED IDENUFIC.A:TION TYPE OFIDENTIFICArtONPRODUCtm.

TRINITY GARDENS
FINAL	4'\s

4JAYS

CFL

IRECTIONAL
_n;fcoRE&MAIN
CORE&MAIN / ATLANTIC DIRECTIONAL tOUNTY-
CRUSH
EQUIPMENT SHARE/ C VARGAS
$FLASH Rl11E jVETIC
§MAGK
-MASCHMEYER m;MIDQLESITTAVlr::!G
l'JATIONALTREl'-JCWSAttETY
tJEWMANRACTOR
$1!_AVERSCAPE
EFERRED MATERIA[ rPRECISION SITE SOCK IT	--
SYNtRGY/PAVERSCAPE WASI_E PRO

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT 1N THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR
MATERJAL FURNISHED THROUGH 7/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF nns
RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee ofBlue Lake Ave & Beresford Ave Deland FL 701400000150 I16011701180

STATBofM-512.1A. COUNTY of\ (l)L..J..{ S;,	A

 ORN TO AND SUBSCRIBED BEFORE ME THIS IS	l,,	DAY OF
<;:,c.ts---f	, 2024.

	\ AA--°'I>-• 0Q	MY COMMISSION EXPIRES:
sIGNA'TIJRIQ!ihi c/	PRJNT, nm;	OR STAMP

PERSONALLY KNOWN	/	, OR PRODUCED IDENTIFICATION
------

TYPE OF IDENTIFICATIONPRODUCED.
--
i4Notary Public Slate of Florida
Diane Ann Zaolla
1	I'll	M Commission
4	•	HH 186773
	.E..xp.11I1s1202s

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WANES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 7/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON lHE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
7014000001so J 160J17011so

DATED:	August 61 2024
BY:kaw)	
ATLANTIC DIRECTIONALLLING

STATE of Florida COUNTY of Orange
SWORN TO AND SUBSCRIBED BEFORE ME lHIS IS	6	DAY OF
August	, 2024.
Ctt 11-f! f' 1bti:t
SIGNATURE OF NOTARY PUBUC

MY COMMISSION EXPI PRINT, TYPE OR -STAMP /

PERSONALLY KNOWN	OR PRODUCED IDENTIFICATION
	  TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 7/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150I16011701180

DATED:	&,l Jcr

BY:
Central Florida Liftstations,Inc.

STATEof \-\	-<:_,
COUNTY of Sc£!	\.-=£	,
SWORN TO AND SUBSCRIBED BEFORE ME THIS ISl
b.:....,C)  ..	,2024.	•	••
l

DAYOF

SIGNATURE OF NOTARY PUBLIC
MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

PERSONALLY KNOWN 	, OR PRODUCED IDENTIFICATION
-	TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $609.50 / CHECK 2860 RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 7/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 j 160I170I180

DATED: 8.6.2024

BY:	e.w,<,t
CORE&MAIN
1-1

STATEof MISSOURI
COUNTY of St . Louis
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	6TH	DAY OF
AUGUST	. 2024.

	[)
SIGNATURE OF NOl'ARY .PUBLIC
MY COMMISSION EXPIRES: PRINT, lYPE·OR STAMP·
Ht.\TH-!R 0AWNU.NE
NDUry Publk - Ho:t,rySHI
St Chat!ClCaunty • St•ll'Of MIH0Ul'I
Comff'dUi NuMt>et 21lt104t
My tom111iuk1n[xplt Nov 1S, 2015
PERSONALLY KNOWN	XXXXX	, OR PRODUCED IDENTlFICATiON
	TYPE OF IDENTIFICATION PRODUCED.
Fax:- 407.339.4839

PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 7/15/24 TO ATLANTIC DIRECTIONAL DRILLING. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150I16011701180

DATED: _J!._§_.20i

BY: 		'H"#-'
CORE&MAIN

STATE of MISSOURI
COUNTY of St . Louis

SWORN TO AND SUBSCRIBED BEFORE ME IBIS IS	6TH	DAY OF
AUGUST	, 2024.

I)
SIGNATURE OF NOTARY PUBLIC

MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP
MEATMUDAWNUH£
Notary P bl'c:• Motil•I
St Cttarlc!-5County • Sm• of Mls.ot.1rt Cc:immtufon Number 211t10,9 My_C0trimruion D:p,irft Hov_ts, 2015
PERSONALLY KNOWN xxxxx	OR PRODUCED IDENTIFICATION
-	TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 7/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JO13 OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
1014000001 so I 160 I 110 11so
DATED,  2/!.(i2!:1

HY;

--+-  ----+--------- -

STATE of h I.JV'IJ t,, 
COUNTY of	I  M,Lc.../
SWQRN TO AND SUBSCRIBED BEFORE ME THIS IS	lo	DAY OF
LV\V)t	, 2024,

SfGN¼·r OFNITf A'RY	PlVBUC
MY COMMISSION EXPIRES:
-PR1NT, TYPE-OR STAMP

PERSONALLY KNOWN 	 ,OR PRODUCED IDENTIFICATION
-	TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUl\1T, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 7/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF o/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 I 160j1701180

DATED:	'?l-2L/
J
BY ;- -t[  &.,L ':' 1
CRUSH SUPP ,Y LLC

STATEof  flOt\M..  •
COUNTY of VQ \ \.AS\G\.

FORE ME THIS IS	(0th	DAY OF

MY COMMISSION EXPIRES:,---------	.._,,
PRINT TYPE ORSTAMP	•	Notary ll'11llllc Stale •f Flotida
'	lllli-i-f.fillill
1'achelle L Elias
My Co mlHitn HH 337599
Ex,m1s 12111202&

PERSONALLY KNOWN			. OR PRODUCED IDENTIFICATION

BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, FL 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE
THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $1,174.16 / CHECK 2861 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES 1TS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES. OR MATERIAL FURNISHED THROUGH 7/15/2024 TO BLUE OX ENTERRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
1014000001so I 16011101180

DATED: AUGUST 6. 2024

 ! filfN h ;0iIT,t OFFICE MANAGER FLASH-RITE. INC

STATE of FLORIDA COUNTY of SEMINOLE

SWORN TO AND SUBSCRIBED BEFORE ME THIS IS 6TH DAY OF AUGUST, 2024.

MY COMMISSION EXPIR,f§/  ---	SAMANTHAMUMPER
PRINT, TYPE OR STAtvt;('-' '\;1 MYCOMMISSION#-HH289467 •
\	-£/	EXPIRES:November 18,2026
··•tRr.r:l•'

PERSONALLY KNOWN	X	, OR PRODUCED IDENTIFICATION
BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE
THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 7/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL 7014000001501160\1701180

DATED:	08-06-2024

BY:
IVETIC TRUCKING

STATE of ,"--F=lo"""ri=da,,	_ COUNTYof_S e=m=in o le0 		
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	6th	DAY OF
August	, 2024.
?-.7	_I::-?>
----		c::::::::r-
SIGNATURE OF NOTARY PUBLIC
MY COMMISSION -EXPIRES: PRINT, TYPE OR STAMP

PERSONALLY KNOWN /- ,OR PRODUCED IDENTIFICATION
-	TYPE OF IDENTIFICATION PRODUCED.
.'fr:.- ..,,. •-"	• m--.	r 
.,:'.' -"i.'f;,,,	fVIl\ 1°:KO l)t I\,'I\LI/\ K
(.;'L,.if·ii.:{/! t.11v F'uhl1c-S1.11c- ot I !onrt,._,1t!
0.·7tr-\-J,: ,_,•,•rnmt,,<;1on ,: !IH 10803,l
V ·-:,,·	,._./	iviv Con;:·,1,s::;1on F. ,pn?s
fi	.: · --	,.July l G, ?02'j
, ::c--1.-..:; 4. _.::..:.:,::.: • .:::::u. .l!, .a::t
:J1f/3¥

BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE

TIIE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $2,713.60 / CHECK 2862 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 7/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150116011701180

DATED:  <3'.{p,10d.l.J
BY: 11 +JwuJ
MACK CONCRETE lNDUSTRIE
:- 1J

ORE ME THIS IS
tR_<tL DAYOF

MY COMMISSION EXPI PRINT, lYPE OR STAMP

PERSONALLY KNOWN		, OR PRODUCED IDENTIFICATION
	TYPE OF IDENTIFICATION PRODUCED.
BLUE OX ENTERPRJSES. LLC
500 North Wuy
Sanford, Florida 32773 Tel: -107.339A800 Fax: 407.339.-1839
PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYI\IENT IN TIIE AMOUNT OF SI0.00 / 100 TllE UNDERSIGNED IN SAID AMOUNT, W,\IVES ,\ND RELEASES ITS UEN AND RIGI IT TO CLAIM A LIEN FOR LABOR, SERVICES, OR
I\IATERIAL FURNISIIED THROUGII 7/lS/24 ro BLUE OX F. TF.RPRISES, LLC. TIIIS
WAIVER DOES NOT COVER RETENTIO EARNED TIIROUGll THE DATE OF TIIIS RELEASE IN THE AMOUNT OF n/a FOR LABOR. SERVICES, OR r,..,tATERIALS FURNISi IED AFTER THE ABOVE DATE.
ON THE JOB OF: LASl>SEt\ no n:s
ON THE FOi.LOWiNG DESCRIBED PROPERTY: TRINITY GARDENS
Nee ofUluc Lake Ave & Beresford Ave Ocland FI.
701400000150 I 160 I 170 It 80

DATF.D:	August 6 1 202-1

BY, a,i,		....
MASCIII\IE'\'ER co:--; :.r.:;:	.._.. •••••-	·.

STATE of_Fl.orida 	 _
COUNn' of	Palm Beach
SWORN TO AND SUBSCRlllEO BEFORE MF. Tl IIS IS	6	OJ\Y Of AtH!llst . 2024.

'VJ.Lu.e.a·
SIGN.'\ rURE OF NOTAR\' Puotic
IY COMMISSION EXPIRES: 08/:25/2028
PRINT, TYPE OR STAMP: f-mkrica Lipman

PERSOJ\:AI.LY KNOWN 	 X		. OR PRODUCED l IJC..,.t\TIOX
	TYPE OF IDENTlr-lCATION PRODUCE
S00 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839
PARTIAL LIEN RELEASE

TIIE UNDER.SIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN 1lIE AMOUNT OF S138,097.80 / CHECK 2864 TIIE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, S.ERVICES, OR MATERIAL FURNISHED THROUGH 7/1S/l4 TO BLUE OX ENTERPRISES, LLC. TinS WAIVER DOES NOT COVER RRTE.NTTON EARNED
THROUGH THE DATE OF nns RELEASE IN TIIB AMOUNT OF !!lrf'OR LABOR, SERVICES, OR MATERIALS FURNISHED AF1ER1lIE ABOVE DATE.	1$ l\	ib 'l,.q5"
\
ON THE JOBOF: LANDSEAH0MES
ON nm FOLLOWING DESCRIBED PROPER1Y: TRlNITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
7014000001501160I 1701180

DATED:  AujfAd	?.oi:'(
'
BY:		 ,	
Middl ea:raving, LLC

STATE of Flo.,,,d_(A. 
COUNTY of Uravtri<....
sA ORN TO AND SUBSCRIBED BEFORE MBnns 1s	(p	DAY oF
91,,! l:::	,2024.
J
//4f!1?;-:;
----- ---...
SIGNATURE OF 12"ARY PUBLIC

M¥·COMMISSION·Bxt2TRHS: PRINT, TYPE OR STAMP

PERSONALLYKNOWN	,.OR PRODUCED IDENTIFICATION
-	i"YPE OF IDENTIFICATION PRODUCED.
Mpu..eitt. L'/3q11
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839

PARTIAL LIEN RELEASE

Tiffi UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN TIIE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 7/15/24 TO BLUE OX ENTERPRISES, LLC. TIIlS WAIYER DOES NOT COVER RETENTION EARNED TIIR.OUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON TIIE JOB OF: LANDSEAHOMES

ON TIIB FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150116011701180

DATED: I""\   ,, 'Ai ,,.,,..,.
STAfE"of	TEXAS
COUNTYof HARRIS
SWORN TO AND SUBSCRIBED BEFORE ME TIIlS IS	7th	DAY OF	. , 111 • , ,
August	,2024.	,,' "'t,lWILSO;v',,
,'	\0•1256	,
.'.
..
._,f  ":<P(j,_J,.._..	"-:,.
0 'r	'{:	..
Ju	MYCOMMISSIONEXPIREs{	"ki	-
,OFNOTARYPUBLIC
PRINT, TYPE OR STAMP	-;.	<-,	:
di>.	y ..
, .... l · of i-1&.f .........
',, f,_ll.EXll·"°' 'I,,,,
''•111111'\
PERSONALLY KNOWN	X	OR PRODUCED IDENTIFICATION
	 TYPE OF IDENTIFICATION PRODUCED.
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE
THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERlAL FURNISHED THROUGH 7/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL 701400000150 I 160 I 170 1180

DATED:	 	1 '.)..b I.(

BY:0Jl	
Newman Tractor, LLC
STATE of	\.l..u¼,
S RN TO AND SUBSCRIBED BEFORE ME THIS IS	{J!tj;, DAY OF
 w:	·'  ,	2024.

MY COMMISSION EXPIRF", o o o.o c o e e e cs cf 
PRINT, TYPE OR STAMP
CHRYSTAL L. CLEMONS
Notary Public Commonw!!alth of K!!ntucky
Commission Numbl!r K'l'NP64797 My Commission Expires Feb 20, 2027

PERSONALLY KNOWN/		, OR PRODUCED IDENTIF1clno
-	TYPE OF IDENTIFICATION PRODUCED.

Sanford,·.Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839

PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $111,047.00 / CHECK 2865 THE UNDERSIGNED IN SAID AMOUNT, WAlVES AND RELEASES ITS LIEN Ai'\TD RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 7/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF Tms RELEASE IN THE A1\.1OUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRJBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
101400000150 ! 160!1101180
DATED:	g Ii,/ 2-t.f

BY:d
Pavcrscape Inc

STATE of l==\ 0 V IcA CA
COUNTY of  OY-w-@£:
SWORN TO AND SCBSCRIB.ED BEFORE ME THIS IS	6	DAY OF l\1A91A ±:	, 2024.
O t.Q»ng.\ o

MY COMMISSION EXPIRES1	.........	I

SIGNATURE 'e)f NOTARY PUBLIC
PRINT, TYPE OR STAMP	tl · t5:\
\ ; / :J
-- · :f ? :,,'
ASHLEY FUCHS
MY COMMISSION# HH571821
EXPIRES: November 15, 2028
PERSONALLY KNOWN xi	,OR PRODUCED IDENTIFICATION
	TYPE OF IDENTlFICATION PRODUCED.
WAIVER AND RELEASE OF LIEN
(Section 713.20(4) Florida Statutes)

231468
This instrument Prepared by: CARMEN HESS
PREFERRED MATERIALS INC - CONCRETE ATTN: COLLECTIONS DEPT
4636 SCARBOROUGH DR
LUTZ FL 33559

The undersigned lienor, in consideration of the progress payment in the amount of $10.00 hereby waives and releases its lien and right to claim a lien for labor, services or materials furnished through 07-31-2024 to PRECISION SITE SERVICES (customer) on the job of TLC TRINITY GARDENS LLC (owner of the property), to the following described property:

MARTIN LUTHER KING AND 44, DELAND, FLORIDA, TRINITY GARDENS, A PORTION OF LAND LYING IN SECTION 14 TOWNSHIP 17 SOUTH RANGE 30 EAST, VOLUSIA COUNTY, FLORIDA.

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

DATED on AUGUST 12, 2024

PREFERRED MATERIALS INC - CONCRETE ATTN: COLLECTIONS DEPT
4636SCARBORO U	D
LUTZ FL 33559	  	c::>
By:	 -- --...,,,=-------
CARMENHESS
COLLECTIONS MANAGER

Sworn to (or affirmed) and subscribed before me by means of PCJ physical presence or [ ] online notarization, this 12 day of AUG{JST, 2024 by CARMEN HESS (name of person making statement).	,.,,,,,'''! 1 ,,,,,,,.,
,.\,\,<i;•.••••••• 11.'..·'½
W•• 1SS10,,,;,::'1-c;,
G.•·,ss9-\) Y3'1'4 :-<P-
: Ii.	u,  i
=*.·	:*:
Signature of Notary Public - State of Florida	Print, type or stamp name of notary pub ·...,, b.  11114
"9.: •'o>!t'tded ' ., •• (I}
;:_.f•in tnsut' •• o
f.xl
.	.	,;(/al;-··· c ,,._#-
Personally Known OR [ ] Produced Identtficat1on	,,,,,,;;, 111,,,,,-:
Type of Identification Produced 	

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 7/15/24 TO PAVERSCAPE. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF ,!!L! FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
1ON THE JOB OF: LANDSEA HOMES
1([)N THE FOLLOWING DESCRIBED PROPERTI\: TRINITY GARDENS
ec  of Blue Lake Ave & Beresford Ave Deland If
701400000150116011701180
DATED:	'if,4'·ail

BY:
SYNERGY RENTS

STATEof·-fL---
.,...:,,...'-----
COUNTY of ciR (
Lo	DAY OF

'---:	.r--z'---	 _	_, 
MY COMMISSION EXPI
SIGNATURE OF NOTARY PUBLIC
PRIN,T TYPE OR STAMP

P,ERSONALLY KNOWN/		, ORPRODUCED IDENTIFICATION
-,--	TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RlGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERlAL FURNISHED THROUGH 7/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS
RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCR1BED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL 1014000001so I 160111011so

DATED:	8/6/24

BY:	fJ
WAS1EPRO

STATEof  FLORIDA
COUNTY of SEMINOLE
SWORN TO AND SUBSCR1BED BEFORE ME THIS IS	6th	DAY OF
August	, 2024.

 SIGN7LtiREoF)NOLTARYyP I.JC
MY COMMISSION EXPIRES:	.,._ Pub	CRYSTALDUNLAP 71
PRINT, TYPE OR STAMP	:.····· \  commlssion#HHOB72
@	,., ExpiresDecember 11,2024 ti. # Boni!edlllru6udgelNolarySeNiCH toff\.o

PERSONALLY KNOWN	X	OR PRODUCED IDENTIFICATION
	TYPE OF IDENTIFICATION PRODUCED.

TRINITY GARDENS

-4JAYS""
.CF CORE&MAIN
CORE&MAIN / ATLANTIC DIRECTIONAL
-COUNTY CRUSH/
. EQUIPMENT SHARE/ C VARGAS/ c1lMACK
·MIDDLESEX PAVING/
, NEWMAN TRACTOR/
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7

BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RJGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 03/15/2024 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: OAKVIEW
W. KELLY PARK RD & ROUND LAKE RD APOPKA, FL 32712
PARCEL ID 14-20-27-0000-021 / 14-20-27-0000-084 / 14-20-0000-005

STATE oficl\ 1v. • .,(2., ,
COUNTY of O
A	'f} AND SUBSCRIBED BEFORE ME HUS IS _	9	DAY OF
-"' """R""""""'""	'' 2024.

MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP
/
PERSONALLY KNOWN	V 	,OR PRODUCED IDENTIFICATION
	 TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVLCES, OR MATERIAL FURNISHED THROUGH 03/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THJS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
1014000001so 116011101180

DATED:    l<o[-zj

BY:   .cUj,   
Central Florida Liftstations. Inc.

STATE of  \:1,Ol?IDA
COUNTY of	,!Ql,vSt:8
SWORN TO AND SUBSCRIBED BEFORE ME THlS IS	 ,Ft	DAY OF
Ap c	,2024.
,	;ti.	•  A
SIGN	NOTA  Llc

MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

_/
PERSONALLY KNOWN _	 , 		  , OR PRODUCED JDENTIFICA TION
	TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $126,396.40 / CHECK 84273 & $2,077.44 CHECK 84280 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 03/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: OAKVIEW 605 COMMONWEALTH AVENUE ORLANDO, FL 32803
PARCEL ID14-20-27-0000-021 / 14-20-27-0000-084 / 14-20-0000-005

DATED: 4.9.2024
BY=	( j _giudkrrtda.Jmid
CORE&MAIN

STATE of Missouri
COUNTY of St . Louis
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS . _ 9tlJ
April	• 2024.

DAYOF

MY COMlv:IISSION EXPIRES: PRINT, TYPE OR STAMP
HEATHER OAWN LANE
Not,wy Public • Not..l";' Stil StCh•k-$Counly • St•t• of MIJWUrt Ccmmtufon Numt».r 211t10•9
My Commtulon£aplrfl Hov 15, 202s
PERSONALLY KNOWN	XXXX	OR PRODUCED IDENTIFICATION
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THE UNDERSIGNED LIENOR. IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR. SERVICES, OR MATERIAL FURNISHED THROUGH 03/15/24 TO ATLANTIC DIRECTIONAL DRILLING. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEAHOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 I 16011701180

DATED:  4/24/2024
-
BY:   (,l OIUl/4a1·)11
CORE&MAlN

STATE of MISSOURI
COUNTY of ST. LOUIS
SWORN TO Al\TD SUB.SCRIBED. BEFORE :ME THIS IS.	24	DAY OF
APRIL	> 2024.
,,-	..,..	.,.....

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MY COMMISSION EXPIRES:} e  e  o  •  •  :r o  ,,, e  e  •  e f
SIGNATURE OF NOTARY PUBLIC
PRINT, TYPE OR STAMP
El.EE" DREW
•let.Vy Public" • Notary Se11I
s ouis County • Stdte of Missour· Commissio:, Mumcer 23070074
1-,My Ccmrr.ission fxp,re,  o.,, 14, 2027
----	U 49<£
PERSONALLY KNOWN	X	, OR PRODUCED IDENTIFICATION
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THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN Tl-IE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 03/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150I16011701180

DATED:

BY:	
	
CountyMariasCorporah

STATEof h. lr
COUNTYof_ l =--=-- 
1RN TO AND SUBSCRIBED BEFORE ME THIS IS	( 	DAY OF
'	2024.

MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

PERSONALLY KNOWN 	 ,OR PRODUCED IDENTIFICATION
_..TYPE OF IDENTIFICATION PRODUCED.

..._,,::..._ ...,_,.,.,dl'>dC'>b-<>,e:---c,-0-  <> 'I
,	Notary Public State of ti.wida•
/'•	t<ara D Dewberry  ;;	I\
.  '	M, Commiss,011	'
Ii,  ;Ii)	'1	HH 26$'325	t.'
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THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE IDU)ERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 03/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF TillS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRlNITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150\1601170 \180

DATED:	Lj- 9-2£(

BY:	&i,1//1 /1, J1.,N./ /c::
CRUSH SUPPLY LLC  ,	

STATE of	t\or-lda
COUNTY of \{Q l U2)l8
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS			DAY OF
Ar I l I	,2024.
1  A-Jt(/.1 /J.i J.L[CkrY',
SIGNATURE OF NOTARY PUBLIC

MY COMMISSION EXPIRE'i-i;;.;S:.......,,_.-  ..........-.	,	
PRINT, TYPE OR STAM

PERSONALLY KNOWN	,OR PRODUCED IDENTIFICATION
	  TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 03/15/24 TO C Vargas Construction LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS
RELEASE IN THE AMOUNT OF !!ill FOR LABOR, SERVICES, OR MATERIALS
FURNISHED AFTER THE ABOVE DATE. ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150116011701180

DATED:	4.11.24

\
BY:	)-"l.r.c.,. t I ruh')
EquipmentShare

STATEof	MO
COUNTYof_B_o_o ne 	_

SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	11th
April	, 2024.
DAY OF

MY COMMISSION EXPIRES: 9.2.24 PRINT, TYPE OR STAMP

PERSONALLY KNOWN	x	OR PRODUCED IDENTIFICATION
	TYPE OF IDENTIFICATION PRODUCED.
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BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407 339.4800
Fax: 407.339.4839 PARTIAL LillN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $20,085.94 / CHECK 84274 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERViCES,. OR  MATBRIAL  FUR.i ISHED  THROUGH  03/15/24  TO  BLUE  OX
ENTERPRISES, LLC. nns wAIVER DOES NOT COVER RETENTION EARNED
THROUGH THE DATE OF TIIlS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWINGDESCRIBED PROPERTY: TRJNITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150116011701180
DATED: 4.43, U

BY:
MACK CONCRETE INDUSTRlES

STAT7Eof yt	-
COUNTY of......,...,,..£	,.
T9ANDSUBSCRIBED BEFORE ME nns!S	gd.	DAY OF
JJ	--•":;,, ...
,{9 !!-\•f$£;\	CONNIEBEST
-;KjUQ	MY COMMISSION EXPIRE1"fa(tf1··j:} MYCOMMISSIONlll·IH254325
SIGNATURE OF		YPUBLIC	PRINT, TYPE OR STAMP  l ·-,,, _:. .-'	EXPIRES:August17,2026
',,,Of"f\., ••

PERSONALLY KNOWN /:		, OR PRODUCED IDENTIFICATION
	TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN TIIE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 03/15/24 TO BLUE OX ENTERPRISES, LLC. TIIIS WANER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 I 160I1701180

DATED: pril 8,2024

BY: ---.4'=----::-:c-=--- --------------

COUNTY of Orange
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS 8 DAY OF April, 2024.
C-	_,,--
/14, /J2  •	
SIG&/ATUREO )TARY PUBLIC
ci v.'.•te.---	MAGDA I R:YES
MY COMMISSION EXPIRE..,,.i},: <i::·1 Notary ?ublic -State of Florida
PRINT TYPE OR STAMP	'Ii\\_	commis ion11 HH 062094
'	··.'.to,,.. -- My Comm. ExpiresMar 1, 2025
(i	Bonded through Nationcl NotaryAssn.
 --   -	

PERSONALLY KNOWN 	 ,OR PRODUCED IDENTIFICATION
	 TYPE OF IDENTIFICATION PRODUCED.
MPLLC #43919

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 03/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVlCES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 1160 1170 1180

DATED:  & < \ $  '-'\
BYt, w,l
Newman Tractor,tic  

STATEof
COUNTYof
OL	 TO AND SUBSCRIBED BEFORE ME THIS IS 	.0		DAY OF
f\	, 2024.
\D&,R '1, 0dtfw.---
REJ)F NOTARY PUBLIC

/"'

.,
4 ..

MY COMMISSION EXP ERINT, TYPE OR STAMP,
LESLIE J. PALMER
Notary Public:
:S: Commonwealth of Kentucky
Commission Number KYNP64020
My Comm1sslon Expires Jan -4, 2027
PERSONALLY KNOWN	.	,//'	. OR PRODUCED IDENTIFICATION
-------
TYPE OF TDENTTFICA TION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 03/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
7014000001501160I1701180

DATED: ./4-ph\ 8-,'Z.e?,Af

BY:a{	0
Paverscape Inc

STATE of t=l () r-t"d.
COUNTY of	Or	
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	 th	DAY OF
 n1 	,2024.

SIGNAT i	LIC
MY COMMISSION EXPIRES: 11{15 lZOZ4
PRINT, TYPE OR STAMP	..,,..,~~~~~~A.A..,.,

PERSONALLY KNOWN	)(	, OR PRODUCED IDENTIFICATIO
------
TYPE OF IDENTIFICATION PRODUCED.
BLUE OX El'TERPRISES. LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE

THE UNDERSIGNED UENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES lTS UEN AND RTGHT TO CLATM A LTEN FOR LABOR, SERVTCES, OR MATERIAL FURNTSHED THROUGH 03/15/24 TO BLUE OX E TERPRISF:S, LLC. THIS
WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE or- THIS
RELEASE IN THE AMOUNT OF n/a FOR LABOR. SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON Tl IE JOB OF: LANDSEA H0:'\1F.S

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford AYe Deland FL
1014000001so I 160 I 11011so

DATED:  /)/Ji!!, t  R, .;)a.).'7

BY:	
SOCK"fMJ'EWATERING	v"""

STATE nf	F(o   ·"- 10,q
COUNTY of'	t ,q1e C 

7)..
SWORl"-J TO AND SUBSCRIBED BEFORE ME THIS IS	8-	DAY OF
(f.J?,t/C..,	, 2024.
 -Q-e
SIGNATURE OF NOTARY PUBLIC
....,	•	• • : ;;,,.:.• •;:;{i••7T • : • .......

MY COMMISSION EXP f- iii::-,•	TONI-ANN PIKE  - &:--i
PRINT, TYPE OR STAM [:f tb.,.,···:;;M•.YCOMMISSIONllli.·H044f,9G
·a ·IC'.c:::-.:!-}/	EXPIRES·Dccel'l'ber 20, 20?4
,	..'/·	• t'.as,••d N t..r11'u':'._ n:Jer.,r1!:"
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PERSONALLY KNOWN	OR PRODUCED IDENTTFiCATION----···­
	 TYPE OF IDENTIFfCATION PRODUCED.
..-
BLUE OX ENTERPRISES, LLC
SOO North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 03/15/24 TO PAVERSCAPE. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE
AMOUNT OF !Li FOR LABOR, SERVICES. OR MATERIALS FURNISHED AFTER THE
ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave
701400000150116011701180
DATED:	4.)'..d'-1

BY:S_Y_N_E_R_G_Y_R-EN_T_S,----------4;.--a::+------

STATEof FL
COUNTY of Cff\N9 t..
/--, DAYOF

MY COMMISSION EXPIRES:
PRINT, TYPE OR STAMP

PERSONALLY KNOWN v 	, OR PRODUCED IDENTIFICATION
	 TYPE OF IDENTIFICATION PRODUCED.

BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839
PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 03/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE·OF TIDS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 I 160 I 1701180

BY:	2:==-

STATE of FLORIDA
COUNTY of SEMINOLE

SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	9th	DAY OF APRIL	,	2024.

 SIG&OFINOTJARYP£UBIC

MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

0 r-;_".II/J<t,
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Gommlsslon #HH067271 Er,p,rP.s December 11, 2024
flonuodThruBudgotNota,yService$

PERSONALLY KNOWN	X	OR PRODUCED IDENTIFICATION
	TYPE OF IDENTIFICATION PRODUCED.
,,,----
,,	,7
TRINITY GARDENS	FINAL

4JAYS
ATLANTIC DIRECTIOtfAL '5CFL
_5EicORE&MAIN
CORE&MAIN / ATLANTIC DIRECTIONAL GOUNTY
:3L RUSH
EQUIPMENT SHARE/ C VARGAS
'B FLASH RITE I
l TtC MACK
MASCHMEYER,
MASCHMEYER/ PRECISION SITE
$ MIDDLESEX PAVING
55	NATIONAL TRENCH SAFETY NEWMAN TRACTOR-
PAVERSCAPE
PREFERRED MATERIAL/ PRECISION SITE SOCK IT
SYNERGY/PAVERSCAPE WASTE PRO

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THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PAR'IJAJ, ,P_AY NT IN THE
AMOUNT OF $10.00 / 100 THE lJNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 8/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS
RELEASE IN THE AMOUNT OF u/a FOR LABOR, SERVICES, OR MATERIALS	I
FURNISHED AFTER THE ABOVE DATE.	I
I
f,
ON THE JOB OF: LANDSEABOMES	H
I
ON THE FOLLOWING DESCRJBED PROPERTY: TRINITY GARDENS	I
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150116011701180
I
DATEnSo2. M&f2  3.:>Dd\./
.B,.Y,.,:,µ:4,	I
STATE of lG\ bA-.	I
COUNTYofO l...\.. IP\
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	3	DAY OF	"
 "t"f' e..	2024.	-	i
uI
	\	fu
SIGNATURJ¥0f LIC
MY COMMISSION EXPIRES:
PRINT, TYPE OR STAMP
Ii
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PERSONAllY KNOWN	/		, OR PRODUCED IDENTIFICATION	i
---	--
TYPE OF IDENTIFICATION PRODUCED.
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THE UNDERSIGNED LIENOR, TN CONSIDERATION OF PARTIAL PAYMENT IN THE
AMOUNT OF $10.00 I 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND
RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 8/15/24 TO BLUE ox ENTERPRISES, LLC. nns WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF nns
RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 \ 160j1701180	'
DATED: September 3, 2024

BY:_  :1....._.c;.L_ ====- -=­
ATLANTIC DIRECTIONAL

STATE of Florida COUNTY of Orange
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	3	DAY OF
SeQtember	, 2024.
17	·1	7
L1Jit,{ (: 1#,v,f-
SIGNATURE OF NOTARY PUBLIC
MY COMMISSION EXPIRE PRINT, TYPE OR STAMP
BLUE OXENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839
PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT JN THE AMOUNT OF $381,125.00 / CHECK 3407 THE UNDERSIGNED IN SAID AMOUNT,
WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES,	OR  MATERIAL	FURNISHED	THROUGH	8/15/24  TO	BLUE	OX
ENTERPRISES, LLC. nns wAIVER DOES NOT COVER RETENTION EARNED
THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF !!l! FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150116011701180
DATED:	lft/'i/ z1

BY:
Centratflorlda Llftstatlons, Inc.

STATE of	h.o toc:i.
COUNTY of YoWstf'
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	':frQ	DAY OF
5e;p:tcm\,c C • 2024.

J			
SI	OF OTARY PUBLIC
MY COMMISSION EXPIRES: PRINT lYPE OR STAMP
•

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $32962.7S / CHECK 3408 RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 8/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF TEilS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150I16011701180

DATED:	9/4/2024

BY:	(	 tvlcda,Ja,td
CORE&MAIN

STATE of MISSOURI COUNTY of	ST. LOUIS
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	4	DAY OF
SEPTEMBER	, 2024.

MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

PERSONALLY KNOWN	A 	OR PRODUCED IDENTIFICATION
-	TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 8/15/24 TO ATLANTIC DIRECTIONAL DRILLING. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
1014000001so I 160111011so

DATED:_  9.4.2024
•
BY:	
CORE&MAIN

STATE of MISSOURI
COUNTY of St I a11is
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS
SEPTEMBER	.) 2024.

9TH	DAYOF

SIGNATURE OF NOTARY PUBLIC
MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

PERSONALLY KNOWN	xxxxxx	, OR PRODUCED IDENTIFICATION
-	TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 I 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 8/15/24 TO BLUE OX ENTERPRISES, LLC. TillS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF TillS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
10140000015011,60 I po 11so
DATED:  q J3IV!l

STATEof	-hl)y'ld(A
COUNTYof_
AND SUBSCRIBED BEFORE ME THIS IS  -3	DAY OF
r=r,--:::v7  	..  , 2024.

MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

PERSONALLY KNOWN 	 	, OR PRODUCED IDENTIFICATION
-- -- 	i'YPE OF IDENTIFICATION PRODUCED.

 «<>,,,r:'lJr		ri
••	I
A	Notary Public State of Flvrida >
,J	{sol	Kara D. Dewberr,y.-,	l
_;r	My Commission
Ef'®'IIHl-Ifill	HH 26$626
 Exp. s/2612026
tr :..P' V-7cC,V • q  W "'-•a-.r
Fu:407.339.4839
PARTIAL LIEN RELEASE

TIIE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $845.00 / CHECK 3409 TIIE UNDERSIGNED IN SAID AMOUNT, WAIVES
AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES. OR MATERIAL FURNISHED THROUGH 8/15/24TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF 1111S RELEASE IN THE AMOUNT OF !!l! FOR LABOR, SERVICES. OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA ROMES
ON THE FOU.OWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee·of Blue Lake Ave& Beresford A-ve Deland FL
701400000150 I160I1701180
DATED: -- 1-1-2 r
<1::·'j(

BY:	(ATA_	t {l'U' )
CRUSHSUPPLY LLC  c_:::::;

STATE off IDnc\9, COUN'IY of Vo \\..t'2>te\
SWORN TO AND SUBSCRIBED BEFORE ME TIDS IS	Y-\-r-i	DAY OF
f:tµ\emk?et . 2024.
 dc,&;2
SIGNATURE OF NOTARY PUBUC

MYCOMMISSIONE=&S·e  eon	e  •  •  •  •  •  •
PRINT,1YPE OR ST	•	Notary Pu-lie State of Florl'1a
"•ehelle L Ehas
,.,,,eltm MyCommlnlen HH 337599
ex,ires 12/t/2026

PERSONALLY KNOWN  V		OR PRODUCED IDENTIFICATION
	TYPE OF IDENTIFICATION PRODUCED.
BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, FL 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE
THE UNDERSIGNED LIENOR, INCONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $3,949.50 / CHECK 3410 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR. SERVICES, OR MATERIAL FURNISHED THROUGH 8/15/2024 TO BLUE OX ENTERRISES, LLC. THIS WAlVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL 701400000150 I 160I1701180

DATED:
BY:	l I	I	,A fl
FREDST!
GE' NERAL MANA4GVERVIFLASH-RITE, INC

STATE of FLORIDA COUNTY of SEMINOLE

SWORN TO AND SUBSCRIBED BEFORE ME THIS IS 4TH DAY OF SEPTEMBER,
2024.

MY COMMISSION PRINT, TYPE OR S

PERSONALLY KNOWN	X	, OR PRODUCED IDENTIFICATION
	 TYPE OF IDENTIFICATION PRODUCED.
BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
T I: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED lN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 8/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEAHOMES

ON THE POLLOWfNG DESCRll:3ED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL 1014000001 soI 160 1110 11so

DATED:  09-03-2024

BY:\
IVETIC TRUCKING

STATE of-Florida	 COUNTY of -Semino-le----
SWORN TO AND SUBSCRlBED BEFORE ME THIS IS ...1m.._ DAY OF	September , 2024.

SIGNATURE OF NOTARY PUBLIC
MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

PERSONALLY KNOWN	- ,OR PRODUCED IDENTIFICATION
------
TYPE OF IDENTIFICATION PRODUCED.

, ... , .......,	. ....
' ,,';."','•,,,	Ml\1·,Ku Ill 1\11·1.1/,
·(·  ,'•.·.;;,'• i.l,11a1v l'11hl1f .:;1.1"; ,,1 I ln;·,,1,.,lf,
I	r,1_1,_;  I l)ll)>111c;.1011 1: :1,1 ill"()'';')
'. • /·'	fvly ('r1f1l111i·· 1cn !· 111r-J:;
'11,,n'•'·•'	July 1l\ . ·r1	r;
\f.:_ _,,,.,,l; k i -L ·»tlll..:.
113

BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 8/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150116011701180
DATED:	q'3•ay	

BY: =-:::	===- ++ ;:,,L-

STATEof,	 COUNTY e.=--		
:SCRIBED BEFORE ME THIS IS
:024.

£J	DAYOF

MY COMMISSION PRINT, TYPE OR S

PERSONALLY KNOWN		, OR PRODUCED IDENTIFICATION
------
TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN TIIE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR. SERVICES, OR MATERIAL FURNISHED THROUGH 8/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH TIIE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR. SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 I 160 I 1701180

DATED:  September 3, 2024

STATE of Florida COUNTY of.	Palm Beach
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS 3rd	DAY OF
Septmeber	, 2024.

 efARYPUBLIC
MY COMMISSION EXPIRES: PRINT, TYPE ORSTAMP

PERSONALLY KNOWN X	OR PRODUCED IDENTIFICATION
	  TYPE OF IDENTIFICATION PRODUCED.

/-.Jli,ii«·•...	KIMBERLY3ARK:R
{?	\ Notary Public• Stateoi ;1onda
\1	:/.if	Commission 1/ HH S'0300
·.-. , '!'./ My Comm. Expires Ap, r , 2028		
	Bor.ced through National Notal"j Ass",	

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR
MATERIAL FURNISHED THROUGH 8/15/24 TO Precision Site Services Inc. TI-IlS WAIYER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRlNITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
1014000001so I 160111011so

DATED: September 3, 2024

STATE of Florida
COUNTY of	Palm Beach
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS 3rd	DAY OF
September 3. 2024, 2024.

MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

PERSONALLY KNOWN X	, OR PRODUCED IDENTIFICATION
	 TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $79,503.07 I CHECK 3411 11IE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES,  OR  MATERIAL  FURNISHED  THROUGH  8/15/24  TO  BLUE  OX
ENTERPRISES, LLC. nns WAIVER DOES NOT COVER RETENTION EARNED
THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF R LABOR, SERVICES, OR MATERIALS FURNISHED AFTER T.HB ABOVE DATE.   $26,696.63
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINI'IY GARDENS
Neeof Blue Lake Ave & Beresford Ave Deland FL
7014000001S0 I 160I1701180

DATED" September 4, 2024
..
BY:	r---	
Mlclcl

STATEo,f	I  i
COUNTI O  Orange
SWORN id AND SUBSCRIBED BEFORE ME nus IS	4	DAY OF	1
c-7,/--f	
si6NATURE	 PUBLIC
.\-i:.i  ,;) Notary P bhc -State of Florida MY COMMISSION EXPIRES: ; '- tl &t-' Commission_#HH062094 PRINT TYPE OR STAMP	•"-	MyComm. ExpiresMar 1, 2025
,	- c'.; d-	io; ot2 !ssnF.
•	• ,.  .1. - ...

PERSONALLY KNOWN	OR PRODUCED IDENTIFICATION
	 TYPE OF IDENTIFICATION PRODUCED.

MPLLC #43919

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN IlIE AMOUNT OF $36.21 / CHECK 3412 1lIE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASFS ITS LIEN AND RIGHT 10 CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 8/15/2410 BLUE OX ENTERPRISES, LLC. TIIlS WANER DOES NOT COVER RETENTION EARNED THROUGH Tiffi DATE OF TI:IIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS
FURNISHED AfTER THE ABOVE DATR
ON THE JOB OF: LANDSEA HOMES	P0#2328.13

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 11601 170 1180

DATED:  94 September 2024

BY:;;_.	J((Vlf V

STATE of Texas COUNTYof . Harns
SWORN 10 AND SUBSCRIBED BEFORE :ME TIIlS IS	04	DAY CF
_September	,2024.

 ARYPUBLIC
MY COMMISSION EXPIRES: oiJ,J:u;:;.o l.:i
PRINT, TYPE OR STAMP
f.	l
''1a,,"\I.,••••. ,'.,.,	SARAH M. HANCOCK
i :"•:'·:' Notary PubIi c, State of Texas
t ►\ -;;  Comm. Expires 04-25-2026
1
PERSONALLY KNOWN _x-=........--,--.,.,,.,JOR PRODUCED IDENTIFICA l j l
	TYPE OF IDENTIFICATION PRODUCED.
Notary ID1237538

THE UNDERSIGNED LIENOR, IN CONSlDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 8/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LAN0SEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL 701400000150j16011701180

DATED: ,\.\

BY: 1 	
Newman Tractor, LLC

STATEof		 COUNTY 0T.i5	
 O\{N TOANSDUBSCRIBED BEFORE ME THIS IS	4	DAY OF
,2024.
JH,	
ATURlt.bF NOTARY PUBLIC

MY COMMISSION EXPIRES·	'{	D;J,"7
PRINT, TYPE OR

II
PERSONALLY KNOWN	,OR PRODUCED IDE
	 TYPE OF lDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 8/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: J.ANDSF:A HOMF.S

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
70)4000001501160I 170i180

DATED:  3..e_	 ::>, t--0
BY:d	U--.-Ul-..1-
Pavcr
STATE of	f lovt'AA
COUNTYof  Ov	
sw o AND s.UBSCRIBED BEFORE ME THIS IS	3	DAY OF
. 		.,2024.

MY COMMISSION EXPIRES: ti/Ir;; ('z.olg
PRINT, TYPE OR STAMP

PERSONALLY KNOWN	, OR PRODUCED IDENTIFICATION
-	TYPE OF IUENTIFICATION PRODUCED.
BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 8/15/24 TO PAVERSCAPE. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH TIIE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL	"
701400000150116011701180

DATED:	9• 3-J 

BY:	 ..µ..+---
SYNERGY RENTS

STATEof	fl ....
COUNTY of ORA"-] 'f
_::;?t-d..
S	 TO AND SUBSCRIBED BEFORE ME TIIlS IS _(..-,I --	DAY OF
 T-:	,2024.

MY COMMISSION EXPIRES·
•
'smNA YPUBuC
PRINT TYPE OR STAMP
•

PERSONALLY KNO /		, OR PRODUCED IDENTIFICATION
-	TYPEOFii5ENTIFICATION PRODUCED.

BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839
PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 8/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
101400000150 I 160I11011so

DATED:	9/3/2024

BY:		f3
WASTEPRO	"

STATE of  FLORIDA
COUNTY of SEMINOLE
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	3rd	DAY OF
September	, 2024.

MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

PERSONALLY KNOWN	X	OR PRODUCED IDENTIFICATION
	TYPE OF IDENTIFICATION PRODUCED.
CRYSTALDUNLAP
Commission# HH067271 Expires December 11,2024 Bonded1hN BudgetNotaryService,;

TRINITY GARDENS
' ' \,	 ' l	

4JAYS CORE&MAIN
MIDDLESEX PAVING

BLUE OX ENTERPRISES, LLC
500 North Way
Sa.nJ'or Florida 32773
Tel: 407.339.4800
Fax.: 407.339.4839
PARTIALLm:N:i.UtLEASE

THE UNDERS:IGNBD LJENOR, IN CONSIDB.RAT.ION OF PAR.TI.AL PAYl.vlENT lN THE AMOUNT OF $134,850,00 / CQli"<';JC 81952 'lllE UNDERSIGNED IN SAID AMOUNT., WAIVBS AND :RBLBASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR., SERVICES, OR MATERIAL FURNISHED THROUGH 11/15/23 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THB DATE OF THIS RELEASE 1N T.HE OUNT OF!!la FOR LABOR, SERVICES, OR.MAT.BI.UALS FURNIS:HED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON TI:1BFOLLOWING DBSCRmBD PROPER.TY: TRINITY OAR.DENS
Neo ofBluoLake Ave & Be.a:esfbrd Ave Deland FL
7014000001so f160 l 17011so •

BLUE OX ENTERPRISES, LLC
500 North Way
SanCord, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839
PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR. IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAJD AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR. SERVICES. OR MATERIAL FURNISHED THROUG·H 11/15/23 TO BLUE OX ENTERPRISES, LLC. TJC,IIS WAIVER DOES NOT COVER RETENTION EARN-ED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR. SERVICES, OR _MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA J-IOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
7014000001soI 160 I 170 1180

BLUE OX ENTERPRISES,. LLC
500 North Way
Sanford,. Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839
PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR.  CONSII>ERATION OF PARTIAL PA"Y.MENT JN" THE AMOUNT OF $10.00 I 100 THE UNDERSIGNED IN SAID A.MOUNT, W-AIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, -sERVICES, OR MATER.JAL FURNISHED THROUGH 11/15/23 TO BLUE OX ENTER.PRISES, LLC. THIS W-AIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF Dia FOR LABOR, SERVICES, OR -MATERIALS FURNISHED AFTER T.HE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOW-ING DESCRIBED PROPERTY: TRJNITY GAR.DENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
7014000001so I 160 I 170 11so
TRINITY GARDENS	FINAL

4JAYS

CORE&MAIN / ATLANTIC DIRECTIONAL
.;;;_-
COUl JY
lglUSl:i
EQUIPMENT SHARE/ C VARGAS FtASHRITE
!VET.IC
MACK
I	:
'56PASCHMEYER
rMA-SCHMEYER/ P.RE-C-ISION S-I·TE MIDDLESEX PAVING
 1!0l!JAL TRENCH S ETY NEWMAN TRACTOR
}>AVERStAPE		 PREFERREDMATERIAL/ PRECISION SITE SOCK IT
SYNERGY/PAVERSCAPE WASTE PRO

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LJEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 9/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nec of Blue Lake Ave & Beresford Ave Deland FL
70140000015011601170 !180

DATED:'-CtC>rY:	 \>,:Je:;d-y 

BY:	":f /	}			,/ 

STATE of 'fi.. 12..1 t"> it:.
COUNTY of\	c)L-4S.1
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	l?	DAY OF
Q.1o&F..ta.	, 2024.

cl)\	FN

MY COMMIESSOIORNSET
m;.••'"' '""",,.,.,1 '""'"	I
PERSONALLY KNOWN	V 	OR PRODUCED IDENTIFICATION

TIIE UNDERSIGNED LIENOR IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR SERVICES, OR MATERIAL FURNISHED THROUGH 9/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 I  160 I  1701180

DATED:	October 7, 2024

STATE of	Florida COUNTY of	Orange
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	7	DAY OF
October	_, 2024.
C,ziL;_{J-	4 e-t-
s1GNATURE OF NOTARY PUBLIC

MY COMMISSION EXP PRINT, TYPE OR STAMP

PERSONALLY KNOWN	OR PRODUCED IDENTIFICATION

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 9/15/24 TO BLUE OX ENTERPRISES, LLC. TIIlS
WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF TIIlS RELEASE IN THE AMOUNT OF !!f! FOR LABOR, SERVICES, OR MATERIALS
FURNISHED AFTER THE ABOVE DATE. ON THE JOB OF; LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150116011701180

DATED:	(0/1jiy

BY:
Central  Florida  utista:ns,Inc.

STATE of	Ft_C1t1A1f
COUNTY of	Vaa.uD;A
SWORN TO AND SUBSCRIBED BEFORE ME nns IS	7TH
	g	. 	-

DAYOF

MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP	ae,,..::-.,.llfilllll

11111

c•H•R1•s-r

111

o.- 111111

.H.RE•N•E•11

111111111 1111
f. ·rs

HllllER e

PERSONALLY KNOWN _
;	* Notary Public.S1111uOfFlorida

.	, OR PRODUCED IDENTIFICATION

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 9/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
7014000001501160 I 1701180

DATED:_1 0- 15 .2=0=24,  _
•
BY: V\ A. A,),/' " ,I	/1
COR rVVUlJ

STATE of  MISSOURI
COUNTY of ST. LOUIS
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS 15TH	DAY OF
OCTOBER	_, 2024.

 JA-,f(.,y\M'\	
SI ATURE OF NOTARY PUBLIC
MY COMMISSION EXPIRES:
PRINT, TYPE OR STAMP tl'r1 h!!;'"E AT rl ER .R , ,;;;-V- l'll KE L MTIAN''il1I
No13ry ovbf,r Nm.ary Se;1l
State ot tH!.'HHJ'' Jetferso"'Cc1Jnl'{ Com:nissicn # 191C7992
My Co!nmission E!<'f}ita0s _-_15-202J
PERSONALLY KNOWN	,OR PRODUCED IDENTIFICATION
	 TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 9/15/24 TO ATLANTIC DIRECTIONAL DRILLING. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
101400000150J1601110 l180

DATED:  l0/8/2024

.:.- ·.....
BY:
,- .....

CORE & MAIN	-----

STATE of MISSOURI COUNTY of ST. LOUIS

SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	srn	DAY OF
OCTOBER	, 2024.

MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

PERSONALLY KNOWN SARAH CHADWICK  OR PRODUCED IDENTIFICATION
	TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 9/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF Tms RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRlNITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 j 160 I 1701180

DATED:	/ V - Q - 2 Y

BY:--!	_g....
County

STATEof	\	 COUNTY off)' ½  {JV)
S6O		AND SUBSCRIBED BEFORE ME THIS IS	g"	DAY OF

MY COMMISSION EXPIRES: f)l/ (st1 Z r:?Z..
PRINT, TYPE OR STAMP

PERSONALLY KNOWN 	,OR PRODUCED IDENTIFICATIO
\"'		r:So'9	TYPE OF IDENTIFICATION PRODUCED.

THE Ul'\1DERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 TIIE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 9/15/24 TO BLUE OX ENTERPRISES, LLC. TIIIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF TIIIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON TIIE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 I 160 I1701180

DATED:	/Q -1··1/'/
r	.	I
<	. I	J
BY:	,._,,_/ h'"'-
CRUSH S  -PLY LLC

----''---	..-
COUNTY of '{Qlc,lS'to.....
SWORN TO AND SUBSCRIBED BEFORE ME nns IS			DAY OF
oC:ftjger	,2024.

MY COMMISSION EXPIRES: PRINT, TYPE OR STAMP

------
	 ., OR PRODUCED IDENTIFICATION TYPE OF IDENTIFICATION PRODUCED.

BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, FL 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE
THE UNDERSIGNED LIENOR. INCONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $3,509.97 / CHECK 4162 THE U1\1DERS1GNED IN SAID AMOUNT. WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAJM A LIEN FOR LABOR, SERVlCES. OR MATERlAL FURNISHED THROUGH 9/15/24 TO BLUE OX ENTERRISES, LLC. THIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
70140000015011601170 I 180

DATED: OCTOBER 7, 2024

STATE of FLORIDA COUNTY of SEMINOLE

SWORN TO AND SUBSCRIBED BEFORE ME THIS IS 7TH DAY OF OCTOBER, 2024.

MY COMMISSION EXP i -0	SAMANTHAMUMPER
PRINT, TYPE OR STAMf{{ : J MYCOMMISSION#HH289467
-.:tr,0;,-,;. -:,-·	EXPIRES:November18, 2026
-- .!_• .•. •••

PERSONALLY KNOWN	X	. OR PRODUCED IDENTIFICATION
------
TYPE OF IDENTIFICATION PRODUCED.

BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839 PARTIAL LIEN RELEASE
THE UNDERSIGNED Llf:NOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHEq THROUGH 9/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT C(j)VER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE A OUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDS111 HOMES

ON THE FOLLOWING D SCRJBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & B,resford Ave Deland FL
1014000001so 1160 I 11q 11so

DATED:	1.v-v,-...v..."T	I

BY:			I,,_....,,-"" \	/ I\._/	
IVETIC TRUCKING
\	_./ ,	

STATEof F lo=r=id=a	 --1-_
COUNTYof S=e=m=in=o=le,  -+----

SW :N:	AN; :	ED BEFORE ME THIS IS ]lb  DAY OF Octobe,,

,-.::--	---;;_- /••--=-=--)1	MY COMMISSION EXPIRES: SIGNATURE OF NOTARI PUBLIC.,,..,./	 PRINT, TYPE OR STAMP

PERSONALLY KNOWN _V;:=	' OR PRODUCED IDENTIFICATION
-	TYPE\OF IDENTIFICATION PRODUCED.
2024.
IT ;,_. .\'.'1;, , :;-=.) I ) ;t . l/;_-:··7111·
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977

BLUE OX ENTERPRISES, LLC
S00 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839
PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $842.70 / CHECK 4183 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED TIIROUGH 9/15/24 TO BLUE OX ENTERPRISES, LLC. TI-IIS WAIYER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF TIIlS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER 1HE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150116011701180

DATED: \Q.<g.QQ)L\

:!K T	
STATEof  A[)Y\dJl.
COUNTYof_(Q;.._.."-[l-t<--_
SWO,Rl'j TO AND SUBSCRIBED BEFORE ME TIIlS IS	<;sth	DAY OF
(X'JDl?er	, 2024.

MY COMMISSION EXPIRE,:/$1l:.:•*-ff.W··•	HEATHER WALPEN
PRINT TYPE OR STAMP	[:(	!! MYCOMMISSION#HH266151
'•1.;fi>',; t-:.··  EXPIRES:September 16,2026
PERSONALLY KNOWN	,OR PRODUCED IDENTIFICATION
	 TYPE OF IDENTIFICATION PRODUCED.
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839
PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN TI-IE AMOUNT OF Sl,317,41 / CHECK 4163 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES,  OR  MATERIAL  FURNISHED  THROUGH  9/15/24  TO  BLUE  OX
ENTERPRISES, LLC. nns wAIVER DOES NOT COVER RETENTION EARNED
TIIROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED APTER THE ABOVE DATE.
ON TIIB JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave& Beresford Ave Deland FL
701400000150116011701180

DATED: October 8, 2024

BMYAS:CpHMYE	tCfON"CRETE COMPANY OFFLORIDA
HilaryHolman AR Specialist
STATE of Florida
COUNTY of PalmBeach
SWORN TO AND SUBSCRIBED BEFORE ME nns IS	8th	DAY OF

	4.
4	 MY COMMISSION EXPIRES: roNATARY PUBLIC	PRINT, ITPBORSTAMP

PERSONALLY KNOWN	X	OR PRODUCED IDENTIFICATION
	 TYPE OF IDENTIFICATION PRODUCED.

#BOE001
S00 North Way Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839
PARTIAL LIBN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 I 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR
MATERIAL FURNISHED THROUGH 9/1S124 TO Precision Site Services Inc. THIS
WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LA.NDSEA DOMES

ON THE FOLLOWING DESCRIBED PROPER'IY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL 701400000150 I 160l1701180

STATE of Florida
COUNTY of Palm Beach

	-
SIGNATURE OF NOTARY 
MY COMMISSION EXPu. •;:s, - e a a a a ... a • 
-	a 1e or Florida
m:m-,iiilil:ml
Frederic-a Lipman
E'-P•res a12srzoia	J
PERSONALLY KNOWN	X	OR PRODUCED IDENTlFICA;O;i O
	 TYPE OF IDENTIFICATION PRODUCED.

0 
•	""	•  •	*

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIBN AND RJGHT TO CLAIM A LIBN FOR LABOR, SERVICES, OR MATERIAL FURNISHED TIIR.OUGH 9/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED TIIROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF $26.696.63 OR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 I 160I1701180

DATED: October 7, 2024
-

STATE of Florida COUNTY of Orange

SWORN TO AND SUBSCRIBED BEFORE ME THIS IS 7 DAY OF October, 2024.

-	h	1. Z)'7
SIG. '.ATUREOF (ARY PUBLIC
! iJ.. ,"°•u/•..	MAGDAI REYES	I,
MY COMMISSION EXPIR !-¼ 1:\ Notary Public• State of Florida
PRINT TYPE OR STAMP  \i r	Commission_#HH062094
'	·?fo, 'i'-. ''  My Comm. ExpiresMar 1, 2025 r
•••••·•ecoded throughNation ! Noiary Assn.
... -_">·

PERSONALLY KNOWN 	,OR PRODUCED IDENTIFICATION
------
TYPE OF IDENTIFICATION PRODUCED.

MPLLC #43919

THE UNDERSIGNED LIENOR. IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 9/15/24 TO BLUE OX ENTERPRISES, LLC. THfS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR. SERVICES. OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL 701400000150 I 160 I I 70 I180
DATED: (rt· ,, ro4

National Trench Safety, Inc.

STATE of \, lt.l\\:1C l_lL	\r
COUNTY of  L	J.r)QQ )S.
Cl!WQRN TO AND SUBSCRIBED BEFORE ME THIS IS
2024.

?/ 	DAY OF

MY COMMISSION EXPIRES: --e}b/2Z::-
PRINT, TYPE OR STAMP
Uj --'..L :\f,:tr \,::
PERSONALLY KNOWN	,	OR PRODUCED IDENTIFICATION • -	,,,.., 	,_,_:
	  TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 9/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150 I160 I170 l180
DATED: Oc/olw8, Jo) f

BY:	
Newman Tractor, LLC

STATEof	(l 
COUNTY of	(b/1(
SWORN TO AND SUBSCRIBED BEFORE ME nus IS
t2tl,		,2024.
f/4

DAY OF

	kl-
SIGf<'iATURE OF NOTARY PUBLIC

MY COMMISSION EXPIRE : _..-._;;f•ii;;-..	XAVIER DASHANVELA
a
'	\:< if	Commtssion # HH 409559
!.10Ffl.:<f.·· My Comm. ExpiresJun12, 2027 Bonded through National NotaryAssn.
PERSONALLY KNOWN	k	'OR PRODUCED IDENTIFICATION
	TYPE OF IDENTIFICATION PRODUCED.

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 9/15/24 TO BLUE OX ENTERPRISES, LLC. THIS WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF THIS RELEASE IN THE AMOUNT OF o/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.
ON THE JOB OF: LANDSEA HOMES
ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresfor Ave Deland FL
701400000150 I 160I1701180

DATED:  /0 •

BY:	1 1r	r• -
Paverscape Inc

STATEof	f'"L...
COUNTY of {)RflC\JQ_( 
TO AND SUBSCRIBED BEFORE ME THIS IS
,2024.

7 -\-h

DAYOF

MY COMMISSION EXPIRESl: PRINT, TYPE OR STAMP

-'	' OR PRODUCED IDENTIFICATION
-	TYPE OF IDENTIFICATION PRODUCED.
WAIVER AND RELEASE OF LIEN
(Section 713.20(4) Florida Statutes)

This instrument Prepared by: CARMEN HESS
PREFERRED MATERIALS INC - CONCRETE ATTN: COLLECTIONS DEPT
4636 SCARBOROUGH DR
LUTZ FL 33559
Inv# 2155992
The undersigned lienor, in consideration of the progress payment in the amount of $10.00 hereby waives and releases its lien and right to claim a lien for labor, services or materials furnished through 09-15-2024 to PRECISION SITE SERVICES (customer) on the job at the following described property:

TRINITY GARDENS
829 VISTA COVE, CHULUOTA, FL

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

DATED on OCTOBER 21, 2024

PREFERRED MATERIALS INC - CONCRETE ATTN: COLLECTIONS DEPT
4636SCARBO	 LUTZFL335
CBAy:RM--E-N_HE_S S=>--'---"-"-----'"'---= ------  COLLECTIONS MANAGER
Sworn to (or affirmed) and subscribed before me by means of[?<] physical presence or [ ] online notarization, this 21 day of OCTOBER, 2024 by CARMEN HESS (name of person making statement).
O• c£r:11tt..
Si1}ture oft{otary Public - State of Florida

Prirl•l
JENNIFERL. NEINAST MYCOMMISSION I HH 186572
EXPIRES: Oclober 19, 2025
·- { s	Nllt5  c
Kl Personally Known OR [ ] Produced Identification
Type ofldentification Produced 	 _
WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT
(Section 713.20(5) Florida Statutes)

This instrument Prepared by: RUSSELL NUNN
SYNERGY RENTS LLC ATIN: STEPHANIE STANGER
8151 N ORANGE BLOSSOM TRAIL ORLANDO FL32810
1002420477

The undersigned lienor, in consideration of the final payment in the amount of $10.00, hereby waives and releases its lien and right to claim a lien for labor, services or materials invoiced to PAVERSCAPE (customer) on the job of TLC TRINITY GARDENS LLC (owner), to the following described property:

800 LILIANA DRIVE, DELAND, FLORIDA, NEW RETAINING WALLS AND ASSOCIATED WORK, A PORTION OF LAND LYING IN SECTION 14 TOWNSHIP 17 SOUTH RANGE 30 EAST, PARCEL NUMBERS 701400000160AND 701400000150,AND BEING MORE PARTICULARLY DESCRIBED IN NOTICE OF COMMENCEMENT RECORDED IN OR BOOK 8464 PAGE 4649 PUBLIC RECORDS VOLUSIA COUNTY, FLORIDA. NOC EXPIRES ON 09/28/24.

DATED on OCTOBER 7, 2024

SYNERGY RENTSL!J,}l
ATTN: STEPHANIE	NGER
8151 N ORANGE BL$	. OM TRAIL ORLANDO FL 32Jl

By:	-
RUSSELL NUNN
BRANCH MANAGER

Sworn to (or affirmed) and subscribed before me by means of al presence or [ ] online notarization, this 7 day ofOCTOBE , 2024 by RUSSELL NUNN (name ofperso_n 111 _!1g_st_at 1!.t).
i ".14.. NotaryPublic; State of Florlda
Stephanie A Stanger
;. c	,.  My Commission
'¼°'"'-df
WI-I 168375
·e of Notary Public State of Florida

Personally Known OR [ ] Produced Identification
Exp. a1231202s
o'l's1afi1Jf name ot-notafy pubJ1c
WAIVER AND RELEASE OF LIEN
UPON FINAL PAYMENT
(Section 713.20(5) Florida Statutes)
This instrument Prepared by: R.USSELL NUNN. SYNERGY RENTS LLC
ATTN: CHERYL WARING 1830 MASON AVE DAYTONA BEACH FL 32117
1062411538

The undersigned lienor, in consideration of the final payment in the amount of $10.00, hereby waives and releases its lien and right to claim a lien for labor, services or materials invoiced to PAVERSCAPE (customer) on the job of LANDSEA HOMES (owner), to the following described property:

NORTHEAST CORNER OF BLUE LAKE AVENUE AND BERESFORD AVENUE, DELAND, FLORIDA, TRINITY GARDENS, PARCEL NUMBERS 70140000150, 160, 170 AND 180, VOLUSIA COUNTY, FLORIDA.

DATED on OCTOBER 7, 2024

SYNERGY RENTS LLC ATTN: CHERYL WARING 1830 MASON AVE DAYTONA BEACH FL 32117

By:	'V
RUSSELL NUNN BRANCHMAN
Sworn to (or affirmed) and subscribed before me by means o ysical presence or [ ] online notarization, this 7 day of OQOBER, 2024 by RUSSELL NUNN (name of person m n_g statement).
't" - Notary Public State of Florida
": Stepnanle AStanger
u .. l'omtnlttion
'68375
1/23/2025
Signatefe of Notary Public - State of Florida	Print, type tJfstmitfS flameof notary r}u'6lic

'ersonally Known OR [ ] Produced Identification

BLUE OX ENTERPRISES, LLC
500 North Way
Sanford, Florida 32773
Tel: 407.339.4800
Fax: 407.339.4839
PARTIAL LIEN RELEASE

THE UNDERSIGNED LIENOR, IN CONSIDERATION OF PARTIAL PAYMENT IN THE AMOUNT OF $10.00 / 100 THE UNDERSIGNED IN SAID AMOUNT, WAIVES AND RELEASES ITS LIEN AND RIGHT TO CLAIM A LIEN FOR LABOR, SERVICES, OR MATERIAL FURNISHED THROUGH 9/15/24 TO BLUE OX ENTERPRISES, LLC. THIS
WAIVER DOES NOT COVER RETENTION EARNED THROUGH THE DATE OF nns
RELEASE IN THE AMOUNT OF n/a FOR LABOR, SERVICES, OR MATERIALS FURNISHED AFTER THE ABOVE DATE.

ON THE JOB OF: LANDSEA HOMES

ON THE FOLLOWING DESCRIBED PROPERTY: TRINITY GARDENS
Nee of Blue Lake Ave & Beresford Ave Deland FL
701400000150I16011701180

DATED:	October 8, 2024

BY:	f3
WASTE PRO	v

STATE of FLORIDA
COUNTY of SEMINOLE
SWORN TO AND SUBSCRIBED BEFORE ME THIS IS	8th	DAY OF
October	, 2024.

 SIGNTUREQp NOTARYP LIC 
MY COMMISSION EXPIRES:		,..o: :. ':!:c, PRINT, TYPE OR STAMP	*
CRYSTALDUNLAP
Commission# HH067271 ExpiresDecember11,2024
BondedThruBudgolNolaryScr<ltes

PERSONALLY KNOWN	X	OR PRODUCED IDENTIFICATION
	TYPE OF IDENTIFICATIONPRODUCED.

Section VII

Section A

MEMORANDUM

To:	District Managers

From:	Kutak Rock, LLP

Date:	December 20, 2024

Subject:	SB 7040 Stormwater Ratification Bill O&M Requirements

Effective, June 28, 2024, Senate Bill 7040, also known as the Florida Stormwater Ratification Bill, codified into law several significant changes to the Environment Resource Permit Handbook (the “Handbook”) promulgated by the Florida Department of Environmental Protection (“FDEP”). Among other things, these changes imposed several specific inspection and reporting requirements applicable to permanent operations and maintenance (“O&M”) entities, including special districts. To ensure compliance with these requirements, CDD Managers should forward this memorandum to their respective Boards of Supervisors and District Engineers, and otherwise take the necessary steps to budget for, plan, and implement the requirements.

Changes to Application Process Relevant to New Reporting Requirements
Pursuant to Section 12.3.5(a)(4) of the Handbook, an applicant must submit written cost estimates with supporting documentation to FDEP along with the financial capability certification required under 12.3.5(b). Section 12.3.5(b) states that, at the time of permit application, applicants for the O&M phase must submit Form 62-330.301(26), “Certification of Financial Capability for Perpetual Operations and Maintenance Entities.”
In addition to the cost estimates, an applicant must submit a written O&M plan as part of the permitting process. Section 12.4.1(a) of the Handbook requires that this plan include the following items:

A list and details of all stormwater system components, including their location, type, and other pertinent information, such as normal pool elevation, volume, recovery time, and how the systems connect;
A list and description of each of the identified maintenance and inspection tasks for each of the system’s components and for the overall system (refer to Appendix O for procedures for BMPs);
All regular inspection and maintenance schedules;
Inspection checklists;
Copies of or references to the pertinent sections of all covenants, conditions, restrictions, and other association documents, permits, approvals, and agreements that govern the operation and maintenance of the stormwater management system; and
Permitted or as-built plans of the stormwater water management system.

Once the stormwater system is ready to be transferred to the District, the Request for Transfer of Environmental Resource Permit to the Perpetual Operation Entity must be submitted to FDEP along with the written cost estimates and O&M plan. After the transfer, the District must keep the cost estimates and O&M plan on file for purposes of maintaining compliance with Section 12.6(b).

Changes to Inspection and Reporting Requirements

Pursuant to Section 12.5(h) of the Handbook, an applicant may propose a project-specific minimum inspection frequency for a stormwater management system, with a maximum frequency of five years. If FDEP determines that an applicant’s proposed inspection frequency does not provide assurances that the stormwater management system in question will continue to function perpetually as designed and permitted, FDEP shall require frequencies as listed in table depicted below.

TYPE OF SYSTEM	INSPECTION FREQUENCY	
Dry Retention basins	Once every 3 years	
Exfiltration trenches	Once every 2 Years	
Underground retention	Once every Year	
Sand or Media Filters	Once every Year	
Underdrain System	Once every 2 Years	
Underground vault/chambers	Once every Year	
Pump Systems	Twice every Year	
Swales (treatment)	Once every 3 years	
Wet Detention systems	Once every 3 years	
Wet Detention systems with littoral zones	Once every 2 years	
Vegetated Natural Buffers	Once every 5 years	
Manufactured Devices	As	manufacturer	recommends	in specifications, minimum once every year	
Dam Systems	Once every Year	
All other	Once every Year	

Pursuant to Section 12.6(b) of the Handbook, special districts responsible for stormwater management systems must submit an inspection report to FDEP within 30 days of the inspection’s completion. The inspection report must use Form 62-330.311(1) “Operation and Maintenance Inspection Certification,” and must be certified by a “qualified inspector.” As defined in Section 12.5(c), a qualified inspector is either a (1) registered professional, (2) a person whose inspection was overseen by a registered professional, or (3) a person who has completed training regarding certain relevant topics within the 5 years prior to the inspection.

The inspection report submitted by the qualified inspector to FDEP must include the following:

Form 62-330.311(3) “Inspection Checklists;”
Updates to the operation and maintenance cost estimates submitted to FDEP, if any, as described in Section 12.3.5 of the Handbook;
Updates to the written O&M plan submitted to FDEP, if any, as described in Section 12.4.1 of the Handbook; and
Any monitoring reports requirement that may be required as a condition to a specific permit.

Pursuant to Section 12.6(e), O&M entities shall continue to follow the inspection and reporting requirements contained in a permit issued under Part IV of Chapter 373, F.S. prior to June 28, 2024, unless the permittee obtains a modification using the procedures in Rule 62- 330.315, F.A.C., to comply with the inspection and reporting requirements of Rule 62- 330.311, F.A.C., and Section 12.6.
All	forms	referenced	in	the	foregoing	are	provided	at	the	following	link: https://floridadep.gov/water/engineering-hydrology-geology/content/erp-stormwater-resource- center

Section C

Section 1

Kepler Road
Community Development District

Unaudited Financial Reporting
February 28, 2025

Table of Contents

	Balance Sheet

	General Fund

	Series 2025 Debt Service Fund

	Series 2025 Capital Projects Fund

	Month to Month

	Long Term Debt Report
Kepler Road
Community Development District Combined Balance Sheet February 28, 2025

Assets:
Cash:
Operating Account	

$	5,618	

$	

-	

$	

-	

$	5,618	
Due from Developer Investments:
Series 2025	$	5,000	$	-	$	-	$	5,000	
Capital Interest	$	-	$	229,607	$	-	$	229,607			
Cost of Issuance	$	-	$	-	$	10,401	$	10,401			
Reserve	$	-	$	171,256	$	-	$	171,256			
Total Assets	$	10,618	$	400,863	$	10,401	$	421,881			
Liabilities:
Accounts Payable	

$	1,471	

$	-	

$	-	

$	1,471			
Employee FICA	$	61	$	-	$	-	$	61			
Total Liabilites	$	1,532	$	-	$	-	$	1,532			

Fund Balance:
Restricted:
Series 2025 Debt Service Fund	

$	-	

$	400,863	

$	-	

$	400,863			
Series 2025 Capital Projects Fund	$	-	$	-	$	10,401	$	10,401			
Unassigned	$	9,086	$	-	$	-	$	9,086			
Total Fund Balances	$	9,086	$	400,863	$	10,401	$	420,349			
							
Total Liabilities & Fund Balance	$	10,618	$	400,863	$	10,401	$	421,881			
General Fund
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending February 28, 2025

	Adopted	Prorated Budget	Actual		
	Budget	Thru 02/28/25	Thru 02/28/25	Variance	

Revenues:			
Developer Contributions	$	124,678	$	22,790	$	22,790	$	-	
Total Revenues	$	124,678	$	22,790	$	22,790	$	-	

Expenditures:			
General & Administrative:			
Supervisor Fees	$	12,000	$	5,000	$	800	$	4,200	
FICA Expenditures	$	918	$	383	$	61	$	321	
Engineering	$	15,000	$	6,250	$	-	$	6,250	
Attorney	$	25,000	$	10,417	$	4,303	$	6,114	
Dissemination	$	-	$	-	$	417	$	(417)	
Management Fees	$	40,000	$	16,667	$	11,667	$	5,000	
Information Technology	$	1,800	$	750	$	750	$	-	
Website Maintenance	$	1,200	$	500	$	500	$	-	
Telephone	$	300	$	125	$	-	$	125	
Postage & Delivery	$	1,000	$	417	$	101	$	316	
Insurance	$	5,000	$	5,000	$	-	$	5,000	
Printing & Binding	$	1,000	$	417	$	2	$	415	
Legal Advertising	$	15,000	$	6,250	$	700	$	5,550	
Other Current Charges	$	5,000	$	2,083	$	374	$	1,709	
Office Supplies	$	625	$	260	$	0	$	260	
Travel Per Diem	$	660	$	275	$	-	$	275	
Dues, Licenses & Subscriptions	$	175	$	175	$	175	$	-	
Total Expenditures	$	124,678	$	54,968	$	19,849	$	35,119	
			
Excess (Deficiency) of Revenues over Expenditures	$	-	$	2,941		
			
Fund Balance - Beginning	$	-	$	6,145		
			
Fund Balance - Ending	$	-	$	9,086		
Series 2025 Debt Service Fund
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending February 28, 2025

Adopted	Prorated Budget	Actual		
Budget	Thru 02/28/25	Thru 02/28/25	Variance	

Revenues:				
Interest	$	-	$	-	$	1,857	$	1,857	
Total Revenues	$	-	$	-	$	1,857	$	1,857	

Expenditures:				
Interest - 11/1	$	-	$	-	$	-	$	-	
Principal - 5/1	$	-	$	-	$	-	$	-	
Interest - 5/1	$	-	$	-	$	-	$	-	
Total Expenditures	$	-	$	-	$	-	$	-	
				
Excess (Deficiency) of Revenues over Expenditures	$	-	$	1,857		

Other Financing Sources/(Uses):				
Bond Proceeds	$	-	$	-	$	399,006	$	399,006	
Total Other Financing Sources/(Uses)	$	-	$	-	$	399,006	$	399,006	
				
Net Change in Fund Balance	$	-	$	400,863		
				
Fund Balance - Beginning	$	-	$	-		
				
Fund Balance - Ending	$	-	$	400,863		

Adopted	Prorated Budget	Actual		
Budget	Thru 02/28/25	Thru 02/28/25	Variance	

Revenues:				
Interest	$	-	$	-	$	51	$	51	
Total Revenues	$	-	$	-	$	51	$	51	

Expenditures:				
Capital Outlay	$	-	$	-	$	4,351,180	$	(4,351,180)	
Capital Outlay - COI	$	-	$	-	$	332,970	$	(332,970)	
Developer Reimbursement	$	-	$	-	$	21,495	$	(21,495)	
Total Expenditures	$	-	$	-	$	4,705,644	$	(4,705,644)	
				
Excess (Deficiency) of Revenues over Expenditures	$	-	$	(4,705,593)		

Other Financing Sources/(Uses):				
Bond Proceeds	$	-	$	-	$	4,715,994	$	4,715,994	
Total Other Financing Sources/(Uses)	$	-	$	-	$	4,715,994	$	4,715,994	
				
Net Change in Fund Balance	$	-	$	10,401		

Kepler Road
Community Development District Month to Month

Revenues:							
Developer Contributions	$	6,977	$	2,408	$	3,743	$	4,285	$	5,376	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	22,790	
Total Revenues	$	6,977	$	2,408	$	3,743	$	4,285	$	5,376	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	22,790	

Expenditures:							
General & Administrative:							
Supervisor Fees	$	-	$	400	$	-	$	-	$	400	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	800	
FICA Expenditures	$	-	$	31	$	-	$	-	$	31	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	61	
Engineering	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Attorney	$	1,515	$	-	$	1,317	$	1,471	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	4,303	
Annual Audit	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Assessment Administration	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Arbitrage	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Dissemination	$	-	$	-	$	-	$	-	$	417	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	417	
Trustee Fees	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Management Fees	$	1,667	$	1,667	$	1,667	$	3,333	$	3,333	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	11,667	
Information Technology	$	150	$	150	$	150	$	150	$	150	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	750	
Website Maintenance	$	100	$	100	$	100	$	100	$	100	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	500	
Telephone	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Postage & Delivery	$	1	$	0	$	40	$	1	$	59	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	101	
Insurance	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Printing & Binding	$	-	$	-	$	-	$	2	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	2	
Legal Advertising	$	491	$	-	$	208	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	700	
Other Current Charges	$	98	$	98	$	38	$	98	$	41	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	374	
Office Supplies	$	0	$	0	$	0	$	0	$	0	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	0	
Travel Per Diem	$	-	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Dues, Licenses & Subscriptions	$	175	$	-	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	175	
Total Expenditures	$	4,197	$	2,446	$	3,520	$	5,155	$	4,531	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	19,849	
							
Excess Revenues (Expenditures)	$	2,780	$	(38)	$	223	$	(870)	$	845	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	2,941	
Kepler Road
Community Development District Long Term Debt Report

Series 2025, Capital Improvement Revenue Bonds		
Interest Rates:	4.400%, 5.125%, 5.400%	
Maturity Date:	5/1/2055	
Optional Redemption Date:
Reserve Fund Definition	
50% Maximum Annual Debt Service	
Reserve Fund Requirement	$171,256	
Reserve Fund Balance	$171,256	
Bonds Outstanding - 12/23/24	$5,115,000	
Current Bonds Outstanding	$5,115,000	

Section 2
Kepler Road
Community Development District

Funding Request #16
November 22, 2024

Bill to:	Trinity Land Company, LLC
General Fund
Payee	FY2025

1	Governmental Management Services - CF, LLC
Invoice # 12 - Management Fees - November 2024

$	1,976.90

 Total:	$	1,976.90 

Please make check payable to:

Kepler Road Community Development District
6200 Lee Vista Boulevard, Suite 300
Orlando, FL 32822
GMS-Central Florida, LLC
1001 Bradford Way
Kingston, TN 37763
Invoice

Bill To:
Kepler Road COD 219 E. Livingston St. Orlando, FL 32801
Invoice#: 12
Invoice Date: 11/1/24
Due Date: 11/1/24
Case:
P.O. Number:

Description	Hours/Qty	Rate	Amount

Management Fees - November 2024		1,666.67	1,666.67	
Website Administration - November 2024		100.00	100.00	
Information Technology - November 2024		150.00	150.00	
Office Supplies		0.03	0.03	
Postage		0.20	0.20	
American Express Statement Closing 10/2/24 - City of Debary Parks &		60.00	60.00	
				
Recs				

Total	$1,976.90	
Payments/Credits	$0.00	
Balance Due	$1,976.90	

RECEIVED 11/11/24

Kepler Road
Community Development District

Funding Request #17
December 17, 2024

Bill to:	Trinity Land Company, LLC

Payee	General Fund FY2025	

1	

Governmental Management Services - CF, LLC
Invoice # 13 - Management Fees - December 2024	

$	1,956.53	
2	Kutak Rock LLP
Invoice # 3484726 - General Counsel - October 2024	
$	1,515.00	
3	Tribune Publishing Company, LLC DBA Orlando Sentinel Communications
Invoice # 102387155000 - Legal Advertising	
$	271.93	

	Total:	$	3,743.46 

Please make check payable to:

Kepler Road Community Development District
6200 Lee Vista Boulevard, Suite 300
Orlando, FL 32822
GMS-Central Florida, LLC
1001 Bradford Way
Kingston, TN 37763
Invoice

Bill To:
Kepler Road CDD 219 E. Livingston St. Orlando, FL 32801
Invoice #: 13
Invoice Date: 12/1/24
Due Date: 12/1/24
Case:
P.O. Number:

Description	Hours/Qty	Rate	Amount

Management Fees - December 2024 Website Administration - December 2024 Information Technology - December 2024 Office Supplies
Postage		1,666.67
100.00
150.00
0.09
39.77	1	1,666.67
100.00
150.00
0.09
39.77	

Total	$1,956.53	
Payments/Credits	$0.00	
Balance Due	$1,956.53	

RECEIVED 12/16/24
K U T A K  R O C K  L L P
TALLAHASSEE, FLORIDA
Telephone 404-222-4600
Facsimile 404-222-4654

Federal ID 47-0597598

November 25, 2024
Check Remit To: Kutak Rock LLP PO Box 30057
Omaha, NE 68103-1157

ACH/Wire Transfer Remit To:
ABA #104000016
First National Bank of Omaha
Kutak Rock LLP A/C # 24690470
Reference: Invoice No. 3484726 Client Matter No. 46323-1
Notification Email: eftgroup@kutakrock.com
Mr. George Flint Kepler Road CDD
C/O Governmental Management Services-Central Florida, LLC 219 East Livingston Street
Orlando, FL 32801	Invoice No. 3484726
46323-1

Re:	General Counsel
For Professional Legal Services Rendered

10/03/24	M. Rigoni	0.30	87.00	Update development status chart and	
				attend call with financing team	
10/07/24	M. Rigoni	0.30	87.00	Review draft agenda and confer with	
				Brookes	
10/08/24	M. Rigoni	1.70	493.00	Finalize master notice of lien and	
				confer with Flint; finalize amended	
				and	restated	budget	funding	
				agreement for FY 2025 and confer	
				with Flint; finalize re-authorization	
				of Phase 1 acquisition back-up for	
				agenda; confer with Brookes	
10/08/24	S. Sandy	0.30	99.00	Review draft minutes	
10/08/24	D. Wilbourn	0.70	122.50	Prepare master notice of assessments	
10/14/24	M. Rigoni	0.80	232.00	Prepare for and attend board and	
				audit committee meeting	
10/15/24	M. Rigoni	0.10	29.00	Review executed master notice of	
				assessment for recording	
10/15/24	D. Wilbourn	0.20	35.00	Record master notice of assessments	
10/16/24	D. Wilbourn	0.10	17.50	Disseminate recorded master notice	
				of assessments	
10/23/24	M. Rigoni	0.10	29.00	Confer with Brookes, Wilhelm and	
				Zare	
KUTAK ROCK LLP
Kepler Road CDD November 25, 2024
Client Matter No. 46323-1 Invoice No. 3484726
Page 2

10/31/24	M. Rigoni	0.70	203.00	Review and confer regarding current
status; conduct follow-up regarding same
TOTAL HOURS	5.30

TOTAL FOR SERVICES RENDERED		$1,434.00	
DISBURSEMENTS			
Filing and Court Fees	56.60		
Freight and Postage	24.40		
TOTAL DISBURSEMENTS		81.00	
TOTAL CURRENT AMOUNT DUE		$1,515.00	

Orlando Sentinel
PO Box 8023
Willoughby, OH 44096	Billed Account Name:
Billed Account Number:
Kepler Road Community Development District
CU80172466
	 MEDIA GROUP	adbilling@tribpub.com
844-348-2445

INVOICE
Page 1 of 2
Invoice Number: Invoice Amount: Billing Period: Due Date:
102387155000
$271.93 10/14/24 - 10/20/24
11/19/24

10/19/24 OSC102387155 Classified Listings, Online
Public Hearling/Bid/Misc_Legal 7713073
271.93

Current
:mfifDJ
1-30
0.00
31-60
0.00
61-90
0.00
91+
0.00
Unapplied Amount 0.00

RECEIVED 12/11/24

Please detach and return this portion with your payment.

Orlando Sentinel
	 MEDIA GROUP

Return Service Requested
PO Box 8023
Willoughby, OH 44096
Billed Period:
Billed Account Name:
Billed Account Number: Invoice Number:
10/14/24 - 10/20/24
Kepler Road Community Development District
CU80172466 102387155000

KEPLER ROAD COMMUNITY DEVELOPMENT DISTRICT BRITTANY BROOKES
219 E LIVINGSTON ST ORLANDO FL 32801-1508
For questions regarding this billing, or change of address notification, please contact Customer Care:

Orlando Sentinel PO Box 8023
Willoughby, OH 44096
l1111l•l1111111•111•11•11111•1111111ll111111•11111111•1111111IIII
All orders for (i) print, digital and/or preprint advertising ("Advertising Services") are subject to Publisher's Advertising Agreement Standard Terms and Conditions ("Ad Publication Terms and Conditions") available at http://tribpub.com/ad-io-terms and (ii) services other than or in addition to publication and/or insertion of advertisements (such as sponsored content creation, website development, advertising strategy design, and search engine optimization, collectively "Creation and Digital Services") are subject to Publisher's Terms and Conditions Content Creation and Digital Services ("Digital Services Terms and Conditions" and collectively with the Ad Publication Terms and Conditions, the "Standards Terms and Conditions") available at http://tribpub.com/ad-io-terms. The Standard Terms and Conditions may be updated from time to time. Your order will be subject to these invoice terms and conditions and the Standard Terms and Condfons as from time to time in effect on the date you place your order. By placing an order, you accept and agree to the Standard Terms and Conditions as from time to time in effect.

As used in these invoice terms and conditions, tronc, Inc. and any and all of their respective affiliates, as defined in the Ad Publication Terms and Conditions as "Publisher'' and in the Digital Services Terms and Conditions as "Tl" shall be collectively referred to herein as "Publisher.'' The Client, as set forth on the face of this invoice, for whose benefit the Advertising Services and/or Creation and Digital Services have been provided, as defined in the Ad Publication Terms and Conditions as "Advertiser" and in the Digital Services Terms and Conditions as "Client,'' shall be collectively referred to herein as "Advertiser.''

FINANCIAL RELATED TERMS
Payments and Disputes
Payment: All invoices shall be paid within 15 days of invoice date or as otheiwise stated on the invoice/payment schedule set forth in the Insertion Order or the Statements of Work ("SOWs").

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sow.

Credit: Credit privileges may be suspended on any Advertiser account that is not paid in accordance with terms or exceeds approved credit limit. For prepaid Advertiser accounts, payment in the form of check, credit card or ACH must be received in advance of space deadline for Advertiser accounts that have not established credit >Mth Publisher. If the Advertiser's account has established credit terms, payments on such accounts may be made by using a credit card; however, such payments must be made by the due date on the invoice. Payments in excess of $2,500.00 cannot be paid using a credrt card. It is the Advertiser's and its agent's responsibility to advise the Publisher's credit department immediately, via registered mail, of any change in business structure or status.

Pricing: For advertising inserts distributed via insertion in Publisher's newspaper and/or via Publisher's non-subscriber distribution program(s), quantity billed is based on the delivery quantity requirements provided by Publisher to Advertiser. Delivery quantity requirements are based on an estimate of circulation ordered plus an estimate for non-subscriber distribution, if any, plus provision for unsold copies of the newspapers, and an estimated amount for shipment and machine si:x:>ilage. Newspaper circulation is variable, therefore, it is recommended that Advertiser or its agent confirm delivery quantity requirements with their advertising sales representative just prior to ordering a print run. However, Publisher shall not be responsible nor provide rate adjustments for shortages or overages in delivery quantity requirements realized through circulation fluctuations or for circulation missed caused by shortages in the Advertiser's insert quantity provided. The terms and conditions of the Rate Cards that apply to the publications in which Advertiser has requested that Ads be published are expressly incorporated herein. If there is a conflict between your Insertion Order and the Rate Card, the Insertion Order will control.

Invoice Disputes: Advertiser and its agents waive any dispute regarding any item included in an invoice unless notice of such dispute is provided to Publisher within a reasonable period not to exceed 10 days.

Late Payment and Collections: Except for invoiced payments that Advertiser or its agent has successfully disputed, Advertiser and the Agency shall be responsible for all costs incurred by Publisher in connection
with the collection of any amounts owing hereunder including, without limitation, collection fees, court costs and reasonable attorneys fees.

No Set-Off
Unless otherwise agreed to by all parties, neither Advertiser nor the Agency may set off against amounts due to Publisher under this invoice any amounts owed by Publisher to Advertiser or the Agency.

Taxes
All prices are exclusive of all sales, use and excise taxes, and any other similar taxes, duties and charges of any kind imposed by any governmental authority on any amount payable by Advertiser or the Agency. Advertiser and the Agency shall be responsible for all such charges, costs and taxes and all amounts paid and payable by Publisher in discharge of the foregoing taxes. This provision shall survive the termination of any agreement between Publisher and the Advertiser or Agency.

Other Services
Except as stated otherwise, payments by or on behalf of Advertiser to Publisher for services or goods other than advertising space, inserts and color shall not be applied toward any revenue totals set forth in the any agreement between Advertiser and Publisher.

Rate Changes & Postal Changes
Publisher shall have the right to revise the advertising rates for Advertising Services, as set forth in Section 7.3 of the Ad Publication Terms and Conditions, at any time upon notice to Advertiser or the Agency of such rates. Advertiser may terminate its agreement on the date the new rates become effective by giving written notice within 30 days of such termination. In the event of such termination, Advertiser and the Agency shall be liable for Ads published prior to such termination at the "Current Agreement Rate," defined as the billing rate in effect at the time of publication.
If the United States Postal Service implements a postage cost increase at any time, Advertiser and the Agency understand and agree that the advertising rates for Advertising Services shall be adjusted to reflect that increase automatically upon the effective date of the United States Postal Service increase.

Page 2 of 2

Sold To:
Published Daily in
Orange, Seminole, Lake, Osceola & Volusia Counties, Florida
Kepler Road Community Development District - CU80172466 219 E Livingston St
Orlando, FL 32801

Bill To:
Kepler Road Community Development District - CU80172466 219 E Livingston St
Orlando, FL 32801

State Of Florida County Of Orange
Before the undersigned authority personally appeared
Rose Williams, who on oath says that he or she is a duly authorized representative of the ORLANDO SENTINEL, a DAILY
newspaper published in ORANGE County, Florida; that the attached copy of advertisement, being a Legal Notice in:
The matter of 11120-Advertisement for Bid Was published in said newspaper by print in the issues of, or by publication on the newspaper's website, if authorized on Oct 19, 2024.
Affiant further says that the newspaper complies with all legal requirements for publication in Chapter 50, Florida Statutes.

Rose Williams

Signature of Affiant	Name of Affiant

Sworn to and subscribed before me on this 21 day of October, 2024,
by above Affiant, who is personally known to me (X) or who has produced identification ( ).

Signature of Notary Public

Name of Notary, Typed, Printed, or Stamped

7713073

7713073

Kepler Road
Community Development District
	Funding Request #18
January 13, 2025		
Bill to:	Trinity Land Company, LLC		
		General Fund	
	Payee	FY2025	

1	

Governmental Management Services - CF, LLC
Invoice # 15 - Management Fees - January 2025	

$	3,646.58	
2	Supervisor Fees - 12/18/24 Meeting
Rocky Owen	
$	215.30	
	Tom Franklin	$	215.30	
3	Tribune Publishing Company, LLC DBA Orlando Sentinel Communications
Invoice # 106517450000 - Legal Advertising	
$	208.18	

	Total:	$	4,285.36 

Please make check payable to:

Kepler Road Community Development District
6200 Lee Vista Boulevard, Suite 300
Orlando, FL 32822
GMS-Central Florida, LLC
1001 Bradford Way
Kingston, TN 37763
Invoice

Bill To:
Kepler Road CDD 219 E. Livingston St. Orlando, FL 32801
Invoice#: 15
Invoice Date: 1/1/25
Due Date: 1/1/25
Case:
P.O. Number:

Description	Hours/Qty	Rate	Amount

Management Fees - January 2025			3,333.33	3,333.33	
Website Administration - January 2025			100.00	100.00	
Information Technology - January 2025			150.00	150.00	
Office Supplies			0.06	0.06	
Postage			1.39	1.39	
Copies			1.80	1.80	
American Express Statement closing 12/2/24 - City of Debary Meeting			60.00	60.00	
					
Room					

Total	$3,646.58	
Payments/Credits	$0.00	
Balance Due	$3,646.58	
Attendance Confirmation
for
BOARD OF SUPERVISORS

,,.

District Name:	Kepler Road CDD

Board Meeting Date:	December 18, 2024

	
Name	In Attendance
Please	Fee Involved Yes/No	

1	
Jason Lonas		
No	

2	
Anthony Iorio		
No	

3	
Doug Beasley		
No	

4	
Rocky Owen		
Yes ($200)	

5	
Tom Franklin		
Yes ($200)	

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

Approved for Payment:

 '---
Dis rict Manager Signature

**RETURN SIGNED DOCUMENT TO DISTRICT ACCOUNTANT**

Orlando Sentinel
MEDIA GROUP

PO Box8023
Willoughby, OH 44096

adbil!ing@tribpub.com 844-348-2445
rnvofc	Is
Billed Account Name:
Billed Account Number: Invoice Number: Invoice Amount:
Billing Period:
Due Date:

Kepler Road Community Development District
CU80172466 106517450000
$208.18 12/09/24- 12/15/24
01/14/25
INV01
All past due amounts are payable Immediately

Page 1 of 2
Invoice Details
Date	tronc
Retereol

Description	AdS"izft  Rate
Hoits

Gross Amo11t.

Total
12/09/24 OSC106517450 Classified Listings, Online
Public Hearli'J9'Bid/Misc_Legal 7735159/
208.18

Account Summa
Current	1-30	31-60	61-90	91+	U napp1ed
Amnunt
208.18	271.93PAID	0.00	0.00	0.00	0.00

RECEIVED 1/7/24

Please detach and return this portion with your payment.

Remittance Section
Orlando Sentinel
MEDIA GROUP

Return Service Requested
PO Box 8023
Willoughby, OH 44096
Billed Period:
Billed Account Name:
Billed Account Number: Invoice Number:
12/09/24 - 12/15/24
Kepler Road Community Development District
CU80172466 106517450000

354000□□5□	<B>
For questions regarding this billing, or change of address notification,
,,,.,
""'''"'I1,1,,,,,,,,,,..,.. ••,,1111,1111111,I•,,,.,..,,,,.
KEPLER ROAD COMMUNITY DEVELOPMENT DIST BRITTANY BROOKES
219 E LIVINGSTON ST ORLANDO FL32801-1508
please contact Customer Care:

Orlando Sentinel PO Box8023
Willoughby, OH 44096
·11111111111•1111 I•11111111111,II,I11111I,111111111•I•I111I111111
· -· -· ---- ·-·..-, r···--, -·;;,·-· ---- -- r·-r····· -- · ----···;;, \ · ·-· ----···;;, --- ··--- , --- --- --- -- --·------ - · ·-· -- ---- -  -...· -	- ,	•
at http://tribpub.com/ad-lo-terms and (ii) services other than or in addition to publication and/or insertion of advertisements (such as sponsored content creation, website development, advertising strategy design, and search engine optimization, collectively "Creation and Digital Services") are subject to Publisher's Temis and Conditions Content Creation and Digital Services ("Digital Services Tem,s and Conditions" and collectively with the Ad Publication Terms and Conditions, the "Standards Terms and Conditions") available at http://lribpub.com/ad-io-terms. The Standard Terms and Conditions may be updated from time totime. YourorderwiD be subject to these invoicetemis and conditions and the Standard Tem,s and Conditions as from time to time in effect on the date you place your order. By placing an order, you accept and agree to the
Standard Terms and Conditions as from time to time in effect.

As used in these invoice terms and conditions, tronc, Inc. and any and all of their respective affiliates, as defined in the Ad Publication Tenns and Conditions as "Publisher'' and in the Digital Services Temis and Conditions as "Tl" shall be collectively referred to herein as "Publisher." The Clien asset forth on the face of this invoice, for whose benefit the Advertising Services and/or Creation and Digital Services have been provided, as defined in the Ad Publication Temis and Conditions as "Advertise!" and in the Digital Services Tenns and Conditions as "Client," shall be collectively referred to herein as "Advertiser."

FINANCIAL RELATED TERMS
Payments and Disputes
Payment: AD inwices shall be paid within 15 days of invoice date or as otherwise stated on the inwice/payment schedule set forth in the Insertion Order or the Statements of Work iSOWs").

Agency Liability: Any obligation of an Advertiser, pursuant to the tem,s stated herein and as set forth in the Standard Temis and Conditions, may be satisfied by an advertising agency which has been duly appointed by Advertiser (or its duly appointed agent) to act on Advertiser's behaW or is otherwise authorized to act on behaW of the Advertiser, whether by express, implied, apparent or other authority (the "Agency"). As set forth in Section 11 of the incorporated Ad Publication Terms and Conditions and in Section 24 of the incorporated Digital Services Temis and Conditions, the Agency shall be liable 0ointly and severally with the Advertiser) for payment fur all Advertising Services and/or Creation and Digital Services provided and invoiced by each Publisher regardless of any contrary language in any past, contemporaneous or future writing, regardless of whether it receives payment from Advertiser and regardless of whether the identity of the Agency's client is known to such Publisher. In addition, Agency agrees: (a) Publisher will not be bound by any terms, conditions
or provisions in any document rontrary to the terms of this invoice; and (b) represents and warrants that, as agent for the Advertiser, It has all necessary authority to submit or enter into the Insertion Order or SOW and place an order with Publisher on behaW of the Advertiser. Agency will make available to Pubfisher upon request written confimiation of the relationship between Agency and Advertiser. This confirmation must indude, among other representations, Advertiser's acknowledgement that Agency is its agent and is authorized to ad on its behaff in connection with the Insertion Order, the SOW, the terms stated in this invoice and the Standard Terms and Conditions. In addition, upon the request of Publisher, Agency will oonfim, whether Advertiser has paid to Agency in advance funds sufficient to make payments pursuant to the Insertion Order or
SOW.

Credit: Credit privileges may be suspended on any Advertiser account that is not paid in acrordance with terms or exceeds approved credit limit. For prepaid Advertiser accounts, payment in the lorn, ofcheck, credit card or ACH must be received in advance of space deadfine for Advertiser accounts that have not established credit with Publisher. It the Advertiser's account has established credit temis, payments on such acrounts may be made by using a credit card; however, such payments must be made by the due date on the invoice. Payments in excess of $2,500.00 cannot be paid using a credit card. It is the Advertiser's and its agent's responsibility to advise the Publisher's credit department immediately, via registered mail, of any change in business structure or status.

Pricing: For advertisin_g inserts distributed via insertion in Publisher's newspaper and/or via Publishe s non-subscriber distribution program(s), quantity billed is based on the delivery quantity requirements provided by Publisher to Advertiser. Delivery quantity requirements are based on an estimate of circulation ordered plus an estimate for non-subscriber distribution, if any, plus provision for unsold copies of the newspapers, and an esllmated amount for shipment and machine spoilage. Newspaper circulation is variable, therefore, ii is recommended that Advertiser or its agent oontinn delivery quantity requirements with their advertising sales representative just prior to ordering a print run. However, Publisher shall not be responsible nor provide rate adjustments for shortages or overages in delivery quantity requirements realized through circulation fluctuations or for circulation missed caused by shortages in the Advertiser's insert quantity provided. The tem,s and conditions of the Rate Cards that apply to the publications in which Advertiser has requested that Ads be published are expressly incorporated herein. It there is a oonflict between your Insertion Order and the Rate Card, the Insertion Order will rontral.

Invoice Disputes: Advertiser and its agents waive any dispute regarding any item included in an invoice unless notice of such dispute is provided to Publisher within a reasonable period not to exceed 10 days.

Late Payment and Collections: Except fur invoiced payments that Advertiser or its agent has successfully disputed, Advertiser and the Agency shall be responsible for all costs incurred by Publisher in connection with the collection of any amounts owing hereunder induding, without fimitation, coilection fees, court costs and reasonable attorneys fees.

No Set-Off
Unless otherwise agreed to by all parties, neither Advertiser nor the Agency may set off against amounts due to Publisher under this invoice any amounts owed by Publisher to Advertiser or the Agency.

Ta>CEIS
Allprices are exclusive of all sales, use and excise taxes, and any other similar taxes, duties and charges of any kind imposed by any governmental authority on any amount payable by Advertiser or the Agency. Advertiser and the Agency shall be responsible fur all such charges, costs and taxes and all amounts paid and payable by Publisher in discharge of the foregoing taxes. This provision shall survive the termination of any agreement between Publisher and the Advertiser or Agency.

Other Services
Except as stated otherwise, payments by or on behaff of Advertiser to Publisher for services or goods other than advertising space, inserts and color shall not be applied toward any revenue totals set forth in the any
agreement between Advertiser and Publisher.

Rate Changes & Postal Changes
Publisher shall have the right to revise the advertising rates for Advertising Services, as set forth in Section 7.3 of the Ad Publication Tenns and Conditions, at any time upon notice to Advertiser or the Agency of such rates. Advertiser may tenninate its agreement on the date the new rates berome effective by gMng written notice within 30 days of such termination. In the event of such termination, Advertiser and the Agency shall be liable for Ads published prior to such termination at the "Current Agreement Rate," defined as the billing rate in effect at the time of publication.
It the United States Postal Service implements a postage cost increase at any time, Advertiser and the Agency understand and agree that the advertising rates for Advertising Services shall be adjusted to reflect that increase automatically upon the effective date of the United States Postal Service increase.

Page 2 of 2

MEDIA GROVP

Sold To:
Published Daily in
Orange, Seminole, Lake, Osceola & Volusia Counties, Florida
Kepler Road Community Development District - CU80172466 219 E Livingston St
Orlando, FL 32801

Bill To:
Kepler Road Community Development District - CU80172466 219 E Livingston St
Orlando, FL 32801

State Of Florida County Of Orange
Before the undersigned authority personally appeared
Rose Williams, who on oath says that he or she is a duly authorized representative of the ORLANDO SENTINEL, a DAILY
newspaper published in ORANGE County, Florida; that the attached copy of advertisement, being a Legal Notice in:
The matter of 11150-Public Hearing Notice Was published in said newspaper by print in the issues of, or by publication on the newspaper's website, if authorized on Dec 09, 2024.

Affiant further says that the newspaper complies with all legal requirements for publication in Chapter 50, Florida Statutes.

Iij&aP

Rose Williams

Signature of Affiant	Name of Affiant

Sworn to and subscribed before me on this 10 day of December, 2024,
by above Affiant, who is personally known to me (X) or who has produced identification ( ).

Signature of Notary Public

Name of Notary, Typed, Printed, or Stamped

7735159
MEDIA GROUP

NOTl:E OF SPECIALMEEllNG KEPLER ROAD COM\KUNllY DEVELOPMENT DISlRICT
A special meeting of the Board of Supervisors of the Kepler Road Community Development Dlstrlct wlll be held Wednesday, December 18,202' at 10:30 A.M. at the Gateway Center of the Arts, 880 Highway 17, DeBary, FL 32713. The purpose of the special meeting Is to handle matters related to the closing of bonds and cover any other business that may come before the Board. Prior to the Board of Supervisors meeting wUI be an Audit Committee meeting of the Kepler Road COD. The meeting Is open to the public and wlll be conducted In accordance with the provisions of Florida Law for Community Development Districts. A copy of the agenda for this meeting may be obtained from the District Manager at 219 E. Livingston Street, Orlando, FL 32801.
The meetings may be continued to a
date, time, and place to be specified on the record at the meeting. There may be occasions when one or more Supervisors, Staff or other Individuals will participate by speak.er telephone. Any	person	requiring		special accommodations at these meetlngs because of a disability or physical Impairment should contact the District Office at (.407) 841-5524 at least forty. eight (48) hours prior to the meeting. If you are hearing or speech Impaired, please contact the Florlda Relay Service 1-800-955-8770, for	aid	In contacting the Dlst.-lct Office.
Each person who decides to appeal
any action taken at these meetings Is advised that person wlll need a record of the proceedings and that accordingly, the person may need to ensure that a verbatim record of the proceedings Is made, Including the testimony and evidence upon which such appeal ls to be based.
George S. Ftrnt
Governmental Management Services
-Central Florida, LLC District Manage.- 12.()9/2024 7735159

7735159

Kepler Road
Community Development District

Funding Request #19
February 11, 2025

Bill to:	Trinity Land Company, LLC
General Fund
Payee	FY2025

Governmental Management Services - CF, LLC
Invoice # 16 - Management Fees - February 2025

$	4,059.11

Kutak Rock LLP
Invoice # 3514012 - General Counsel - November/December 2024

$	1,317.00

	Total:	$	5,376.11 

Please make check payable to:

Kepler Road Community Development District
6200 Lee Vista Boulevard, Suite 300
Orlando, FL 32822
GMS-Central Florida, LLC
1001 Bradford Way
Kingston, TN 37763
Invoice

Bill To:
Kepler Road COD 219 E. Livingston St. Orlando, FL 32801
Invoice#: 16
Invoice Date: 2/1/25
Due Date: 2/1/25
Case:
P.O. Number:

Description	Hours/Qty	Rate	Amount

Management Fees· February 2025 Website Administration• February 2025 Information Technology - February 2025
Dissemination Agent Services - February 2025 Office Supplies
Postage		3,333.33
100.00
150.00
416.67
0.12
58.99	3,333.33
100.00
150.00
416.67
0.12
58.99	

Total	$4,059.11	
Payments/Credits	$0.00	
Balance Due	$4,059.11	

RECEIVED 2/11/25
K U T A K  R O C K  L L P
TALLAHASSEE, FLORIDA
Telephone 404-222-4600
Facsimile 404-222-4654

Federal ID 47-0597598

January 28, 2025
Check Remit To: Kutak Rock LLP PO Box 30057
Omaha, NE 68103-1157

ACH/Wire Transfer Remit To:
ABA #104000016
First National Bank of Omaha
Kutak Rock LLP A/C # 24690470
Reference: Invoice No. 3514012 Client Matter No. 46323-1
Notification Email: eftgroup@kutakrock.com

Mr. George Flint Kepler Road CDD
C/O Governmental Management Services-Central Florida, LLC 219 East Livingston Street
Orlando, FL 32801	Invoice No. 3514012
46323-1

Re:	General Counsel
For Professional Legal Services Rendered

11/14/24	M. Rigoni	0.30	87.00	Review and confer regarding current	
				status	
11/16/24	M. Rigoni	0.20	58.00	Confer	with	Brookes	regarding	
				agenda items for upcoming board	
				meeting	
12/03/24	M. Rigoni	0.30	87.00	Confer	with	Flint	and	Brookes	
				regarding special meeting; follow-up with Brookes regarding revised budget funding agreement	
12/11/24	M. Rigoni	1.10	319.00	Review draft agenda and finalize	
				agenda items; confer with Brookes	
				and Flint	
12/12/24	M. Rigoni	0.30	87.00	Review and confer regarding current	
				status; conduct follow-up regarding	
				same	
12/16/24	M. Rigoni	0.30	87.00	Confer	with	Orosz,	Iorio	and	
				Brookes regarding FY 2025 O&M	
				funding agreement	
12/18/24	M. Rigoni	1.20	348.00	Prepare  for  board  meeting,  draft	
				October minutes, and confer with	
				Flint  and  Brookes;  attend  Board	
				meeting and follow-up	

PRIVILEGED AND CONFIDENTIAL
ATTORNEY-CLIENT COMMUNICATION AND/OR WORK PRODUCT
RECEIVED 1/28/25
KUTAK ROCK LLP
Kepler Road CDD January 28, 2025
Client Matter No. 46323-1 Invoice No. 3514012
Page 2

12/23/24	M. Rigoni	0.50	145.00	Review	executed	acquisition
documents; coordinate requisitions 12/23/24	S. Sandy	0.30	99.00	Confer	regarding	construction
account payments
TOTAL HOURS	4.50
TOTAL FOR SERVICES RENDERED	$1,317.00
TOTAL CURRENT AMOUNT DUE	$1,317.00

PRIVILEGED AND CONFIDENTIAL
ATTORNEY-CLIENT COMMUNICATION AND/OR WORK PRODUCT

Kepler Road
Community Development District

Funding Request #20
March 11, 2025

Bill to:	Trinity Land Company, LLC
General Fund
Payee	FY2025

Governmental Management Services - CF, LLC
Invoice # 17 - Management Fees - March 2025

$	4,000.00

Kutak Rock LLP
Invoice # 3527985 - General Counsel - January 2025

$	1,470.70

	Total:	$	5,470.70 

Please make check payable to:

Kepler Road Community Development District
6200 Lee Vista Boulevard, Suite 300
Orlando, FL 32822
GMS-Central Florida, LLC
1001 Bradford Way
Kingston, TN 37763
Invoice

Bill To:
Kepler Road COD 219 E. Livingston St. Orlando, FL 32801
Invoice #: 17
Invoice Date: 3/1/25
Due Date: 3/1/25
Case:
P.O. Number:

Description	Hours/Qty	Rate	Amount

Management Fees - March 2025 Website Administration - March 2025 Information Technology - March 2025
Dissemination Agent Services - March 2025		3,333.33
100.00
150.00
416.67	3,333.33
100.00
150.00
416.67	

Total	$4,000.00	
Payments/Credits	$0.00	
Balance Due	$4,000.00	

RECEIVED 3/11/25
U T A K  R O C K  L L P
TALLAHASSEE, FLORIDA
Telephone 404-222-4600
Facsimile 404-222-4654

Federal ID 47-0597598

February 28, 2025
Check Remit To: Kutak Rock LLP PO Box 30057
Omaha, NE 68103-1157

ACH/Wire Transfer Remit To:
ABA #104000016
First National Bank of Omaha
Kutak Rock LLP A/C # 24690470
Reference: Invoice No. 3527985 Client Matter No. 46323-1
Notification Email: eftgroup@kutakrock.com

Mr. George Flint Kepler Road CDD
C/O Governmental Management Services-Central Florida, LLC 219 East Livingston Street
Orlando, FL 32801	Invoice No. 3527985
46323-1

Re:	General Counsel
For Professional Legal Services Rendered

01/02/25	M. Rigoni	0.20	61.00	Confer	with	Brookes	regarding
	outstanding district business				
01/06/25	M. Rigoni	0.10	30.50	Confer  with	Arvelo	and  Bussen	
				regarding post-acquisition follow-up	
01/07/25	M. Rigoni	0.20	61.00	Post-issuance follow up	
01/09/25	M. Rigoni	0.40	122.00	Review and confer regarding current	
				status; conduct follow-up regarding	
				same	
01/09/25	D. Wilbourn	1.50	277.50	Compile, review and record ancillary	
				documents; disseminate and confer	
				with financing group regarding same	
01/11/25	L. Whelan	0.70	269.50	Monitor legislative process relating	
				to matters impacting special districts	
01/30/25	M. Rigoni	0.20	61.00	Confer	with	Brookes	regarding	
agenda items
TOTAL HOURS	3.30

RECEIVED 3/4/25
KUTAK ROCK LLP
Kepler Road CDD			
February 28, 2025			
Client Matter No. 46323-1			
Invoice No. 3527985			
Page 2

TOTAL FOR SERVICES RENDERED		
$882.50	
DISBURSEMENTS

Filing and Court Fees	

588.20		
TOTAL DISBURSEMENTS		588.20	
TOTAL CURRENT AMOUNT DUE		$1,470.70