Dowden West Community Development District Agenda January 16, 2025 January 9, 2025 Board of Supervisors Dowden West Community Dear Board Members: The Board of Supervisors of the Dowden West Community Development District will meet Thursday, January 16, 2025 at 9:00 a.m. at GMS-CF, LLC, 219 E. Livingston Street, Orlando, FL 32801. Following is the advance agenda for the meeting: Board of Supervisors Meeting 1. Roll Call 2. Public Comment Period 3. Organizational Matters A. Consideration of Resolution 2025-01 Canvassing and Certifying the Results of the Landowners’ Election B. Acceptance of Resignation of Dane Hamilton in Seat #3 C. Appointment of Individuals to Fulfill Board Vacancies in Seats #2, #3 and #5 D. Administration of Oath of Office to Newly Appointed Board Members E. Election of Officers F. Consideration of Resolution 2025-02 Electing Officers 4. Approval of Minutes of August 15, 2024 Board of Supervisors Meeting and Acceptance of Minutes of the November 21, 2024 Landowners’ Meeting 5. Consideration of Resolution 2025-03 Ratifying Utilities Conveyance of Phase 2A 6. Consideration of Resolution 2025-04 Ratifying Utilities Conveyance of Phase N-4 7. Consideration of Proposal for Mulch Installation from Yellowstone Landscape 8. Consideration of Proposal for Midge Services from Clarke Environmental Mosquito Management 9. Appointment of Audit Committee and Chairman 10. Staff Reports A. Attorney B. Engineer C. District Manager’s Report i. Approval of Check Register ii. Balance Sheet and Income Statement 11. Supervisor’s Requests 12. Other Business 13. Next Meeting Date 14. Adjournment Audit Committee Meeting 1. Roll Call 2. Public Comment Period 3. Audit Services A. Approval of Request for Proposals and Selection Criteria B. Approval of Notice of Request for Proposals for Audit Services C. Public Announcement of Opportunity to Provide Audit Services 4. Adjournment The balance of the agenda will be discussed at the meeting. In the meantime, if you have any questions, please contact me. Sincerely, A black background with a black square Description automatically generated with medium confidence Jason M. Showe District Manager CC: Jan Carpenter, District Counsel Rey Malave, District Engineer Darrin Mossing, GMS Enclosures RESOLUTION 2025-01 A RESOLUTION CANVASSING AND CERTIFYING THE RESULTS OF THE LANDOWNERS’ ELECTION OF THE DOWDEN WEST COMMUNITY DEVELOPMENT DISTRICT HELD PURSUANT TO SECTION 190.006(2), FLORIDA STATUTES WHEREAS, pursuant to Section 190.006(2), Florida Statute, a landowners’ meeting is required to be held within 90 days of the District’s creation and every two years following the creation of a Community Development District for the purpose of electing one (1) supervisor for the District; and WHEREAS, following proper notice of once a week for 2 consecutive weeks in a newspaper of general circulation in the area of the District, the last day of such publication to be not fewer than 14 days or more than 28 days before the date of the election, such landowners meeting was held on November 21, 2024, at which the below-recited persons were duly elected by virtue of the votes cast in their respective favor; and WHEREAS, the Board of Supervisors by means of this Resolution desire to canvas the votes and declare and certify the results of said election; NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE DOWDEN WEST COMMUNITY DEVELOPMENT DISTRICT: 1. The following person is found, certified, and declared to have been duly elected as Supervisors of and for the District, having been elected by the votes cast in their favor as follows: # of Votes Terms Supervisor __________________ 4 Year Term 2. The terms of office shall commence immediately upon the adoption of this Resolution: PASSED AND ADOPTED this 16th day of January, 2025. Secretary/Assistant Secretary Chairman/Vice Chairman RESOLUTION 2025-02 A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE DOWDEN WEST COMMUNITY DEVELOPMENT DISTRICT ELECTING THE OFFICERS OF THE DISTRICT AND PROVIDING FOR AN EFFECTIVE DATE WHEREAS, the Dowden West Community Development District (the “District”) is a local unit of special purpose government created and existing pursuant to Chapter 190, Florida Statutes; and WHEREAS, the Board of Supervisors of the District (“Board”) desires to elect the Officers of the District. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE DOWDEN WEST COMMUNITY DEVELOPMENT DISTRICT: Section 1. The following persons are elected to the offices shown: Chairman ________________________ Vice Chairman ________________________ Secretary ________________________ Assistant Secretary ________________________ Assistant Secretary ________________________ Assistant Secretary ________________________ Assistant Secretary ________________________ Treasurer ________________________ Assistant Treasurer ________________________ Assistant Treasurer ________________________ Section 2. This Resolution shall become effective immediately upon its adoption. PASSED AND ADOPTED this 16th day of January, 2025. ATTEST: DOWDEN WEST COMMUNITY DEVELOPMENT DISTRICT _________________________________ ____________________________________ Secretary/Assistant Secretary Chairman/Vice Chairman MINUTES OF MEETING DOWDEN WEST COMMUNITY DEVELOPMENT DISTRICT The Dowden West Community Development District held a Landowners’ meeting Thursday, November 21, 2024 at 9:00 a.m. in the offices of GMS-CF, LLC, 219 E. Livingston Street, Orlando, Florida. Present were: Jason Showe District Manager, GMS Stephannie Coffin Proxy FIRST ORDER OF BUSINESS Determination of Number of Voting Units Represented Mr. Showe stated we have 408 voting units represented. SECOND ORDER OF BUSINESS Call to Order Mr. Showe called the Landowners’ meeting to order. THIRD ORDER OF BUSINESS Election of a Chairman for the Purpose of Conducting the Landowners’ Meeting Mr. Showe was appointed as Chairman for the purpose of conducting the Landowners’ meeting. FOURTH ORDER OF BUSINESS Nominations for Position of Supervisor Ms. Coffin nominated Elizabeth Manchester for the position of supervisor. FIFTH ORDER OF BUSINESS Casting of Ballots Ms. Coffin casted 300 votes for Elizabeth Manchester. SIXTH ORDER OF BUSINESS Ballot Tabulation Mr. Showe noted that Elizabeth Manchester will serve a four-year term of office. SEVENTH ORDER OF BUSINESS Landowners Questions and Comments There being no comments, the next item followed. EIGHTH ORDER OF BUSINESS Adjournment The Landowners’ meeting was adjourned. RESOLUTION 2025-03 A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE DOWDEN WEST COMMUNITY DEVELOPMENT DISTRICT RATIFYING THE CONVEYNACE OF INFRASTRUCTURE IMPROVEMENTS FROM BEACHLINE SOUTH RESIDENTIAL, LLC TO THE DISTRICT AND FROM THE DISTRICT TO ORANGE COUNTY, FLORIDA; AUTHORIZING DISTRICT STAFF AND THE CHAIRMAN TO REVIEW, EXECUTE AND ACCEPT ALL DOCUMENTS TO EFFECTUATE SUCH CONVEYANCE; PROVIDING FOR SEVERABILITY AND AN EFFECTIVE DATE. WHEREAS, the Dowden West Community Development District (the “District”) is a local unit of special purpose government duly organized and existing under the provisions of the Uniform Community Development District Act of 1980, Chapter 190, Florida Statutes, as amended (the “Act”), for the purpose of, among other things, financing and managing the acquisition, construction, maintenance and operation of certain infrastructure within and without the boundaries of the premises to be governed by the District; and WHEREAS, the District has the authority, generally under the Act, and specifically under Section 190.012, Florida Statutes, to acquire real property and improvements for, among other things, the purposes of operating and maintaining systems, facilities, and basic infrastructure within the District; and WHEREAS, the District has the authority, generally under Florida Law and the Act, and specifically under Section 190.011(7)(a), Florida Statutes, to acquire, dispose of any real property, dedications or platted reservations in any manner so long as it is in the best interest of the District; and WHEREAS, Beachline South Residential, LLC, a Florida limited liability company (hereinafter “Beachline”), has requested the approval and transfer by the District of infrastructure improvements, as more particularly described in the Bills of Sale Absolute and Agreement, Owner’s Affidavit and Certificate of District Engineer, attached hereto as Exhibit “A” (the “Conveyance Documents”), from Beachline to the District, and thereafter from the District to Orange County, Florida, a charter county and political subdivision of the State of Florida (hereinafter, “Orange County”); and WHEREAS, the District Counsel and the District Manager have reviewed the conveyances from Beachline, and the District Engineer has also reviewed the conveyances and has provided a Certificate of District Engineer for each conveyance, attached hereto as part of Exhibit “A,” to evidence compliance with the requirements of the District for accepting the conveyances. NOW, THEREFORE, BE IT RESOLVED by the Board of Supervisors of the District (the “Board”), as follows: Resolution 2025-03 Ratifying Utilities Conveyance from Developer to District and then from District to Orange County (Phase 2A) Dowden West Community Development District 1. Incorporation of Recitals. The above recitals so stated are true and correct and by this reference are incorporated into and form a material part of this Resolution. 2. Ratification of Acquisition and Transfer of the Improvements. The Board hereby ratifies the transfer and acceptance of the infrastructure improvements described in Exhibit “A,” to the District and thereafter to Orange County, and ratifies and accepts the documents evidencing such conveyances in Exhibit “A.” 3. Authorization of District Staff. The Chairman, the Vice Chairman, the Secretary, any Assistant Secretary and the District Manager of the District, and any authorized designee thereof (collectively, the "District Officers"), District Counsel, and the District Engineer are hereby authorized and directed to take all actions necessary or desirable in connection with the conveyance of the improvements described in Exhibit “A,” and all transactions in connection therewith. The District Officers are hereby authorized and directed to execute all necessary or desirable certificates, documents, papers, and agreements necessary to the undertaking and fulfillment of all transactions contemplated by this Resolution. 4. Ratification of Prior Actions. All actions taken to date by the District Officers, District Manager, District Counsel, District Engineer, are hereby ratified and authorized on behalf of the District. 5. Severability. If any section, paragraph, clause or provision of this Resolution shall be held to be invalid or ineffective for any reason, the remainder of this Resolution shall continue in full force and effect, it being expressly hereby found and declared that the remainder of this Resolution would have been adopted despite the invalidity or ineffectiveness of such section, paragraph, clause or provision. 6. Effective Date. This Resolution shall take effect immediately upon its adoption. [Continues on the Following Pages] PASSED in public meeting of the Board of Supervisors of the Dowden West Community Development District, this 16th day of January, 2025. DOWDEN WEST COMMUNITY DEVELOPMENT DISTRICT, a Florida community development district Attest: ______________________________ By: __________________________________ Print: _________________________ Name: _______________________________ Secretary/Asst. Secretary Title: _________________________________ EXHIBIT “A” CONVEYANCE DOCUMENTS 1. Bill of Sale Absolute and Agreement between Beachline South Residential, LLC and the Dowden West Community Development District; 2. Bill of Sale Absolute and Agreement between the Dowden West Community Development District and Orange County, Florida; 3. Owner’s Affidavit; and 4. Certificate of District Engineer BILL OF SALE ABSOLUTE AND AGREEMENT Potable Water, Reclaimed Water & Sanitary Sewer System Improvements (East West Collector Road 2A) Dowden West Community Development District THIS BILL OF SALE ABSOLUTE AND AGREEMENT (this “Agreement”) is made as of this ____ day of ____________, 2024, by and between DOWDEN WEST COMMUNITY DEVELOPMENT DISTRICT (hereinafter referred to as the “District”), a Florida community development district created pursuant to Chapter 190, Florida Statutes, whose address is c/o Governmental Management Services – Central Florida, LLC, 219 E. Livingston Street, Orlando, Florida 32801, and BEACHLINE SOUTH RESIDENTIAL, LLC, a Florida limited liability company (hereinafter referred to as “Developer”) whose address is 4901 Vineland Road, Suite 450, Orlando, Florida 32811. RECITALS WHEREAS, Developer owns certain pipes, lines, valves, gate valves, valve boxes, thrust blocks, hydrants, manholes, fittings, equipment, and related improvements (collectively, the “Improvements”) located on the real property described on Exhibit “A-1” attached hereto (the “Property”), which comprise a portion of the potable water, reclaimed water and sanitary sewer system located within the boundaries of the District, as more specifically depicted on Exhibit “A-2” attached hereto (the “System”); and WHEREAS, both Developer and the District find it to be in the best interest of both parties for the District to perpetually own, operate and maintain the Improvements for the System located on the Property, as the District may deem reasonable or appropriate, within its sole discretion, for the benefit of the District; and WHEREAS, Developer desires to convey the Improvements to the District to allow such perpetual ownership, operation and maintenance, and the District desires to accept such ownership, operation and maintenance of the Improvements from the Developer. NOW, THEREFORE, the parties hereto hereby agree to and acknowledge the following: 1. The above recitals are true and correct and are hereby incorporated into this Agreement. 2. KNOW ALL MEN BY THESE PRESENTS that Developer, of the County of Orange and the State of Florida, for and in consideration of the sum of Ten Dollars ($10.00) lawful money of the United States, to it paid by the District, the receipt whereof is hereby acknowledged, has granted, bargained, sold, transferred and delivered, and by these presents does grant, bargain, sell, transfer, set over and deliver unto the District, its executors, administrators and assigns, and the District hereby accepts, all of Developer’s right, title and interest in and to the Improvements for the System located on the Property, to have and to hold the same unto the District, its executors, administrators and assigns forever. 3. The Developer represents and warrants to the District that to the best of Developer’s knowledge, Developer has good and lawful right, title and interest in the Improvements for the System located on the Property and that such Improvements are free and clear of any and all liens, encumbrances, claims and demands, Developer will freely and fully warrant and defend such Improvements against the lawful claims of any person claiming by, through or under the Developer, but against none other, and that such Improvements are in good working conditions, and as of the date hereof, there are no defaults or violations of the terms and conditions of any contracts, warranties, permits, approvals and guarantees. 4. The District understands and acknowledges that the District is accepting all Improvements described and conveyed herein in their “as-is” condition; provided, however, the Developer hereby specifically warrants that such Improvements and all work associated with the design and installation of such Improvements shall be free from any defective workmanship and all materials and equipment used in the installation of such Improvements were new and of good quality as is customarily used for the installation of such Improvements. This warranty shall survive the conveyance of the Improvements for a period of two (2) years. 5. This Agreement may be executed in any number of counterparts, including by electronic or digital signature in accordance with Chapter 668, Florida Statutes, each of which shall be deemed an original, but all of which shall constitute one and the same instrument. [SIGNATURES APPEAR ON THE FOLLOWING PAGES] COUNTERPART SIGNATURE PAGE TO BILL OF SALE ABSOLUTE AND AGREEMENT Potable Water, Reclaimed Water & Sanitary Sewer System Improvements (East West Road 2A) IN WITNESS WHEREOF, the parties hereto have caused these presents to be executed in their respective names, by their proper officer thereunto duly authorized, as of the day and year first above written. BEACHLINE SOUTH RESIDENTIAL, LLC, a Florida limited liability company By:______________________________ Print: Elizabeth Manchester Title: Vice President STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me by means of [ ] physical presence or [ ] online notarization, this _____ day of _________, 2024, by Elizabeth Manchester as Vice President of BEACHLINE SOUTH RESIDENTIAL, LLC, a Florida limited liability company, on behalf of the limited liability company. Said person is [ ] personally known to me or [ ] has produced ___________________ as identification. Notary Public; State of Florida Print Name: My Commission Expires: My Commission No.: COUNTERPART SIGNATURE PAGE TO BILL OF SALE ABSOLUTE AND AGREEMENT Potable Water, Reclaimed Water & Sanitary Sewer System Improvements (East West Road 2A) DOWDEN WEST COMMUNITY DEVELOPMENT DISTRICT, a Florida community development district ATTEST: By: _________________________________ By: ____________________________ Print: Ralph Charles Bell Secretary/Asst. Secretary Title: Chairman STATE OF FLORIDA COUNTY OF ________________ The foregoing instrument was acknowledged before me by means of [ ] physical presence or [ ] online notarization, this _____ day of _____________, 2024, by Chuck Bell, as Chairman of the Board of Supervisors of the DOWDEN WEST COMMUNITY DEVELOPMENT DISTRICT, a Florida community development district, on its behalf, and was attested to by __________________________ as the Secretary/Assistant Secretary of the DOWDEN WEST COMMUNITY DEVELOPMENT DISTRICT, on its behalf. Said person is [ ] personally known to me or [ ] has produced ______________________ as identification. Notary Public; State of Florida Print Name: My Commission Expires: My Commission No.: EXHIBIT “A” IMPROVEMENTS All pipes, lines, valves, gate valves, valve boxes, thrust blocks, hydrants, manholes, fittings, equipment, and related improvements located on the real property described on Exhibit “A-1”, which comprise a portion of the potable water, reclaimed water and sanitary sewer system, as more specifically depicted on Exhibit “A-2”. EXHIBIT “A-1” PROPERTY LEGAL DESCRIPTION: A PORTION OF SECTION 34, TOWNSHIP 23 SOUTH, RANGE 31 EAST, AND PORTIONS OF SECTIONS 2 & 3, TOWNSHIP 24 SOUTH, RANGE 31 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 2; THENCE N00°09'35"W, ALONG THE EAST LINE OF SAID SECTION 3, A DISTANCE OF 1648.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 995.00 FEET, A CENTRAL ANGLE OF 32°10'21", A CHORD BEARING OF N59°35'59"W AND A CHORD DISTANCE OF 551.40 FEET;AND ALSO THE POINT OF BEGINNING; THENCE DEPARTING SAID WEST LINE, RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 558.71 FEET TO A POINT OF TANGENCY; THENCE N43°30'49"W, A DISTANCE OF 645.46 FEET; TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1002.00 FEET, A CENTRAL ANGLE OF 27°10'09", A CHORD BEARING OF N57°05'53"W AND A CHORD DISTANCE OF 470.70 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 475.14 FEET TO THE END OF SAID CURVE; THENCE S02°48'05"E, A DISTANCE OF 65.11 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 942.00 FEET, A CENTRAL ANGLE OF 11°50'34", A CHORD BEARING OF N75°06'46"W AND A CHORD DISTANCE OF 194.36 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 194.71 FEET TO A POINT OF TANGENCY; THENCE N81°02'03"W, A DISTANCE OF 108.76 FEET; THENCE N08°57'57"E, A DISTANCE OF 45.00 FEET; THENCE N81°02'03"W, A DISTANCE OF 196.57 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 1010.00 FEET, A CENTRAL ANGLE OF 19°19'54", A CHORD BEARING OF N71°22'06"W AND A CHORD DISTANCE OF 339.16 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 340.78 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 38°28'17", A CHORD BEARING OF S50°33'21"W AND A CHORD DISTANCE OF 9.88 FEET; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 10.07 FEET TO A POINT OF TANGENCY; THENCE S31°19'12"W, A DISTANCE OF 5.85 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 1025.00 FEET, A CENTRAL ANGLE OF 05°35'31", A CHORD BEARING OF N58°40'48"W AND A CHORD DISTANCE OF 100.00 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 100.04 FEET TO THE END OF SAID CURVE; THENCE N31°19'12"E, A DISTANCE OF 5.85 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 86°20'47", A CHORD BEARING OF N11°51'11"W AND A CHORD DISTANCE OF 20.53 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 22.61 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 1005.00 FEET, A CENTRAL ANGLE OF 01°10'13", A CHORD BEARING OF N54°26'28"W AND A CHORD DISTANCE OF 20.53 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 20.53 FEET TO A POINT OF TANGENCY; THENCE N53°51'21"W, A DISTANCE OF 280.08 FEET; THENCE S36°08'39"W, A DISTANCE OF 50.00 FEET; THENCE N53°51'21"W, A DISTANCE OF 419.14 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1332.00 FEET, A CENTRAL ANGLE OF 12°10'54", A CHORD BEARING OF N59°56'48"W AND A CHORD DISTANCE OF 282.66 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 283.20 FEET TO THE END OF SAID CURVE; THENCE N23°57'45"E, A DISTANCE OF 45.00 FEET TO A POINT ON A NONTANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 1377.00 FEET, A CENTRAL ANGLE OF 05°27'38", A CHORD BEARING OF N68°46'04"W AND A CHORD DISTANCE OF 131.18 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 131.23 FEET TO THE END OF SAID CURVE; THENCE N18°30'08"E, A DISTANCE OF 148.07 FEET; THENCE N51°56'37"E, A DISTANCE OF 25.00 FEET; THENCE S38°03'23"E, A DISTANCE OF 20.84 FEET; THENCE S06°30'01"E, A DISTANCE OF 3.08 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1532.00 FEET, A CENTRAL ANGLE OF 16°25'40", A CHORD BEARING OF S62°04'11"E AND A CHORD DISTANCE OF 437.75 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 439.25 FEET TO A POINT OF TANGENCY; THENCE S53°51'21"E, A DISTANCE OF 109.67 FEET; THENCE S36°08'39"W, A DISTANCE OF 50.00 FEET; THENCE S53°51'21"E, A DISTANCE OF 118.85 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF N81°08'39"E AND A CHORD DISTANCE OF 21.21 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 23.56 FEET TO THE POINT OF TANGENCY; THENCE N36°08'39"E, A DISTANCE OF 5.00 FEET; THENCE S53°51'21"E, A DISTANCE OF 90.00 FEET; THENCE N36°08'39"E, A DISTANCE OF 36.46 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 200.00 FEET, A CENTRAL ANGLE OF 37°25'44", A CHORD BEARING OF N17°25'47"E AND A CHORD DISTANCE OF 128.34 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 130.65 FEET TO THE END OF SAID CURVE; THENCE N79°09'40"E, A DISTANCE OF 504.22 FEET; THENCE S75°50'41"E, A DISTANCE OF 25.12 FEET; THENCE S08°36'56"W, A DISTANCE OF 40.55 FEET; THENCE S11°04'16"E, A DISTANCE OF 34.53 FEET; THENCE S03°43'56"W, A DISTANCE OF 47.66 FEET; THENCE S65°38'30"W, A DISTANCE OF 26.40 FEET; THENCE S53°38'10"W, A DISTANCE OF 28.43 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 500.00 FEET, A CENTRAL ANGLE OF 04°03'57", A CHORD BEARING OF S37°26'51"E AND A CHORD DISTANCE OF 35.47 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 35.48 FEET TO A POINT OF TANGENCY; THENCE S39°28'49"E, A DISTANCE OF 66.63 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 800.00 FEET, A CENTRAL ANGLE OF 13°58'18", A CHORD BEARING OF S32°29'40"E AND A CHORD DISTANCE OF 194.60 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 195.08 FEET TO THE END OF SAID CURVE; THENCE N58°25'20"E, A DISTANCE OF 73.95 FEET; THENCE S66°23'12"E, A DISTANCE OF 83.46 FEET; THENCE S07°54'27"E, A DISTANCE OF 150.70 FEET; THENCE S11°40'24"E, A DISTANCE OF 70.85 FEET; THENCE S00°10'41"E, A DISTANCE OF 9.61 FEET; THENCE S81°02'03"E, A DISTANCE OF 113.97 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 1142.00 FEET, A CENTRAL ANGLE OF 09°28'28", A CHORD BEARING OF S76°17'49"E AND A CHORD DISTANCE OF 188.62 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 188.84 FEET TO THE END OF SAID CURVE; THENCE S18°26'25"W, A DISTANCE OF 50.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 1092.00 FEET, A CENTRAL ANGLE OF 05°57'35", A CHORD BEARING OF S68°34'48"E AND A CHORD DISTANCE OF 113.54 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 113.59 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 86°38'02", A CHORD BEARING OF N71°04'59"E AND A CHORD DISTANCE OF 20.58 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 22.68 FEET TO THE END OF SAID CURVE; THENCE N27°45'58"E, A DISTANCE OF 5.79 FEET; TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1112.00 FEET, A CENTRAL ANGLE OF 05°09'15", A CHORD BEARING OF S62°14'02"E AND A CHORD DISTANCE OF 100.00 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 100.03 FEET TO THE END OF SAID CURVE; THENCE S27°45'58"W, A DISTANCE OF 5.79 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 86°38'02", A CHORD BEARING OF S15°33'03"E AND A CHORD DISTANCE OF 20.58 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 22.68 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1092.00 FEET, A CENTRAL ANGLE OF 15°21'15", A CHORD BEARING OF S51°11'26"E AND A CHORD DISTANCE OF 291.76 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 292.63 FEET TO A POINT OF TANGENCY; THENCE S43°30'49"E, A DISTANCE OF 519.36 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF S88°30'49"E AND A CHORD DISTANCE OF 21.21 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 23.56 FEET TO THE POINT OF TANGENCY; THENCE N46°29'11"E, A DISTANCE OF 5.00 FEET; THENCE S43°30'49"E, A DISTANCE OF 100.00 FEET; THENCE S46°29'11"W, A DISTANCE OF 4.99 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 90°15'03", A CHORD BEARING OF S01°21'40"W AND A CHORD DISTANCE OF 21.26 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 23.63 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 905.00 FEET, A CENTRAL ANGLE OF 39°08'30", A CHORD BEARING OF S63°20'07"E AND A CHORD DISTANCE OF 606.30 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 618.25 FEET TO THE END OF SAID CURVE; THENCE S07°05'37"W, A DISTANCE OF 90.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 995.00 FEET, A CENTRAL ANGLE OF 07°13'13", A CHORD BEARING OF N79°17'46"W AND A CHORD DISTANCE OF 125.31 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 125.39 FEET TO THE POINT OF BEGINNING. . CONTAINING 794,083 SQAURE FEET OR 18.23 ACRES MORE OR LESS. EXHIBIT “A-2” SYSTEM ATTACHED. DOWDEN WEST COMMUNITY DEVELOPMENT DISTRICT 219 E. LIVINGSTON STREET ORLANDO, FLORIDA 32801 Bill of Sale Water, Reclaimed Water & Sanitary Sewer System Meridian Parks East West Collector Road Phase 2A {OCU Permit 22-U-120} Dowden West Community Development District, a local unit of special-purpose government established pursuant to Chapter 190, Florida Statutes, whose address is c/o Governmental Management Services – Central Florida, LLC, 219 E. Livingston Street, Orlando, Florida 32801 (“Seller”), for and in consideration of the sum of one dollar ($1.00) and other valuable consideration paid to Seller by County of Orange, a charter county and political subdivision of the State of Florida (“Buyer”), the receipt and sufficiency of which are hereby acknowledged does hereby grant, sell, transfer, convey and deliver to Buyer all pipes, lines, valves, gate valves, valve boxes, thrust blocks, hydrants, manholes, lift stations, fittings, equipment, and other goods that comprise the water, reclaimed water and sanitary sewer system installed by Seller and located on the County easements or rights-of-way as shown on the record drawings, more specifically described as follows: PROJECT: Meridian Parks East West Collector Road Phase 2A Plat Book 114 Pages 114-118 Please see the attached Exhibit “A” – Legal Description Section 34 Township 23 South, Range 31 East Orange County, Florida Buyer shall have all rights and title to the goods in itself and its assigns. Seller warrants that it is the lawful owners of the goods and the goods are free from all liens and encumbrances. Seller has good right to sell the goods and will warrant and defend the right against the lawful claims and demands of all persons. By: Name: Title: ________________________ IN WITNESS WHEREOF, Seller has executed this Agreement at , Florida on , 2024. SIGNED, SEALED AND DELIVERED IN THE PRESENCE OF: By: Witness Attest: Exhibit A EAST WEST CONNECTOR ROAD SEGMENT 2 LEGAL DESCRIPTION: A PORTION OF SECTION 34, TOWNSHIP 23 SOUTH, RANGE 31 EAST, AND PORTIONS OF SECTIONS 2 & 3, TOWNSHIP 24 SOUTH, RANGE 31 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 2; THENCE N00°09'35"W, ALONG THE EAST LINE OF SAID SECTION 3, A DISTANCE OF 1648.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 995.00 FEET, A CENTRAL ANGLE OF 32°10'21", A CHORD BEARING OF N59°35'59"W AND A CHORD DISTANCE OF 551.40 FEET;AND ALSO THE POINT OF BEGINNING; THENCE DEPARTING SAID WEST LINE, RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 558.71 FEET TO A POINT OF TANGENCY; THENCE N43°30'49"W, A DISTANCE OF 645.46 FEET; TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1002.00 FEET, A CENTRAL ANGLE OF 27°10'09", A CHORD BEARING OF N57°05'53"W AND A CHORD DISTANCE OF 470.70 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 475.14 FEET TO THE END OF SAID CURVE; THENCE S02°48'05"E, A DISTANCE OF 65.11 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 942.00 FEET, A CENTRAL ANGLE OF 11°50'34", A CHORD BEARING OF N75°06'46"W AND A CHORD DISTANCE OF 194.36 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 194.71 FEET TO A POINT OF TANGENCY; THENCE N81°02'03"W, A DISTANCE OF 108.76 FEET; THENCE N08°57'57"E, A DISTANCE OF 45.00 FEET; THENCE N81°02'03"W, A DISTANCE OF 196.57 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 1010.00 FEET, A CENTRAL ANGLE OF 19°19'54", A CHORD BEARING OF N71°22'06"W AND A CHORD DISTANCE OF 339.16 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 340.78 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 38°28'17", A CHORD BEARING OF S50°33'21"W AND A CHORD DISTANCE OF 9.88 FEET; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 10.07 FEET TO A POINT OF TANGENCY; THENCE S31°19'12"W, A DISTANCE OF 5.85 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 1025.00 FEET, A CENTRAL ANGLE OF 05°35'31", A CHORD BEARING OF N58°40'48"W AND A CHORD DISTANCE OF 100.00 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 100.04 FEET TO THE END OF SAID CURVE; THENCE N31°19'12"E, A DISTANCE OF 5.85 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 86°20'47", A CHORD BEARING OF N11°51'11"W AND A CHORD DISTANCE OF 20.53 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 22.61 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 1005.00 FEET, A CENTRAL ANGLE OF 01°10'13", A CHORD BEARING OF N54°26'28"W AND A CHORD DISTANCE OF 20.53 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 20.53 FEET TO A POINT OF TANGENCY; THENCE N53°51'21"W, A DISTANCE OF 280.08 FEET; THENCE S36°08'39"W, A DISTANCE OF 50.00 FEET; THENCE N53°51'21"W, A DISTANCE OF 419.14 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1332.00 FEET, A CENTRAL ANGLE OF 12°10'54", A CHORD BEARING OF N59°56'48"W AND A CHORD DISTANCE OF 282.66 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 283.20 FEET TO THE END OF SAID CURVE; THENCE N23°57'45"E, A DISTANCE OF 45.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 1377.00 FEET, A CENTRAL ANGLE OF 05°27'38", A CHORD BEARING OF N68°46'04"W AND A CHORD DISTANCE OF 131.18 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 131.23 FEET TO THE END OF SAID CURVE; THENCE N18°30'08"E, A DISTANCE OF 148.07 FEET; THENCE N51°56'37"E, A DISTANCE OF 25.00 FEET; THENCE S38°03'23"E, A DISTANCE OF 20.84 FEET; THENCE S06°30'01"E, A DISTANCE OF 3.08 FEET TO A POINT ON A NONTANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1532.00 FEET, A CENTRAL ANGLE OF 16°25'40", A CHORD BEARING OF S62°04'11"E AND A CHORD DISTANCE OF 437.75 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 439.25 FEET TO A POINT OF TANGENCY; THENCE S53°51'21"E, A DISTANCE OF 109.67 FEET; THENCE S36°08'39"W, A DISTANCE OF 50.00 FEET; THENCE S53°51'21"E, A DISTANCE OF 118.85 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF N81°08'39"E AND A CHORD DISTANCE OF 21.21 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 23.56 FEET TO THE POINT OF TANGENCY; THENCE N36°08'39"E, A DISTANCE OF 5.00 FEET; THENCE S53°51'21"E, A DISTANCE OF 90.00 FEET; THENCE N36°08'39"E, A DISTANCE OF 36.46 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 200.00 FEET, A CENTRAL ANGLE OF 37°25'44", A CHORD BEARING OF N17°25'47"E AND A CHORD DISTANCE OF 128.34 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 130.65 FEET TO THE END OF SAID CURVE; THENCE N79°09'40"E, A DISTANCE OF 504.22 FEET; THENCE S75°50'41"E, A DISTANCE OF 25.12 FEET; THENCE S08°36'56"W, A DISTANCE OF 40.55 FEET; THENCE S11°04'16"E, A DISTANCE OF 34.53 FEET; THENCE S03°43'56"W, A DISTANCE OF 47.66 FEET; THENCE S65°38'30"W, A DISTANCE OF 26.40 FEET; THENCE S53°38'10"W, A DISTANCE OF 28.43 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 500.00 FEET, A CENTRAL ANGLE OF 04°03'57", A CHORD BEARING OF S37°26'51"E AND A CHORD DISTANCE OF 35.47 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 35.48 FEET TO A POINT OF TANGENCY; THENCE S39°28'49"E, A DISTANCE OF 66.63 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 800.00 FEET, A CENTRAL ANGLE OF 13°58'18", A CHORD BEARING OF S32°29'40"E AND A CHORD DISTANCE OF 194.60 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 195.08 FEET TO THE END OF SAID CURVE; THENCE N58°25'20"E, A DISTANCE OF 73.95 FEET; THENCE S66°23'12"E, A DISTANCE OF 83.46 FEET; THENCE S07°54'27"E, A DISTANCE OF 150.70 FEET; THENCE S11°40'24"E, A DISTANCE OF 70.85 FEET; THENCE S00°10'41"E, A DISTANCE OF 9.61 FEET; THENCE S81°02'03"E, A DISTANCE OF 113.97 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 1142.00 FEET, A CENTRAL ANGLE OF 09°28'28", A CHORD BEARING OF S76°17'49"E AND A CHORD DISTANCE OF 188.62 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 188.84 FEET TO THE END OF SAID CURVE; THENCE S18°26'25"W, A DISTANCE OF 50.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 1092.00 FEET, A CENTRAL ANGLE OF 05°57'35", A CHORD BEARING OF S68°34'48"E AND A CHORD DISTANCE OF 113.54 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 113.59 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 86°38'02", A CHORD BEARING OF N71°04'59"E AND A CHORD DISTANCE OF 20.58 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 22.68 FEET TO THE END OF SAID CURVE; THENCE N27°45'58"E, A DISTANCE OF 5.79 FEET; TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1112.00 FEET, A CENTRAL ANGLE OF 05°09'15", A CHORD BEARING OF S62°14'02"E AND A CHORD DISTANCE OF 100.00 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 100.03 FEET TO THE END OF SAID CURVE; THENCE S27°45'58"W, A DISTANCE OF 5.79 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 86°38'02", A CHORD BEARING OF S15°33'03"E AND A CHORD DISTANCE OF 20.58 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 22.68 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1092.00 FEET, A CENTRAL ANGLE OF 15°21'15", A CHORD BEARING OF S51°11'26"E AND A CHORD DISTANCE OF 291.76 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 292.63 FEET TO A POINT OF TANGENCY; THENCE S43°30'49"E, A DISTANCE OF 519.36 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF S88°30'49"E AND A CHORD DISTANCE OF 21.21 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 23.56 FEET TO THE POINT OF TANGENCY; THENCE N46°29'11"E, A DISTANCE OF 5.00 FEET; THENCE S43°30'49"E, A DISTANCE OF 100.00 FEET; THENCE S46°29'11"W, A DISTANCE OF 4.99 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 90°15'03", A CHORD BEARING OF S01°21'40"W AND A CHORD DISTANCE OF 21.26 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 23.63 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 905.00 FEET, A CENTRAL ANGLE OF 39°08'30", A CHORD BEARING OF S63°20'07"E AND A CHORD DISTANCE OF 606.30 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 618.25 FEET TO THE END OF SAID CURVE; THENCE S07°05'37"W, A DISTANCE OF 90.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 995.00 FEET, A CENTRAL ANGLE OF 07°13'13", A CHORD BEARING OF N79°17'46"W AND A CHORD DISTANCE OF 125.31 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 125.39 FEET TO THE POINT OF BEGINNING. . CONTAINING 794,083 SQAURE FEET OR 18.23 ACRES MORE OR LESS. OWNER’S AFFIDAVIT Water, Reclaimed Water & Sanitary Sewer System Improvements (Phase 2A) Dowden West Community Development District STATE OF FLORIDA COUNTY OF ORANGE BEFORE ME, the undersigned authority, personally appeared ____________ (“Affiant”) as ___________________ of Beachline South Residential, LLC, a Florida limited liability company, whose principal address is 4901 Vineland Road, Suite 450, Orlando, Florida 32811 (the “Owner”), who being first duly sworn on oath says: 1. That Affiant knows of his own knowledge that the Owner is the owner of certain infrastructure improvements (the “Improvements”) on land located in Orange County, Florida, as more particularly described on Exhibit “A” attached hereto (the “Land”), and that Affiant as the ________________ of the Owner, is making this Affidavit in that capacity only, and that no recourse shall be made against Affiant individually. 2. That the Improvements and Land, as described in the Bill of Sale Absolute and Agreement dated as of the date hereof, are free and clear of all liens and encumbrances except for those encumbrances and matters affecting title included in the First American Title Commitment Number [_______________], dated [____________] (the “Commitment”). 3. That Affiant knows of no facts by reason of which the title to, or possession of, the Improvements might be disputed or questioned, or by reason of which any claim to any part of the Improvements might be asserted adversely to Owner. 4. That there have been no liens filed against the Improvements as a result of any labor, materials, equipment or other work authorized by Owner, its employees, or agents or of which Owner has actual knowledge, nor any unpaid bills of any nature as a result of any labor, materials, equipment or other work authorized by Owner, its employees, or agents or of which Owner has actual knowledge either for services of any architect, engineer, or surveyor, or for labor or material that may have been placed on the Improvements, either in the construction or repair of the Improvements, or otherwise in connection with the Improvements which bills may have been incurred during the last ninety (90) days. 5. That no proceedings in bankruptcy or receivership have ever been instituted by or against the Owner, nor has Owner ever made an assignment for the benefit of its creditors. 6. That Affiant knows of no action or proceeding relating to the Improvements which is now pending in any state or federal court in the United States affecting the Improvements, nor does Affiant know of any state or federal judgment or any federal lien of any kind or nature that now constitutes a lien or charge upon the Improvements. 7. Affiant knows of no special assessments or taxes which are not shown as existing liens by the public records. 8. That this Affidavit is given for the purposes of inducing the Dowden West Community Development District (the “District”), a Florida community development district and local unit of special-purpose government, to accept the Owner’s conveyance of the Improvements to the District and for the District’s future conveyances to Orange County, Florida. 9. That there are no matters pending against Owner that could give rise to any lien(s) that could attach to the Improvements between the effective date of the Commitment and the effective date of the Bill of Sale and Assignment for this conveyance, and that Affiant shall not execute nor permit the execution or recording of any instruments that would adversely affect ownership of the Improvements. 10. Section 1445 of the Internal Revenue Code provides that a transferee of a U.S. real property interest must withhold tax if the transferor is a foreign person. To inform the District and Latham, Luna, Eden & Beaudine, LLP (“LLEB”), that withholding of tax is not required upon the disposition of a U.S. real property interest by Owner, Owner hereby swears, affirms and certifies the following to the District and LLEB that Owner: (i) is not a foreign person, foreign corporation, foreign partnership, foreign trust or foreign estate (as those terms are defined in the Internal Revenue Code and Income Tax Regulations); (ii) is not a disregarded entity as defined in Section 1.1445-2(b)(2)(iii); (iii) is not a non-resident alien (as such term is defined in the Internal Revenue Code and Income Tax Regulations) for the purposes of U.S. income taxation; (iv) has an EIN/Federal Tax Identification Number of 47-2883259; (v) has a mailing address of 4901 Vineland Road, Suite 450, Orlando, Florida 32811. Affiant understands that this certification may be disclosed to the Internal Revenue Service by Transferee and that any false statement contained herein could be punished by fine, imprisonment, or both. Affiant understands that the District and LLEB are relying on this certification in determining whether withholding is required upon said transfer. 11. Affiant is an officer or representative of Owner, and Affiant attests that Owner does not use coercion for labor or services as defined in Section 787.06, Florida Statutes. Under penalty of perjury, I hereby declare and affirm that the above stated facts are true and correct. 12. That Affiant is familiar with the nature of an oath and with the penalties as provided by the laws of the State of Florida for falsely swearing to statements made in an instrument of this nature. Affiant further certifies that he/she has read the full facts set forth in this Affidavit and understands its content and context to be correct in all respects. [SIGNATURES ON FOLLOWING PAGE] FURTHER AFFIANT SAYETH NAUGHT. DATED: _________________ , 2024 Signed, sealed and delivered in our presence: (Signature) (Print Name) (Signature) (Print Name) BEACHLINE SOUTH RESIDENTIAL, LLC, a Florida limited liability company By:________________________________ Print: ______________________________ Title: ______________________________ STATE OF FLORIDA COUNTY OF ______________________ The foregoing instrument was acknowledged before me by means of [ ] physical presence or [ ] online notarization, this _____ day of ___________, 2024, by ______________, as __________________ of BEACHLINE SOUTH RESIDENTIAL, LLC, a Florida limited liability company, on behalf of the limited liability company. Said person is [ ] personally known to me or [ ] has produced ___________________ as identification. _________________________________________ Notary Public; State of Florida (SEAL) Print Name: _______________________________ Comm. Exp.: __________; Comm. No.: _________ EXHIBIT “A” DESCRIPTION OF THE IMPROVEMENTS All pipes, lines, valves, gate valves, valve boxes, thrust blocks, hydrants, manholes, fittings, equipment, and other goods which comprise the water, reclaimed water and sanitary sewer system, and related improvements. On the land described as follows: A PORTION OF SECTION 34, TOWNSHIP 23 SOUTH, RANGE 31 EAST, AND PORTIONS OF SECTIONS 2 & 3, TOWNSHIP 24 SOUTH, RANGE 31 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 2; THENCE N00°09'35"W, ALONG THE EAST LINE OF SAID SECTION 3, A DISTANCE OF 1648.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 995.00 FEET, A CENTRAL ANGLE OF 32°10'21", A CHORD BEARING OF N59°35'59"W AND A CHORD DISTANCE OF 551.40 FEET;AND ALSO THE POINT OF BEGINNING; THENCE DEPARTING SAID WEST LINE, RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 558.71 FEET TO A POINT OF TANGENCY; THENCE N43°30'49"W, A DISTANCE OF 645.46 FEET; TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1002.00 FEET, A CENTRAL ANGLE OF 27°10'09", A CHORD BEARING OF N57°05'53"W AND A CHORD DISTANCE OF 470.70 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 475.14 FEET TO THE END OF SAID CURVE; THENCE S02°48'05"E, A DISTANCE OF 65.11 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 942.00 FEET, A CENTRAL ANGLE OF 11°50'34", A CHORD BEARING OF N75°06'46"W AND A CHORD DISTANCE OF 194.36 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 194.71 FEET TO A POINT OF TANGENCY; THENCE N81°02'03"W, A DISTANCE OF 108.76 FEET; THENCE N08°57'57"E, A DISTANCE OF 45.00 FEET; THENCE N81°02'03"W, A DISTANCE OF 196.57 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 1010.00 FEET, A CENTRAL ANGLE OF 19°19'54", A CHORD BEARING OF N71°22'06"W AND A CHORD DISTANCE OF 339.16 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 340.78 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 38°28'17", A CHORD BEARING OF S50°33'21"W AND A CHORD DISTANCE OF 9.88 FEET; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 10.07 FEET TO A POINT OF TANGENCY; THENCE S31°19'12"W, A DISTANCE OF 5.85 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 1025.00 FEET, A CENTRAL ANGLE OF 05°35'31", A CHORD BEARING OF N58°40'48"W AND A CHORD DISTANCE OF 100.00 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 100.04 FEET TO THE END OF SAID CURVE; THENCE N31°19'12"E, A DISTANCE OF 5.85 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 86°20'47", A CHORD BEARING OF N11°51'11"W AND A CHORD DISTANCE OF 20.53 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 22.61 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 1005.00 FEET, A CENTRAL ANGLE OF 01°10'13", A CHORD BEARING OF N54°26'28"W AND A CHORD DISTANCE OF 20.53 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 20.53 FEET TO A POINT OF TANGENCY; THENCE N53°51'21"W, A DISTANCE OF 280.08 FEET; THENCE S36°08'39"W, A DISTANCE OF 50.00 FEET; THENCE N53°51'21"W, A DISTANCE OF 419.14 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1332.00 FEET, A CENTRAL ANGLE OF 12°10'54", A CHORD BEARING OF N59°56'48"W AND A CHORD DISTANCE OF 282.66 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 283.20 FEET TO THE END OF SAID CURVE; THENCE N23°57'45"E, A DISTANCE OF 45.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 1377.00 FEET, A CENTRAL ANGLE OF 05°27'38", A CHORD BEARING OF N68°46'04"W AND A CHORD DISTANCE OF 131.18 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 131.23 FEET TO THE END OF SAID CURVE; THENCE N18°30'08"E, A DISTANCE OF 148.07 FEET; THENCE N51°56'37"E, A DISTANCE OF 25.00 FEET; THENCE S38°03'23"E, A DISTANCE OF 20.84 FEET; THENCE S06°30'01"E, A DISTANCE OF 3.08 FEET TO A POINT ON A NONTANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1532.00 FEET, A CENTRAL ANGLE OF 16°25'40", A CHORD BEARING OF S62°04'11"E AND A CHORD DISTANCE OF 437.75 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 439.25 FEET TO A POINT OF TANGENCY; THENCE S53°51'21"E, A DISTANCE OF 109.67 FEET; THENCE S36°08'39"W, A DISTANCE OF 50.00 FEET; THENCE S53°51'21"E, A DISTANCE OF 118.85 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF N81°08'39"E AND A CHORD DISTANCE OF 21.21 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 23.56 FEET TO THE POINT OF TANGENCY; THENCE N36°08'39"E, A DISTANCE OF 5.00 FEET; THENCE S53°51'21"E, A DISTANCE OF 90.00 FEET; THENCE N36°08'39"E, A DISTANCE OF 36.46 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 200.00 FEET, A CENTRAL ANGLE OF 37°25'44", A CHORD BEARING OF N17°25'47"E AND A CHORD DISTANCE OF 128.34 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 130.65 FEET TO THE END OF SAID CURVE; THENCE N79°09'40"E, A DISTANCE OF 504.22 FEET; THENCE S75°50'41"E, A DISTANCE OF 25.12 FEET; THENCE S08°36'56"W, A DISTANCE OF 40.55 FEET; THENCE S11°04'16"E, A DISTANCE OF 34.53 FEET; THENCE S03°43'56"W, A DISTANCE OF 47.66 FEET; THENCE S65°38'30"W, A DISTANCE OF 26.40 FEET; THENCE S53°38'10"W, A DISTANCE OF 28.43 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 500.00 FEET, A CENTRAL ANGLE OF 04°03'57", A CHORD BEARING OF S37°26'51"E AND A CHORD DISTANCE OF 35.47 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 35.48 FEET TO A POINT OF TANGENCY; THENCE S39°28'49"E, A DISTANCE OF 66.63 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 800.00 FEET, A CENTRAL ANGLE OF 13°58'18", A CHORD BEARING OF S32°29'40"E AND A CHORD DISTANCE OF 194.60 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 195.08 FEET TO THE END OF SAID CURVE; THENCE N58°25'20"E, A DISTANCE OF 73.95 FEET; THENCE S66°23'12"E, A DISTANCE OF 83.46 FEET; THENCE S07°54'27"E, A DISTANCE OF 150.70 FEET; THENCE S11°40'24"E, A DISTANCE OF 70.85 FEET; THENCE S00°10'41"E, A DISTANCE OF 9.61 FEET; THENCE S81°02'03"E, A DISTANCE OF 113.97 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 1142.00 FEET, A CENTRAL ANGLE OF 09°28'28", A CHORD BEARING OF S76°17'49"E AND A CHORD DISTANCE OF 188.62 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 188.84 FEET TO THE END OF SAID CURVE; THENCE S18°26'25"W, A DISTANCE OF 50.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 1092.00 FEET, A CENTRAL ANGLE OF 05°57'35", A CHORD BEARING OF S68°34'48"E AND A CHORD DISTANCE OF 113.54 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 113.59 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 86°38'02", A CHORD BEARING OF N71°04'59"E AND A CHORD DISTANCE OF 20.58 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 22.68 FEET TO THE END OF SAID CURVE; THENCE N27°45'58"E, A DISTANCE OF 5.79 FEET; TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1112.00 FEET, A CENTRAL ANGLE OF 05°09'15", A CHORD BEARING OF S62°14'02"E AND A CHORD DISTANCE OF 100.00 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 100.03 FEET TO THE END OF SAID CURVE; THENCE S27°45'58"W, A DISTANCE OF 5.79 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 86°38'02", A CHORD BEARING OF S15°33'03"E AND A CHORD DISTANCE OF 20.58 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 22.68 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1092.00 FEET, A CENTRAL ANGLE OF 15°21'15", A CHORD BEARING OF S51°11'26"E AND A CHORD DISTANCE OF 291.76 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 292.63 FEET TO A POINT OF TANGENCY; THENCE S43°30'49"E, A DISTANCE OF 519.36 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF S88°30'49"E AND A CHORD DISTANCE OF 21.21 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 23.56 FEET TO THE POINT OF TANGENCY; THENCE N46°29'11"E, A DISTANCE OF 5.00 FEET; THENCE S43°30'49"E, A DISTANCE OF 100.00 FEET; THENCE S46°29'11"W, A DISTANCE OF 4.99 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 90°15'03", A CHORD BEARING OF S01°21'40"W AND A CHORD DISTANCE OF 21.26 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 23.63 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 905.00 FEET, A CENTRAL ANGLE OF 39°08'30", A CHORD BEARING OF S63°20'07"E AND A CHORD DISTANCE OF 606.30 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 618.25 FEET TO THE END OF SAID CURVE; THENCE S07°05'37"W, A DISTANCE OF 90.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 995.00 FEET, A CENTRAL ANGLE OF 07°13'13", A CHORD BEARING OF N79°17'46"W AND A CHORD DISTANCE OF 125.31 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 125.39 FEET TO THE POINT OF BEGINNING. . CONTAINING 794,083 SQAURE FEET OR 18.23 ACRES MORE OR LESS. CERTIFICATE OF DISTRICT ENGINEER Water, Reclaimed Water & Sanitary Sewer System Improvements (Phase 2A) Dowden West Community Development District I, Reinardo Malave, of Dewberry Engineers Inc., a New York corporation, and licensed to provide professional engineering services to the public in the State of Florida under Florida Certificate of Authorization No. 8794, with offices located at 800 N. Magnolia Ave., Suite 1000, Orlando, Florida 32803 (“Dewberry”), hereby acknowledge and certify the following, to the best of my knowledge, information and belief, to be true and correct in all respects: 1. That I, through Dewberry, currently serve as District Engineer to the Dowden West Community Development District (the “District”). 2. That the District proposes to accept from BEACHLINE SOUTH RESIDENTIAL, LLC, a Florida limited liability company (“Developer”), for ownership, operation and maintenance, certain infrastructure improvements and personal property described in Exhibit “A” attached hereto and incorporated herein (collectively, the “Improvements”), made in, on, over, under and through the land described in Exhibit “A” attached hereto and incorporated herein by reference. Any Improvements being conveyed to the District is being transferred at only nominal cost to the District; therefore no review of an appraisal or similar documentation to reasonableness of purchase price or other valuation is required or being rendered. 3. That this certification (the “Certification”) is provided in conjunction with, and in support of, the District’s approval of the conveyance of the Improvements from the Developer to the District and the District’s conveyance of the Improvements to Orange County, Florida. The District will rely on this Certification for such purposes. 4. That the Improvements were constructed, installed, and/or completed, as appropriate, in accordance with known plans, specifications, contracts and permits required and/or approved by any known governmental authorities, as applicable. I have personally viewed the Improvements and the materials deemed necessary to make the statements herein. The Improvements are in a condition acceptable for acceptance by the District and conveyance by the District to Orange County, Florida. 5. That the Improvements are properly permitted by the appropriate governmental entities, as applicable, and that copies of the applicable plans, specifications and permits relating to the Improvements, if any, that have actually been provided to Dewberry are being held by Dewberry as records of the District on its behalf. 6. That the actual cost of the Improvements built or constructed by or at the direction of the Developer, and the District shall pay no more than the actual cost incurred, or the current value thereof, whichever is less, as determined by the District Engineer. SIGNATURE PAGE TO CERTIFICATE OF DISTRICT ENGINEER Water, Reclaimed Water & Sanitary Sewer System Improvements (Phase 2A) Dowden West Community Development District DATED: _______________, 2024 Witness: ___________________________ _______________________________________ Print: ______________________________ Reinardo Malave, PE State of Florida License No.: 35188 on behalf of the company, Dewberry Engineers Inc. Witness: ___________________________ Print: ______________________________ STATE OF FLORIDA COUNTY OF ________________ The foregoing instrument was acknowledged before me by means of [ ] physical presence or [ ] online notarization, this _____ day of ___________, 2024, by REINARDO MALAVE of Dewberry Engineers Inc., a New York corporation, on behalf of said corporation. Said person is [ ] personally known to me or [ ] has produced a valid driver’s license as identification. __________________________________ Notary Public; State of Florida (SEAL) Print Name: ________________________ Comm. Exp.: _______________________ Comm. No.: ________________________ EXHIBIT “A” DESCRIPTION OF THE PROPERTY AND IMPROVEMENTS PROPERTY LEGAL DESCRIPTION: A PORTION OF SECTION 34, TOWNSHIP 23 SOUTH, RANGE 31 EAST, AND PORTIONS OF SECTIONS 2 & 3, TOWNSHIP 24 SOUTH, RANGE 31 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 2; THENCE N00°09'35"W, ALONG THE EAST LINE OF SAID SECTION 3, A DISTANCE OF 1648.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 995.00 FEET, A CENTRAL ANGLE OF 32°10'21", A CHORD BEARING OF N59°35'59"W AND A CHORD DISTANCE OF 551.40 FEET;AND ALSO THE POINT OF BEGINNING; THENCE DEPARTING SAID WEST LINE, RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 558.71 FEET TO A POINT OF TANGENCY; THENCE N43°30'49"W, A DISTANCE OF 645.46 FEET; TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1002.00 FEET, A CENTRAL ANGLE OF 27°10'09", A CHORD BEARING OF N57°05'53"W AND A CHORD DISTANCE OF 470.70 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 475.14 FEET TO THE END OF SAID CURVE; THENCE S02°48'05"E, A DISTANCE OF 65.11 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 942.00 FEET, A CENTRAL ANGLE OF 11°50'34", A CHORD BEARING OF N75°06'46"W AND A CHORD DISTANCE OF 194.36 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 194.71 FEET TO A POINT OF TANGENCY; THENCE N81°02'03"W, A DISTANCE OF 108.76 FEET; THENCE N08°57'57"E, A DISTANCE OF 45.00 FEET; THENCE N81°02'03"W, A DISTANCE OF 196.57 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 1010.00 FEET, A CENTRAL ANGLE OF 19°19'54", A CHORD BEARING OF N71°22'06"W AND A CHORD DISTANCE OF 339.16 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 340.78 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 38°28'17", A CHORD BEARING OF S50°33'21"W AND A CHORD DISTANCE OF 9.88 FEET; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 10.07 FEET TO A POINT OF TANGENCY; THENCE S31°19'12"W, A DISTANCE OF 5.85 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 1025.00 FEET, A CENTRAL ANGLE OF 05°35'31", A CHORD BEARING OF N58°40'48"W AND A CHORD DISTANCE OF 100.00 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 100.04 FEET TO THE END OF SAID CURVE; THENCE N31°19'12"E, A DISTANCE OF 5.85 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 86°20'47", A CHORD BEARING OF N11°51'11"W AND A CHORD DISTANCE OF 20.53 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 22.61 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 1005.00 FEET, A CENTRAL ANGLE OF 01°10'13", A CHORD BEARING OF N54°26'28"W AND A CHORD DISTANCE OF 20.53 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 20.53 FEET TO A POINT OF TANGENCY; THENCE N53°51'21"W, A DISTANCE OF 280.08 FEET; THENCE S36°08'39"W, A DISTANCE OF 50.00 FEET; THENCE N53°51'21"W, A DISTANCE OF 419.14 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1332.00 FEET, A CENTRAL ANGLE OF 12°10'54", A CHORD BEARING OF N59°56'48"W AND A CHORD DISTANCE OF 282.66 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 283.20 FEET TO THE END OF SAID CURVE; THENCE N23°57'45"E, A DISTANCE OF 45.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 1377.00 FEET, A CENTRAL ANGLE OF 05°27'38", A CHORD BEARING OF N68°46'04"W AND A CHORD DISTANCE OF 131.18 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 131.23 FEET TO THE END OF SAID CURVE; THENCE N18°30'08"E, A DISTANCE OF 148.07 FEET; THENCE N51°56'37"E, A DISTANCE OF 25.00 FEET; THENCE S38°03'23"E, A DISTANCE OF 20.84 FEET; THENCE S06°30'01"E, A DISTANCE OF 3.08 FEET TO A POINT ON A NONTANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1532.00 FEET, A CENTRAL ANGLE OF 16°25'40", A CHORD BEARING OF S62°04'11"E AND A CHORD DISTANCE OF 437.75 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 439.25 FEET TO A POINT OF TANGENCY; THENCE S53°51'21"E, A DISTANCE OF 109.67 FEET; THENCE S36°08'39"W, A DISTANCE OF 50.00 FEET; THENCE S53°51'21"E, A DISTANCE OF 118.85 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF N81°08'39"E AND A CHORD DISTANCE OF 21.21 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 23.56 FEET TO THE POINT OF TANGENCY; THENCE N36°08'39"E, A DISTANCE OF 5.00 FEET; THENCE S53°51'21"E, A DISTANCE OF 90.00 FEET; THENCE N36°08'39"E, A DISTANCE OF 36.46 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 200.00 FEET, A CENTRAL ANGLE OF 37°25'44", A CHORD BEARING OF N17°25'47"E AND A CHORD DISTANCE OF 128.34 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 130.65 FEET TO THE END OF SAID CURVE; THENCE N79°09'40"E, A DISTANCE OF 504.22 FEET; THENCE S75°50'41"E, A DISTANCE OF 25.12 FEET; THENCE S08°36'56"W, A DISTANCE OF 40.55 FEET; THENCE S11°04'16"E, A DISTANCE OF 34.53 FEET; THENCE S03°43'56"W, A DISTANCE OF 47.66 FEET; THENCE S65°38'30"W, A DISTANCE OF 26.40 FEET; THENCE S53°38'10"W, A DISTANCE OF 28.43 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 500.00 FEET, A CENTRAL ANGLE OF 04°03'57", A CHORD BEARING OF S37°26'51"E AND A CHORD DISTANCE OF 35.47 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 35.48 FEET TO A POINT OF TANGENCY; THENCE S39°28'49"E, A DISTANCE OF 66.63 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 800.00 FEET, A CENTRAL ANGLE OF 13°58'18", A CHORD BEARING OF S32°29'40"E AND A CHORD DISTANCE OF 194.60 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 195.08 FEET TO THE END OF SAID CURVE; THENCE N58°25'20"E, A DISTANCE OF 73.95 FEET; THENCE S66°23'12"E, A DISTANCE OF 83.46 FEET; THENCE S07°54'27"E, A DISTANCE OF 150.70 FEET; THENCE S11°40'24"E, A DISTANCE OF 70.85 FEET; THENCE S00°10'41"E, A DISTANCE OF 9.61 FEET; THENCE S81°02'03"E, A DISTANCE OF 113.97 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 1142.00 FEET, A CENTRAL ANGLE OF 09°28'28", A CHORD BEARING OF S76°17'49"E AND A CHORD DISTANCE OF 188.62 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 188.84 FEET TO THE END OF SAID CURVE; THENCE S18°26'25"W, A DISTANCE OF 50.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 1092.00 FEET, A CENTRAL ANGLE OF 05°57'35", A CHORD BEARING OF S68°34'48"E AND A CHORD DISTANCE OF 113.54 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 113.59 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 86°38'02", A CHORD BEARING OF N71°04'59"E AND A CHORD DISTANCE OF 20.58 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 22.68 FEET TO THE END OF SAID CURVE; THENCE N27°45'58"E, A DISTANCE OF 5.79 FEET; TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1112.00 FEET, A CENTRAL ANGLE OF 05°09'15", A CHORD BEARING OF S62°14'02"E AND A CHORD DISTANCE OF 100.00 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 100.03 FEET TO THE END OF SAID CURVE; THENCE S27°45'58"W, A DISTANCE OF 5.79 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 86°38'02", A CHORD BEARING OF S15°33'03"E AND A CHORD DISTANCE OF 20.58 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 22.68 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1092.00 FEET, A CENTRAL ANGLE OF 15°21'15", A CHORD BEARING OF S51°11'26"E AND A CHORD DISTANCE OF 291.76 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 292.63 FEET TO A POINT OF TANGENCY; THENCE S43°30'49"E, A DISTANCE OF 519.36 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF S88°30'49"E AND A CHORD DISTANCE OF 21.21 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 23.56 FEET TO THE POINT OF TANGENCY; THENCE N46°29'11"E, A DISTANCE OF 5.00 FEET; THENCE S43°30'49"E, A DISTANCE OF 100.00 FEET; THENCE S46°29'11"W, A DISTANCE OF 4.99 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 90°15'03", A CHORD BEARING OF S01°21'40"W AND A CHORD DISTANCE OF 21.26 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 23.63 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 905.00 FEET, A CENTRAL ANGLE OF 39°08'30", A CHORD BEARING OF S63°20'07"E AND A CHORD DISTANCE OF 606.30 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 618.25 FEET TO THE END OF SAID CURVE; THENCE S07°05'37"W, A DISTANCE OF 90.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 995.00 FEET, A CENTRAL ANGLE OF 07°13'13", A CHORD BEARING OF N79°17'46"W AND A CHORD DISTANCE OF 125.31 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 125.39 FEET TO THE POINT OF BEGINNING. . CONTAINING 794,083 SQAURE FEET OR 18.23 ACRES MORE OR LESS. IMPROVEMENTS All pipes, lines, valves, gate valves, valve boxes, thrust blocks, hydrants, manholes, fittings, equipment, and other goods which comprise the water, reclaimed water and sanitary sewer system, and related improvements. RESOLUTION 2025-04 A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE DOWDEN WEST COMMUNITY DEVELOPMENT DISTRICT RATIFYING THE CONVEYNACE OF INFRASTRUCTURE IMPROVEMENTS FROM BEACHLINE SOUTH RESIDENTIAL, LLC TO THE DISTRICT AND FROM THE DISTRICT TO ORANGE COUNTY, FLORIDA; AUTHORIZING DISTRICT STAFF AND THE CHAIRMAN TO REVIEW, EXECUTE AND ACCEPT ALL DOCUMENTS TO EFFECTUATE SUCH CONVEYANCE; PROVIDING FOR SEVERABILITY AND AN EFFECTIVE DATE. WHEREAS, the Dowden West Community Development District (the “District”) is a local unit of special purpose government duly organized and existing under the provisions of the Uniform Community Development District Act of 1980, Chapter 190, Florida Statutes, as amended (the “Act”), for the purpose of, among other things, financing and managing the acquisition, construction, maintenance and operation of certain infrastructure within and without the boundaries of the premises to be governed by the District; and WHEREAS, the District has the authority, generally under the Act, and specifically under Section 190.012, Florida Statutes, to acquire real property and improvements for, among other things, the purposes of operating and maintaining systems, facilities, and basic infrastructure within the District; and WHEREAS, the District has the authority, generally under Florida Law and the Act, and specifically under Section 190.011(7)(a), Florida Statutes, to acquire, dispose of any real property, dedications or platted reservations in any manner so long as it is in the best interest of the District; and WHEREAS, Beachline South Residential, LLC, a Florida limited liability company (hereinafter “Beachline”), has requested the approval and transfer by the District of infrastructure improvements, as more particularly described in the Bills of Sale Absolute and Agreement, Owner’s Affidavit and Certificate of District Engineer, attached hereto as Exhibit “A” (the “Conveyance Documents”), from Beachline to the District, and thereafter from the District to Orange County, Florida, a charter county and political subdivision of the State of Florida (hereinafter, “Orange County”); and WHEREAS, the District Counsel and the District Manager have reviewed the conveyances from Beachline, and the District Engineer has also reviewed the conveyances and has provided a Certificate of District Engineer for each conveyance, attached hereto as part of Exhibit “A,” to evidence compliance with the requirements of the District for accepting the conveyances. Resolution 2025-04 Ratifying Utilities Conveyance from Developer to District and then from District to Orange County (Phase N-4) Dowden West Community Development District NOW, THEREFORE, BE IT RESOLVED by the Board of Supervisors of the District (the “Board”), as follows: 1. Incorporation of Recitals. The above recitals so stated are true and correct and by this reference are incorporated into and form a material part of this Resolution. 2. Ratification of Acquisition and Transfer of the Improvements. The Board hereby ratifies the transfer and acceptance of the infrastructure improvements described in Exhibit “A,” to the District and thereafter to Orange County, and ratifies and accepts the documents evidencing such conveyances in Exhibit “A.” 3. Authorization of District Staff. The Chairman, the Vice Chairman, the Secretary, any Assistant Secretary and the District Manager of the District, and any authorized designee thereof (collectively, the "District Officers"), District Counsel, and the District Engineer are hereby authorized and directed to take all actions necessary or desirable in connection with the conveyance of the improvements described in Exhibit “A,” and all transactions in connection therewith. The District Officers are hereby authorized and directed to execute all necessary or desirable certificates, documents, papers, and agreements necessary to the undertaking and fulfillment of all transactions contemplated by this Resolution. 4. Ratification of Prior Actions. All actions taken to date by the District Officers, District Manager, District Counsel, District Engineer, are hereby ratified and authorized on behalf of the District. 5. Severability. If any section, paragraph, clause or provision of this Resolution shall be held to be invalid or ineffective for any reason, the remainder of this Resolution shall continue in full force and effect, it being expressly hereby found and declared that the remainder of this Resolution would have been adopted despite the invalidity or ineffectiveness of such section, paragraph, clause or provision. 6. Effective Date. This Resolution shall take effect immediately upon its adoption. [Continues on the Following Pages] PASSED in public meeting of the Board of Supervisors of the Dowden West Community Development District, this 16th day of January, 2025 DOWDEN WEST COMMUNITY DEVELOPMENT DISTRICT, a Florida community development district Attest: ______________________________ By: __________________________________ Print: _________________________ Name: _______________________________ Secretary/Asst. Secretary Title: _________________________________ EXHIBIT “A” CONVEYANCE DOCUMENTS 1. Bill of Sale Absolute and Agreement between Beachline South Residential, LLC and the Dowden West Community Development District; 2. Bill of Sale Absolute and Agreement between the Dowden West Community Development District and Orange County, Florida; 3. Owner’s Affidavit; and 4. Certificate of District Engineer BILL OF SALE ABSOLUTE AND AGREEMENT Potable Water, Reclaimed Water & Sanitary Sewer System Improvements (Phase N-4) Dowden West Community Development District THIS BILL OF SALE ABSOLUTE AND AGREEMENT (this “Agreement”) is made as of this ____ day of ____________, 2024, by and between DOWDEN WEST COMMUNITY DEVELOPMENT DISTRICT (hereinafter referred to as the “District”), a Florida community development district created pursuant to Chapter 190, Florida Statutes, whose address is c/o Governmental Management Services – Central Florida, LLC, 219 E. Livingston Street, Orlando, Florida 32801, and BEACHLINE SOUTH RESIDENTIAL, LLC, a Florida limited liability company (hereinafter referred to as “Developer”) whose address is 4901 Vineland Road, Suite 450, Orlando, Florida 32811. RECITALS WHEREAS, Developer owns certain pipes, lines, valves, gate valves, valve boxes, thrust blocks, hydrants, manholes, fittings, equipment, and related improvements (collectively, the “Improvements”) located on the real property described on Exhibit “A-1” attached hereto (the “Property”), which comprise a portion of the potable water, reclaimed water and sanitary sewer system located within the boundaries of the District, as more specifically depicted on Exhibit “A-2” attached hereto (the “System”); and WHEREAS, both Developer and the District find it to be in the best interest of both parties for the District to perpetually own, operate and maintain the Improvements for the System located on the Property, as the District may deem reasonable or appropriate, within its sole discretion, for the benefit of the District; and WHEREAS, Developer desires to convey the Improvements to the District to allow such perpetual ownership, operation and maintenance, and the District desires to accept such ownership, operation and maintenance of the Improvements from the Developer. NOW, THEREFORE, the parties hereto hereby agree to and acknowledge the following: 1. The above recitals are true and correct and are hereby incorporated into this Agreement. 2. KNOW ALL MEN BY THESE PRESENTS that Developer, of the County of Orange and the State of Florida, for and in consideration of the sum of Ten Dollars ($10.00) lawful money of the United States, to it paid by the District, the receipt whereof is hereby acknowledged, has granted, bargained, sold, transferred and delivered, and by these presents does grant, bargain, sell, transfer, set over and deliver unto the District, its executors, administrators and assigns, and the District hereby accepts, all of Developer’s right, title and interest in and to the Improvements for the System located on the Property, to have and to hold the same unto the District, its executors, administrators and assigns forever. 3. The Developer represents and warrants to the District that to the best of Developer’s knowledge, Developer has good and lawful right, title and interest in the Improvements for the System located on the Property and that such Improvements are free and clear of any and all liens, encumbrances, claims and demands, Developer will freely and fully warrant and defend such Improvements against the lawful claims of any person claiming by, through or under the Developer, but against none other, and that such Improvements are in good working conditions, and as of the date hereof, there are no defaults or violations of the terms and conditions of any contracts, warranties, permits, approvals and guarantees. 4. The District understands and acknowledges that the District is accepting all Improvements described and conveyed herein in their “as-is” condition; provided, however, the Developer hereby specifically warrants that such Improvements and all work associated with the design and installation of such Improvements shall be free from any defective workmanship and all materials and equipment used in the installation of such Improvements were new and of good quality as is customarily used for the installation of such Improvements. This warranty shall survive the conveyance of the Improvements for a period of two (2) years. 5. This Agreement may be executed in any number of counterparts, including by electronic or digital signature in accordance with Chapter 668, Florida Statutes, each of which shall be deemed an original, but all of which shall constitute one and the same instrument. [SIGNATURES APPEAR ON THE FOLLOWING PAGES] COUNTERPART SIGNATURE PAGE TO BILL OF SALE ABSOLUTE AND AGREEMENT Potable Water, Reclaimed Water & Sanitary Sewer System Improvements (Phase N-4) IN WITNESS WHEREOF, the parties hereto have caused these presents to be executed in their respective names, by their proper officer thereunto duly authorized, as of the day and year first above written. BEACHLINE SOUTH RESIDENTIAL, LLC, a Florida limited liability company By:______________________________ Print: Elizabeth Manchester Title: Vice President STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me by means of [ ] physical presence or [ ] online notarization, this _____ day of _________, 2024, by Elizabeth Manchester as Vice President of BEACHLINE SOUTH RESIDENTIAL, LLC, a Florida limited liability company, on behalf of the limited liability company. Said person is [ ] personally known to me or [ ] has produced ___________________ as identification. Notary Public; State of Florida Print Name: My Commission Expires: My Commission No.: COUNTERPART SIGNATURE PAGE TO BILL OF SALE ABSOLUTE AND AGREEMENT Potable Water, Reclaimed Water & Sanitary Sewer System Improvements (Phase N-4) DOWDEN WEST COMMUNITY DEVELOPMENT DISTRICT, a Florida community development district ATTEST: By: _________________________________ By: ____________________________ Print: Ralph Charles Bell Secretary/Asst. Secretary Title: Chairman STATE OF FLORIDA COUNTY OF ________________ The foregoing instrument was acknowledged before me by means of [ ] physical presence or [ ] online notarization, this _____ day of _____________, 2024, by Chuck Bell, as Chairman of the Board of Supervisors of the DOWDEN WEST COMMUNITY DEVELOPMENT DISTRICT, a Florida community development district, on its behalf, and was attested to by __________________________ as the Secretary/Assistant Secretary of the DOWDEN WEST COMMUNITY DEVELOPMENT DISTRICT, on its behalf. Said person is [ ] personally known to me or [ ] has produced ______________________ as identification. Notary Public; State of Florida Print Name: My Commission Expires: My Commission No.: EXHIBIT “A” IMPROVEMENTS All pipes, lines, valves, gate valves, valve boxes, thrust blocks, hydrants, manholes, fittings, equipment, and related improvements located on the real property described on Exhibit “A-1”, which comprise a portion of the potable water, reclaimed water and sanitary sewer system, as more specifically depicted on Exhibit “A-2”. EXHIBIT “A-1” PROPERTY LEGAL DESCRIPTION: A PORTION OF SECTION 34, TOWNSHIP 23 SOUTH, RANGE 31 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SECTION 34, TOWNSHIP 23 SOUTH, RANGE 31 EAST, ORANGE COUNTY, FLORIDA; THENCE RUN S00°08'54"W ALONG THE EAST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 34, A DISTANCE OF 460.87 FEET TO A POINT ON THE SOUTH LINE OF THE LANDS DESCRIBED IN INSTRUMENT NO. 20160659069, OF THE PUBLIC RECORDS OF ORANGE COUNTY FLORIDA; THENCE ALONG SAID SOUTH LINE THE FOLLOWING (2) TWO COURSES AND DISTANCES: S89°46'02"W, A DISTANCE OF 2048.22 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 11,200.00 FEET, A CENTRAL ANGLE OF 02°12'20", A CHORD BEARING OF S88°39'52"W AND A CHORD DISTANCE OF 431.08 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 431.11 FEET TO THE END OF SAID CURVE; THENCE DEPARTING SAID SOUTH LINE RUN S00°00'00"E, A DISTANCE OF 1270.21 FEET TO THE POINT OF BEGINNING; THENCE S13°59'45"E, A DISTANCE OF 1403.36 FEET; THENCE S28°29'44"E, A DISTANCE OF 1511.61 FEET; THENCE N40°44'14"E, A DISTANCE OF 745.19 FEET; THENCE S76°11'33"E, A DISTANCE OF 786.91 FEET; THENCE S16°56'45"E, A DISTANCE OF 366.38 FEET; THENCE S67°06'48"W, A DISTANCE OF 1332.34 FEET; THENCE S07°27'21"W, A DISTANCE OF 519.96 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 1142.00 FEET, A CENTRAL ANGLE OF 05°56'44", A CHORD BEARING OF N78°03'41"W AND A CHORD DISTANCE OF 118.45 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 118.50 FEET TO A POINT OF CURVATURE; THENCE N81°02'03"W, A DISTANCE OF 113.97 FEET; THENCE N00°10'41"W, A DISTANCE OF 9.61 FEET; THENCE N11°40'24"W, A DISTANCE OF 70.85 FEET; THENCE N07°54'27"W, A DISTANCE OF 150.70 FEET; THENCE N66°23'12"W, A DISTANCE OF 83.46 FEET; THENCE S58°25'20"W, A DISTANCE OF 73.95 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 800.00 FEET, A CENTRAL ANGLE OF 13°58'18", A CHORD BEARING OF N32°29'40"W AND A CHORD DISTANCE OF 194.60 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 195.08 FEET TO A POINT OF TANGENCY; THENCE N39°28'49"W, A DISTANCE OF 66.63 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 500.00 FEET, A CENTRAL ANGLE OF 04°03'57", A CHORD BEARING OF N37°26'51"W AND A CHORD DISTANCE OF 35.47 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 35.48 FEET TO THE POINT OF TANGENCY; THENCE N53°38'10"E, A DISTANCE OF 28.43 FEET; THENCE N65°38'30"E, A DISTANCE OF 26.40 FEET; THENCE N03°43'56"E, A DISTANCE OF 47.66 FEET; THENCE N11°04'16"W, A DISTANCE OF 34.53 FEET; THENCE N08°36'56"E, A DISTANCE OF 40.55 FEET; THENCE N75°50'41"W, A DISTANCE OF 25.12 FEET; THENCE S79°09'40"W, A DISTANCE OF 504.22 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 200.00 FEET, A CENTRAL ANGLE OF 37°25'44", A CHORD BEARING OF S17°25'47"W AND A CHORD DISTANCE OF 128.34 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 130.65 FEET TO A POINT OF TANGENCY; THENCE S36°08'39"W, A DISTANCE OF 36.46 FEET; THENCE N53°51'21"W, A DISTANCE OF 90.00 FEET; THENCE S36°08'39"W, A DISTANCE OF 5.00 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF S81°08'39"W AND A CHORD DISTANCE OF 21.21 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 23.56 FEET TO THE POINT OF TANGENCY; THENCE N53°51'21"W, A DISTANCE OF 118.85 FEET; THENCE N36°08'39"E, A DISTANCE OF 50.00 FEET; THENCE N53°51'21"W, A DISTANCE OF 32.76 FEET; THENCE N09°46'59"W, A DISTANCE OF 632.25 FEET TO A POINT ON A NONTANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 854.93 FEET, A CENTRAL ANGLE OF 02°24'12", A CHORD BEARING OF S89°45'09"E AND A CHORD DISTANCE OF 35.86 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 35.86 FEET TO THE END OF SAID CURVE; THENCE N03°27'16"W, A DISTANCE OF 27.77 FEET; THENCE N13°14'06"E, A DISTANCE OF 147.77 FEET; THENCE N31°19'36"E, A DISTANCE OF 30.90 FEET; THENCE N10°41'05"W, A DISTANCE OF 417.56 FEET; THENCE N32°10'00"W, A DISTANCE OF 510.76 FEET; THENCE N00°00'00"E, A DISTANCE OF 522.91 FEET; THENCE N12°52'15"W, A DISTANCE OF 113.90 FEET; THENCE N05°21'41"W, A DISTANCE OF 273.01 FEET; THENCE N25°37'04"W, A DISTANCE OF 141.20 FEET; THENCE N14°56'44"W, A DISTANCE OF 174.64 FEET; THENCE N28°41'02"W, A DISTANCE OF 90.51 FEET; THENCE N77°51'13"E, A DISTANCE OF 758.24 FEET TO THE POINT OF BEGINNING. CONTAINING 3,978,632 SQUARE FEET OR 91.34 ACRES MORE OR LESS. EXHIBIT “A-2” SYSTEM ATTACHED. DOWDEN WEST COMMUNITY DEVELOPMENT DISTRICT 219 E. LIVINGSTON STREET ORLANDO, FLORIDA 32801 Bill of Sale Water, Reclaimed Water & Sanitary Sewer System Meridian Parks Phase N-4 {OCU Permit 22-U-134} Dowden West Community Development District, a local unit of special-purpose government established pursuant to Chapter 190, Florida Statutes, whose address is c/o Governmental Management Services – Central Florida, LLC, 219 E. Livingston Street, Orlando, Florida 32801 (“Seller”), for and in consideration of the sum of one dollar ($1.00) and other valuable consideration paid to Seller by County of Orange, a charter county and political subdivision of the State of Florida (“Buyer”), the receipt and sufficiency of which are hereby acknowledged does hereby grant, sell, transfer, convey and deliver to Buyer all pipes, lines, valves, gate valves, valve boxes, thrust blocks, hydrants, manholes, lift stations, fittings, equipment, and other goods that comprise the water, reclaimed water and sanitary sewer system installed by Seller and located on the County easements or rights-of-way as shown on the record drawings, more specifically described as follows: PROJECT: Meridian Parks Phase N-4 Plat Book 114 Pages 119-125 Please see the attached Exhibit “A” – Legal Description Section 34 Township 23 South, Range 31 East Orange County, Florida Buyer shall have all rights and title to the goods in itself and its assigns. Seller warrants that it is the lawful owners of the goods and the goods are free from all liens and encumbrances. Seller has good right to sell the goods and will warrant and defend the right against the lawful claims and demands of all persons. By: Name: Title: ________________________ IN WITNESS WHEREOF, Seller has executed this Agreement at , Florida on , 2024. SIGNED, SEALED AND DELIVERED IN THE PRESENCE OF: By: Witness Attest: Exhibit A STARWOOD N-4 LEGAL DESCRIPTION: A PORTION OF SECTION 34, TOWNSHIP 23 SOUTH, RANGE 31 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SECTION 34, TOWNSHIP 23 SOUTH, RANGE 31 EAST, ORANGE COUNTY, FLORIDA; THENCE RUN S00°08'54"W ALONG THE EAST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 34, A DISTANCE OF 460.87 FEET TO A POINT ON THE SOUTH LINE OF THE LANDS DESCRIBED IN INSTRUMENT NO. 20160659069, OF THE PUBLIC RECORDS OF ORANGE COUNTY FLORIDA; THENCE ALONG SAID SOUTH LINE THE FOLLOWING (2) TWO COURSES AND DISTANCES: S89°46'02"W, A DISTANCE OF 2048.22 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 11,200.00 FEET, A CENTRAL ANGLE OF 02°12'20", A CHORD BEARING OF S88°39'52"W AND A CHORD DISTANCE OF 431.08 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 431.11 FEET TO THE END OF SAID CURVE; THENCE DEPARTING SAID SOUTH LINE RUN S00°00'00"E, A DISTANCE OF 1270.21 FEET TO THE POINT OF BEGINNING; THENCE S13°59'45"E, A DISTANCE OF 1403.36 FEET; THENCE S28°29'44"E, A DISTANCE OF 1511.61 FEET; THENCE N40°44'14"E, A DISTANCE OF 745.19 FEET; THENCE S76°11'33"E, A DISTANCE OF 786.91 FEET; THENCE S16°56'45"E, A DISTANCE OF 366.38 FEET; THENCE S67°06'48"W, A DISTANCE OF 1332.34 FEET; THENCE S07°27'21"W, A DISTANCE OF 519.96 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 1142.00 FEET, A CENTRAL ANGLE OF 05°56'44", A CHORD BEARING OF N78°03'41"W AND A CHORD DISTANCE OF 118.45 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 118.50 FEET TO A POINT OF CURVATURE; THENCE N81°02'03"W, A DISTANCE OF 113.97 FEET; THENCE N00°10'41"W, A DISTANCE OF 9.61 FEET; THENCE N11°40'24"W, A DISTANCE OF 70.85 FEET; THENCE N07°54'27"W, A DISTANCE OF 150.70 FEET; THENCE N66°23'12"W, A DISTANCE OF 83.46 FEET; THENCE S58°25'20"W, A DISTANCE OF 73.95 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 800.00 FEET, A CENTRAL ANGLE OF 13°58'18", A CHORD BEARING OF N32°29'40"W AND A CHORD DISTANCE OF 194.60 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 195.08 FEET TO A POINT OF TANGENCY; THENCE N39°28'49"W, A DISTANCE OF 66.63 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 500.00 FEET, A CENTRAL ANGLE OF 04°03'57", A CHORD BEARING OF N37°26'51"W AND A CHORD DISTANCE OF 35.47 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 35.48 FEET TO THE POINT OF TANGENCY; THENCE N53°38'10"E, A DISTANCE OF 28.43 FEET; THENCE N65°38'30"E, A DISTANCE OF 26.40 FEET; THENCE N03°43'56"E, A DISTANCE OF 47.66 FEET; THENCE N11°04'16"W, A DISTANCE OF 34.53 FEET; THENCE N08°36'56"E, A DISTANCE OF 40.55 FEET; THENCE N75°50'41"W, A DISTANCE OF 25.12 FEET; THENCE S79°09'40"W, A DISTANCE OF 504.22 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 200.00 FEET, A CENTRAL ANGLE OF 37°25'44", A CHORD BEARING OF S17°25'47"W AND A CHORD DISTANCE OF 128.34 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 130.65 FEET TO A POINT OF TANGENCY; THENCE S36°08'39"W, A DISTANCE OF 36.46 FEET; THENCE N53°51'21"W, A DISTANCE OF 90.00 FEET; THENCE S36°08'39"W, A DISTANCE OF 5.00 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF S81°08'39"W AND A CHORD DISTANCE OF 21.21 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 23.56 FEET TO THE POINT OF TANGENCY; THENCE N53°51'21"W, A DISTANCE OF 118.85 FEET; THENCE N36°08'39"E, A DISTANCE OF 50.00 FEET; THENCE N53°51'21"W, A DISTANCE OF 32.76 FEET; THENCE N09°46'59"W, A DISTANCE OF 632.25 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 854.93 FEET, A CENTRAL ANGLE OF 02°24'12", A CHORD BEARING OF S89°45'09"E AND A CHORD DISTANCE OF 35.86 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 35.86 FEET TO THE END OF SAID CURVE; THENCE N03°27'16"W, A DISTANCE OF 27.77 FEET; THENCE N13°14'06"E, A DISTANCE OF 147.77 FEET; THENCE N31°19'36"E, A DISTANCE OF 30.90 FEET; THENCE N10°41'05"W, A DISTANCE OF 417.56 FEET; THENCE N32°10'00"W, A DISTANCE OF 510.76 FEET; THENCE N00°00'00"E, A DISTANCE OF 522.91 FEET; THENCE N12°52'15"W, A DISTANCE OF 113.90 FEET; THENCE N05°21'41"W, A DISTANCE OF 273.01 FEET; THENCE N25°37'04"W, A DISTANCE OF 141.20 FEET; THENCE N14°56'44"W, A DISTANCE OF 174.64 FEET; THENCE N28°41'02"W, A DISTANCE OF 90.51 FEET; THENCE N77°51'13"E, A DISTANCE OF 758.24 FEET TO THE POINT OF BEGINNING. CONTAINING 3,978,632 SQUARE FEET OR 91.34 ACRES MORE OR LESS. OWNER’S AFFIDAVIT Water, Reclaimed Water & Sanitary Sewer System Improvements (Phase N-4) Dowden West Community Development District STATE OF FLORIDA COUNTY OF ORANGE BEFORE ME, the undersigned authority, personally appeared ____________ (“Affiant”) as ___________________ of Beachline South Residential, LLC, a Florida limited liability company, whose principal address is 4901 Vineland Road, Suite 450, Orlando, Florida 32811 (the “Owner”), who being first duly sworn on oath says: 1. That Affiant knows of his own knowledge that the Owner is the owner of certain infrastructure improvements (the “Improvements”) on land located in Orange County, Florida, as more particularly described on Exhibit “A” attached hereto (the “Land”), and that Affiant as the ________________ of the Owner, is making this Affidavit in that capacity only, and that no recourse shall be made against Affiant individually. 2. That the Improvements and Land, as described in the Bill of Sale Absolute and Agreement dated as of the date hereof, are free and clear of all liens and encumbrances except for those encumbrances and matters affecting title included in the First American Title Commitment Number [_______________], dated [____________] (the “Commitment”). 3. That Affiant knows of no facts by reason of which the title to, or possession of, the Improvements might be disputed or questioned, or by reason of which any claim to any part of the Improvements might be asserted adversely to Owner. 4. That there have been no liens filed against the Improvements as a result of any labor, materials, equipment or other work authorized by Owner, its employees, or agents or of which Owner has actual knowledge, nor any unpaid bills of any nature as a result of any labor, materials, equipment or other work authorized by Owner, its employees, or agents or of which Owner has actual knowledge either for services of any architect, engineer, or surveyor, or for labor or material that may have been placed on the Improvements, either in the construction or repair of the Improvements, or otherwise in connection with the Improvements which bills may have been incurred during the last ninety (90) days. 5. That no proceedings in bankruptcy or receivership have ever been instituted by or against the Owner, nor has Owner ever made an assignment for the benefit of its creditors. 6. That Affiant knows of no action or proceeding relating to the Improvements which is now pending in any state or federal court in the United States affecting the Improvements, nor does Affiant know of any state or federal judgment or any federal lien of any kind or nature that now constitutes a lien or charge upon the Improvements. 7. Affiant knows of no special assessments or taxes which are not shown as existing liens by the public records. 8. That this Affidavit is given for the purposes of inducing the Dowden West Community Development District (the “District”), a Florida community development district and local unit of special-purpose government, to accept the Owner’s conveyance of the Improvements to the District and for the District’s future conveyances to Orange County, Florida. 9. That there are no matters pending against Owner that could give rise to any lien(s) that could attach to the Improvements between the effective date of the Commitment and the effective date of the Bill of Sale and Assignment for this conveyance, and that Affiant shall not execute nor permit the execution or recording of any instruments that would adversely affect ownership of the Improvements. 10. Section 1445 of the Internal Revenue Code provides that a transferee of a U.S. real property interest must withhold tax if the transferor is a foreign person. To inform the District and Latham, Luna, Eden & Beaudine, LLP (“LLEB”), that withholding of tax is not required upon the disposition of a U.S. real property interest by Owner, Owner hereby swears, affirms and certifies the following to the District and LLEB that Owner: (i) is not a foreign person, foreign corporation, foreign partnership, foreign trust or foreign estate (as those terms are defined in the Internal Revenue Code and Income Tax Regulations); (ii) is not a disregarded entity as defined in Section 1.1445-2(b)(2)(iii); (iii) is not a non-resident alien (as such term is defined in the Internal Revenue Code and Income Tax Regulations) for the purposes of U.S. income taxation; (iv) has an EIN/Federal Tax Identification Number of 47-2883259; (v) has a mailing address of 4901 Vineland Road, Suite 450, Orlando, Florida 32811. Affiant understands that this certification may be disclosed to the Internal Revenue Service by Transferee and that any false statement contained herein could be punished by fine, imprisonment, or both. Affiant understands that the District and LLEB are relying on this certification in determining whether withholding is required upon said transfer. 11. Affiant is an officer or representative of Owner, and Affiant attests that Owner does not use coercion for labor or services as defined in Section 787.06, Florida Statutes. Under penalty of perjury, I hereby declare and affirm that the above stated facts are true and correct. 12. That Affiant is familiar with the nature of an oath and with the penalties as provided by the laws of the State of Florida for falsely swearing to statements made in an instrument of this nature. Affiant further certifies that he/she has read the full facts set forth in this Affidavit and understands its content and context to be correct in all respects. [SIGNATURES ON FOLLOWING PAGE] FURTHER AFFIANT SAYETH NAUGHT. DATED: _________________ , 2024 Signed, sealed and delivered in our presence: (Signature) (Print Name) (Signature) (Print Name) BEACHLINE SOUTH RESIDENTIAL, LLC, a Florida limited liability company By:________________________________ Print: ______________________________ Title: ______________________________ STATE OF FLORIDA COUNTY OF ______________________ The foregoing instrument was acknowledged before me by means of [ ] physical presence or [ ] online notarization, this _____ day of ___________, 2024, by ______________, as __________________ of BEACHLINE SOUTH RESIDENTIAL, LLC, a Florida limited liability company, on behalf of the limited liability company. Said person is [ ] personally known to me or [ ] has produced ___________________ as identification. _________________________________________ Notary Public; State of Florida (SEAL) Print Name: _______________________________ Comm. Exp.: __________; Comm. No.: _________ EXHIBIT “A” DESCRIPTION OF THE IMPROVEMENTS All pipes, lines, valves, gate valves, valve boxes, thrust blocks, hydrants, manholes, fittings, equipment, and other goods which comprise the water, reclaimed water and sanitary sewer system, and related improvements. On the land described as follows: A PORTION OF SECTION 34, TOWNSHIP 23 SOUTH, RANGE 31 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SECTION 34, TOWNSHIP 23 SOUTH, RANGE 31 EAST, ORANGE COUNTY, FLORIDA; THENCE RUN S00°08'54"W ALONG THE EAST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 34, A DISTANCE OF 460.87 FEET TO A POINT ON THE SOUTH LINE OF THE LANDS DESCRIBED IN INSTRUMENT NO. 20160659069, OF THE PUBLIC RECORDS OF ORANGE COUNTY FLORIDA; THENCE ALONG SAID SOUTH LINE THE FOLLOWING (2) TWO COURSES AND DISTANCES: S89°46'02"W, A DISTANCE OF 2048.22 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 11,200.00 FEET, A CENTRAL ANGLE OF 02°12'20", A CHORD BEARING OF S88°39'52"W AND A CHORD DISTANCE OF 431.08 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 431.11 FEET TO THE END OF SAID CURVE; THENCE DEPARTING SAID SOUTH LINE RUN S00°00'00"E, A DISTANCE OF 1270.21 FEET TO THE POINT OF BEGINNING; THENCE S13°59'45"E, A DISTANCE OF 1403.36 FEET; THENCE S28°29'44"E, A DISTANCE OF 1511.61 FEET; THENCE N40°44'14"E, A DISTANCE OF 745.19 FEET; THENCE S76°11'33"E, A DISTANCE OF 786.91 FEET; THENCE S16°56'45"E, A DISTANCE OF 366.38 FEET; THENCE S67°06'48"W, A DISTANCE OF 1332.34 FEET; THENCE S07°27'21"W, A DISTANCE OF 519.96 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 1142.00 FEET, A CENTRAL ANGLE OF 05°56'44", A CHORD BEARING OF N78°03'41"W AND A CHORD DISTANCE OF 118.45 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 118.50 FEET TO A POINT OF CURVATURE; THENCE N81°02'03"W, A DISTANCE OF 113.97 FEET; THENCE N00°10'41"W, A DISTANCE OF 9.61 FEET; THENCE N11°40'24"W, A DISTANCE OF 70.85 FEET; THENCE N07°54'27"W, A DISTANCE OF 150.70 FEET; THENCE N66°23'12"W, A DISTANCE OF 83.46 FEET; THENCE S58°25'20"W, A DISTANCE OF 73.95 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 800.00 FEET, A CENTRAL ANGLE OF 13°58'18", A CHORD BEARING OF N32°29'40"W AND A CHORD DISTANCE OF 194.60 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 195.08 FEET TO A POINT OF TANGENCY; THENCE N39°28'49"W, A DISTANCE OF 66.63 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 500.00 FEET, A CENTRAL ANGLE OF 04°03'57", A CHORD BEARING OF N37°26'51"W AND A CHORD DISTANCE OF 35.47 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 35.48 FEET TO THE POINT OF TANGENCY; THENCE N53°38'10"E, A DISTANCE OF 28.43 FEET; THENCE N65°38'30"E, A DISTANCE OF 26.40 FEET; THENCE N03°43'56"E, A DISTANCE OF 47.66 FEET; THENCE N11°04'16"W, A DISTANCE OF 34.53 FEET; THENCE N08°36'56"E, A DISTANCE OF 40.55 FEET; THENCE N75°50'41"W, A DISTANCE OF 25.12 FEET; THENCE S79°09'40"W, A DISTANCE OF 504.22 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 200.00 FEET, A CENTRAL ANGLE OF 37°25'44", A CHORD BEARING OF S17°25'47"W AND A CHORD DISTANCE OF 128.34 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 130.65 FEET TO A POINT OF TANGENCY; THENCE S36°08'39"W, A DISTANCE OF 36.46 FEET; THENCE N53°51'21"W, A DISTANCE OF 90.00 FEET; THENCE S36°08'39"W, A DISTANCE OF 5.00 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF S81°08'39"W AND A CHORD DISTANCE OF 21.21 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 23.56 FEET TO THE POINT OF TANGENCY; THENCE N53°51'21"W, A DISTANCE OF 118.85 FEET; THENCE N36°08'39"E, A DISTANCE OF 50.00 FEET; THENCE N53°51'21"W, A DISTANCE OF 32.76 FEET; THENCE N09°46'59"W, A DISTANCE OF 632.25 FEET TO A POINT ON A NONTANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 854.93 FEET, A CENTRAL ANGLE OF 02°24'12", A CHORD BEARING OF S89°45'09"E AND A CHORD DISTANCE OF 35.86 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 35.86 FEET TO THE END OF SAID CURVE; THENCE N03°27'16"W, A DISTANCE OF 27.77 FEET; THENCE N13°14'06"E, A DISTANCE OF 147.77 FEET; THENCE N31°19'36"E, A DISTANCE OF 30.90 FEET; THENCE N10°41'05"W, A DISTANCE OF 417.56 FEET; THENCE N32°10'00"W, A DISTANCE OF 510.76 FEET; THENCE N00°00'00"E, A DISTANCE OF 522.91 FEET; THENCE N12°52'15"W, A DISTANCE OF 113.90 FEET; THENCE N05°21'41"W, A DISTANCE OF 273.01 FEET; THENCE N25°37'04"W, A DISTANCE OF 141.20 FEET; THENCE N14°56'44"W, A DISTANCE OF 174.64 FEET; THENCE N28°41'02"W, A DISTANCE OF 90.51 FEET; THENCE N77°51'13"E, A DISTANCE OF 758.24 FEET TO THE POINT OF BEGINNING. CONTAINING 3,978,632 SQUARE FEET OR 91.34 ACRES MORE OR LESS. CERTIFICATE OF DISTRICT ENGINEER Water, Reclaimed Water & Sanitary Sewer System Improvements (Phase N-4) Dowden West Community Development District I, Reinardo Malave, of Dewberry Engineers Inc., a New York corporation, and licensed to provide professional engineering services to the public in the State of Florida under Florida Certificate of Authorization No. 8794, with offices located at 800 N. Magnolia Ave., Suite 1000, Orlando, Florida 32803 (“Dewberry”), hereby acknowledge and certify the following, to the best of my knowledge, information and belief, to be true and correct in all respects: 1. That I, through Dewberry, currently serve as District Engineer to the Dowden West Community Development District (the “District”). 2. That the District proposes to accept from BEACHLINE SOUTH RESIDENTIAL, LLC, a Florida limited liability company (“Developer”), for ownership, operation and maintenance, certain infrastructure improvements and personal property described in Exhibit “A” attached hereto and incorporated herein (collectively, the “Improvements”), made in, on, over, under and through the land described in Exhibit “A” attached hereto and incorporated herein by reference. Any Improvements being conveyed to the District is being transferred at only nominal cost to the District; therefore no review of an appraisal or similar documentation to reasonableness of purchase price or other valuation is required or being rendered. 3. That this certification (the “Certification”) is provided in conjunction with, and in support of, the District’s approval of the conveyance of the Improvements from the Developer to the District and the District’s conveyance of the Improvements to Orange County, Florida. The District will rely on this Certification for such purposes. 4. That the Improvements were constructed, installed, and/or completed, as appropriate, in accordance with known plans, specifications, contracts and permits required and/or approved by any known governmental authorities, as applicable. I have personally viewed the Improvements and the materials deemed necessary to make the statements herein. The Improvements are in a condition acceptable for acceptance by the District and conveyance by the District to Orange County, Florida. 5. That the Improvements are properly permitted by the appropriate governmental entities, as applicable, and that copies of the applicable plans, specifications and permits relating to the Improvements, if any, that have actually been provided to Dewberry are being held by Dewberry as records of the District on its behalf. 6. That the actual cost of the Improvements built or constructed by or at the direction of the Developer, and the District shall pay no more than the actual cost incurred, or the current value thereof, whichever is less, as determined by the District Engineer. SIGNATURE PAGE TO CERTIFICATE OF DISTRICT ENGINEER Water, Reclaimed Water & Sanitary Sewer System Improvements (Phase N-4) Dowden West Community Development District DATED: _______________, 2024 Witness: ___________________________ _______________________________________ Print: ______________________________ Reinardo Malave, PE State of Florida License No.: 35188 on behalf of the company, Dewberry Engineers Inc. Witness: ___________________________ Print: ______________________________ STATE OF FLORIDA COUNTY OF ________________ The foregoing instrument was acknowledged before me by means of [ ] physical presence or [ ] online notarization, this _____ day of ___________, 2024, by REINARDO MALAVE of Dewberry Engineers Inc., a New York corporation, on behalf of said corporation. Said person is [ ] personally known to me or [ ] has produced a valid driver’s license as identification. __________________________________ Notary Public; State of Florida (SEAL) Print Name: ________________________ Comm. Exp.: _______________________ Comm. No.: ________________________ EXHIBIT “A” DESCRIPTION OF THE PROPERTY AND IMPROVEMENTS PROPERTY LEGAL DESCRIPTION: A PORTION OF SECTION 34, TOWNSHIP 23 SOUTH, RANGE 31 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SECTION 34, TOWNSHIP 23 SOUTH, RANGE 31 EAST, ORANGE COUNTY, FLORIDA; THENCE RUN S00°08'54"W ALONG THE EAST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 34, A DISTANCE OF 460.87 FEET TO A POINT ON THE SOUTH LINE OF THE LANDS DESCRIBED IN INSTRUMENT NO. 20160659069, OF THE PUBLIC RECORDS OF ORANGE COUNTY FLORIDA; THENCE ALONG SAID SOUTH LINE THE FOLLOWING (2) TWO COURSES AND DISTANCES: S89°46'02"W, A DISTANCE OF 2048.22 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 11,200.00 FEET, A CENTRAL ANGLE OF 02°12'20", A CHORD BEARING OF S88°39'52"W AND A CHORD DISTANCE OF 431.08 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 431.11 FEET TO THE END OF SAID CURVE; THENCE DEPARTING SAID SOUTH LINE RUN S00°00'00"E, A DISTANCE OF 1270.21 FEET TO THE POINT OF BEGINNING; THENCE S13°59'45"E, A DISTANCE OF 1403.36 FEET; THENCE S28°29'44"E, A DISTANCE OF 1511.61 FEET; THENCE N40°44'14"E, A DISTANCE OF 745.19 FEET; THENCE S76°11'33"E, A DISTANCE OF 786.91 FEET; THENCE S16°56'45"E, A DISTANCE OF 366.38 FEET; THENCE S67°06'48"W, A DISTANCE OF 1332.34 FEET; THENCE S07°27'21"W, A DISTANCE OF 519.96 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 1142.00 FEET, A CENTRAL ANGLE OF 05°56'44", A CHORD BEARING OF N78°03'41"W AND A CHORD DISTANCE OF 118.45 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 118.50 FEET TO A POINT OF CURVATURE; THENCE N81°02'03"W, A DISTANCE OF 113.97 FEET; THENCE N00°10'41"W, A DISTANCE OF 9.61 FEET; THENCE N11°40'24"W, A DISTANCE OF 70.85 FEET; THENCE N07°54'27"W, A DISTANCE OF 150.70 FEET; THENCE N66°23'12"W, A DISTANCE OF 83.46 FEET; THENCE S58°25'20"W, A DISTANCE OF 73.95 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 800.00 FEET, A CENTRAL ANGLE OF 13°58'18", A CHORD BEARING OF N32°29'40"W AND A CHORD DISTANCE OF 194.60 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 195.08 FEET TO A POINT OF TANGENCY; THENCE N39°28'49"W, A DISTANCE OF 66.63 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 500.00 FEET, A CENTRAL ANGLE OF 04°03'57", A CHORD BEARING OF N37°26'51"W AND A CHORD DISTANCE OF 35.47 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 35.48 FEET TO THE POINT OF TANGENCY; THENCE N53°38'10"E, A DISTANCE OF 28.43 FEET; THENCE N65°38'30"E, A DISTANCE OF 26.40 FEET; THENCE N03°43'56"E, A DISTANCE OF 47.66 FEET; THENCE N11°04'16"W, A DISTANCE OF 34.53 FEET; THENCE N08°36'56"E, A DISTANCE OF 40.55 FEET; THENCE N75°50'41"W, A DISTANCE OF 25.12 FEET; THENCE S79°09'40"W, A DISTANCE OF 504.22 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 200.00 FEET, A CENTRAL ANGLE OF 37°25'44", A CHORD BEARING OF S17°25'47"W AND A CHORD DISTANCE OF 128.34 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 130.65 FEET TO A POINT OF TANGENCY; THENCE S36°08'39"W, A DISTANCE OF 36.46 FEET; THENCE N53°51'21"W, A DISTANCE OF 90.00 FEET; THENCE S36°08'39"W, A DISTANCE OF 5.00 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF S81°08'39"W AND A CHORD DISTANCE OF 21.21 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 23.56 FEET TO THE POINT OF TANGENCY; THENCE N53°51'21"W, A DISTANCE OF 118.85 FEET; THENCE N36°08'39"E, A DISTANCE OF 50.00 FEET; THENCE N53°51'21"W, A DISTANCE OF 32.76 FEET; THENCE N09°46'59"W, A DISTANCE OF 632.25 FEET TO A POINT ON A NONTANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 854.93 FEET, A CENTRAL ANGLE OF 02°24'12", A CHORD BEARING OF S89°45'09"E AND A CHORD DISTANCE OF 35.86 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 35.86 FEET TO THE END OF SAID CURVE; THENCE N03°27'16"W, A DISTANCE OF 27.77 FEET; THENCE N13°14'06"E, A DISTANCE OF 147.77 FEET; THENCE N31°19'36"E, A DISTANCE OF 30.90 FEET; THENCE N10°41'05"W, A DISTANCE OF 417.56 FEET; THENCE N32°10'00"W, A DISTANCE OF 510.76 FEET; THENCE N00°00'00"E, A DISTANCE OF 522.91 FEET; THENCE N12°52'15"W, A DISTANCE OF 113.90 FEET; THENCE N05°21'41"W, A DISTANCE OF 273.01 FEET; THENCE N25°37'04"W, A DISTANCE OF 141.20 FEET; THENCE N14°56'44"W, A DISTANCE OF 174.64 FEET; THENCE N28°41'02"W, A DISTANCE OF 90.51 FEET; THENCE N77°51'13"E, A DISTANCE OF 758.24 FEET TO THE POINT OF BEGINNING. CONTAINING 3,978,632 SQUARE FEET OR 91.34 ACRES MORE OR LESS. IMPROVEMENTS All pipes, lines, valves, gate valves, valve boxes, thrust blocks, hydrants, manholes, fittings, equipment, and other goods which comprise the water, reclaimed water and sanitary sewer system, and related improvements. Part I. General Service A. Computer System and Record Keeping Database B. Public Relations and Educational Brochures C. Mosquito Hotline Citizen Response – (800) 443-2034 D. Comprehensive Insurance Coverage Dowden West CDD E. Program Consulting and Quality Control Staff F. Regulatory compliance on local, state, and federal levels Part II. Larval Midge Control A. Prescription Larval Control will be performed with OMRI (Organic Materials Review Institute) labeled Natular G30® mosquito/midge larvicide as described in the following sections. B. The program provides for 12 monthly treatments of the 6 identified ponds as needed using OMRI labeled Natular G30® pellets, or an equivalent 30 day residual product. Treatments will be completed utilizing backpack equipment to cover a 15’ perimeter zone around the edge of the lake to target Chironomidae or “edge midges.” Part III. Adult Midge Control A. Adulticiding in midge harborage areas 1. 44 scheduled ATV ULV treatments around 6 ponds up to 2.9 miles using Duet® or synthetic pyrethroid insecticide scheduled weekly February - December. 2. Up to 10 miles backpack barrier treatments as needed to reduce re-infestation using a pyrethroid insecticide for residual control of adult mosquitoes. B. Adulticiding Operational Procedures 1. Notification of community contact. 2. Weather limit monitoring and compliance. 3. ULV particle size evaluation. 4. Insecticide dosage and quality control analysis. EMM Payment Total Cost for Parts I and II $29,135.50 --- **NPDES Permit: A National Pollutant Discharge Elimination System (NPDES) permit is necessary for the execution of the work for mosquito control effective October 31, 2011. Any additional costs associated with activities and/or services that may be required by Clarke in order to comply with an NPDES permit are not included in this proposal. --- Clarke Environmental Mosquito Management, Inc. 2025 Midge Service Agreement | Dowden West CDD 8448 Compass Pt Ave, Orlando Program Payment Plan. For Parts I, II, and III as specified in the 2024 Professional Services Cost Outline, the total for the 2025 program is $29,135.50. The payments will be due according to the payment schedule below. Dowden West CDD has the option to extend this program for 2026 Season. PROGRAM PAYMENT PLAN Month 2025 1 January $2,427.96 1 February $2,427.96 1 March $2,427.96 1 April $2,427.96 1 May $2,427.96 1 June $2,427.96 1 July $2,427.96 1 August $2,427.96 1 September $2,427.96 1 October $2,427.96 1 November $2,427.96 1 December $2,427.94 TOTAL $29,135.50 Approved Contract Period and Agreement: Please check one of the following contract periods: . 2025 Season . 2025 -2026 Seasons If you would like to pay by credit card please provide the information to your control consultant. For Customer: Dowden West CDD Sign Name: Title: Date: For Clarke Environmental Mosquito Management Inc.: Name: Title: Control Consultant Date: Cherrief Jackson 2 MAP: Clarke Environmental Mosquito Management, Inc. 2025 Midge Service Agreement | Dowden West CDD 8448 Compass Pt Ave, Orlando Administrative Information: Invoices should be sent to: Name: Address: City: State: Zip Office Phone: Fax: P.O.# Email: County:____________________ **In an effort to be more sustainable, we ask that you provide us with an Email address that the invoices should be sent to.** Treatment Address (if different from above): Address: City: County: __________________________ Contact Person for Dowden West CDD: State: Zip Name: Title: Office Phone: Fax: E-Mail: 4 Clarke Environmental Mosquito Management, Inc. 2025 Midge Service Agreement | Dowden West CDD 8448 Compass Pt Ave, Orlando Home Phone: Cell: Pager: Alternate Contact Person for Dowden West CDD Name: Title: Office Phone: Fax: E-Mail: Home Phone: Cell: Pager: Please sign and return a copy of the complete contract for our files to: Clarke Environmental Mosquito Management, Inc., Attn: Crystal Challacombe 3036 Michigan Avenue, Kissimmee, FL 34744; Fax number 407-944-0709 5 Dowden West Community Development District Unaudited Financial Reporting December 31, 2024 A picture containing text Description automatically generated 1 2-3 4567 8-9 10 11 Month to Month Long Term Debt Report Table of Contents Balance Sheet General Fund Debt Service Fund Series 2018 Capital Project Fund Series 2018 Assessment Receipt Schedule Debt Service Fund Series 2024 Capital Project Fund Series 2024 General Debt Service Capital Project Totals Fund Fund Fund Governmental Funds CDAausOssehpe f:tersor:amti nGge nAecrcaolu Fnutnd $ 3 5 2 , 9 5 0 - $ 1 2 , 8 -48 $ - - $ 3 1522,,894508 SSeeRRRCCRPrriiaoreeeeeeepnssvvsspeeee sI22rratnnn00rvvyuutuee12meeec84rteeinosttn ------- 211 01141 924331 ,,,,,, 980852 422186 508032 - 2 ,9 3 8 , 4 2 8 ------ 2 , 9211 301411 8932314,,,,,,,490582824228168503802 Total Assets $ 352,950 $ 508,296 $ 2,938,428 $ 3,799,674 Liabilities: DAcuceo tuon Dtse Pbat ySaebrvleice $ 1127,,854080 $ - - $ - - $ 1127,,854080 Total Liabilities $ 30,348 $ - $ - $ 30,348 RUFuenDCsnaatesdrpbsi iciBtgt taSanelelde aPrd vfnroioccrjee:e:ct $ 3 2 , 6 -03 $ 5 0 8 , 2 9 6 -- $ 2 , 9 3 8 , 4 - 2 8 - $ 2 , 953 302882,,,426290863 Total Fund Balances $ 322,603 $ 508,296 $ 2,938,428 $ 3,769,327 Total Liabilities & Fund Balance $ 352,950 $ 508,296 $ 2,938,428 $ 3,799,674 Dowden West Community Development District Combined Balance Sheet December 31, 2024 Page 1 Community Development District General Fund Statement of Revenues, Expenditures, and Changes in Fund Balance For The Period Ending December 31, 2024 Adopted Budget PTrhorrua t1e2d/ B3u1d/2ge4t ThruA 1c2tu/a3l1/24 Variance Revenues: ADAssessveeesslsosmmpeeernn Cttsso n-- tTDraiirbxe uRcttoiollns $ 663402524,,,913790543 $ 67 86 ,, 61 05 76 - $ 67 86 ,, 61 05 76 - $ - -- Total Revenues $ 1,572,472 $ 1 44,762 $ 1 44,762 $ - Expenditures: General & Administrative: PITAOSETPPMWLAIODADAnnueRronersntrftuiasfesftihugbpslsg-noenionuesbeFatecsieisruterptraanssetlrIrm,irna ame ggChisn e vALaCtSnleemeeoAeaige gidiuusAy cm cnrtn F&eveo&Mperieiuaeeo nneerr pRn dtGDaeenB rngtilFseiis tneoie titAneeTeibn nnltsFsstieda ediev Ce esnAtm&cirenheenhgga raisaSngelnyn runLoigcsbilteeoatsrsbgcaryitliiiptoytnions $ 142 565225751253 ,,,,,,,,,,,, 132810577840502010698015500554050060707040070000000100005050 $ 1 563106 ,,,,,, 286112786351922 154708813572107152 076508808055505905 -- $ 1 56011 ,,,,, 22616390198 13532174719 0101055043590 ------- $ 15 ,, 613118723 087478833726 ( 0806566027650 -------) Total General & Administrative $ 125,502 $ 38,044 $ 28,163 $ 9,882 Dowden West Page 2 Community Development District General Fund Statement of Revenues, Expenditures, and Changes in Fund Balance For The Period Ending December 31, 2024 Adopted Budget PTrhorrua t1e2d/ B3u1d/2ge4t ThruA 1c2tu/a3l1/24 Variance Dowden West Operations & Maintenance Contract Services LFLMaiaeikntlieddg saMMctaiaaopinnneat MgeMenoamaninneitctnoeetrnianngce $ 7 41917790,,,,052003500080 $ 1 19 4192,,,,378585103050 $ 8 014 ,,, 093 308 602 - $ 1 992 ,,, 785 750 8000 Repairs & Maintenance ILOAGSriaelprglnnieengdyeraaaswrgtactieaiaoln ypRng e Me RS pReauaepipinpraptslilear i&nescesa Mmncaeeinnttenance 2 07523 ,,,,, 055055000000000000 511 ,,, 081268072527055055 1 21 ,, 90 67 23 ---- ( 71 ,, 916882622075255250) Utilities EWStlreaecteetrtril ci&g hSteswer 13 603641,,,022082005 128662,,,508070006 12 967,,,806876532 5 695,,,691194574 Other CPoronptienrgtye nIncysurance 2 57,,060707 61,,295109 76,,097927 ( 5 (,802728)) Total Operating & Maintenance $ 1,446,970 $ 3 61,743 $ 1 68,043 $ 193,700 Total Expenditures $ 1,572,472 $ 3 99,787 $ 1 96,205 $ 203,582 Excess (Deficiency) of Revenues over Expenditu$ 0 $ (255,024) $ (51,443) $ 203,582 Net Change in Fund Balance $ - $ (255,024) $ (51,443) $ 203,582 Fund Balance - Beginning $ - $ 374,045 Fund Balance - Ending $ - $ 322,603 Page 3 Dowden West Community Development District Debt Service Fund Series 2018 Statement of Revenues, Expenditures, and Changes in Fund Balance For The Period Ending December 31, 2024 Adopted Budget PTrhorrua t1e2d/ B3u1d/2ge4 ThruA 1c2tu/a3l1/24 Variance Revenues: IAnstseersessmt Iennctosm - eTax Roll $ 4 2 0 , 7 4 - $ 3 5 , 2 9 0 - $ 3 45,,820930 $ 4 , 8 0 3 - Total Revenues $ 4 20,744 $ 35,290 $ 40,093 $ 4 ,803 Expenditures: IIPnnrttieenrrceeipsstta l-- -51 5/1/11 $ 111 515404,,,000707303 $ 1 5 4 , 0 7 3 -- $ 1 5 4 , 0 7 3 -- $ --- Total Expenditures $ 4 18,145 $ 1 54,073 $ 1 54,073 $ - Excess (Deficiency) of Revenues over Expendi $ 2,599 $ (118,783) $ (113,980) $ 4,803 Other Financing Sources/(Uses): Transfer In/(Out) $ - $ - $ 11,262 $ 1 1,262 Total Other Financing Sources/(Uses) $ - $ - $ 11,262 $ 1 1,262 Net Change in Fund Balance $ 2,599 $ (118,783) $ (102,717) $ 16,065 Fund Balance - Beginning $ 228,256 $ 447,947 Fund Balance - Ending $ 230,855 $ 345,230 Page 4 Dowden West Community Development District Debt Service Fund Series 2024 Statement of Revenues, Expenditures, and Changes in Fund Balance For The Period Ending December 31, 2024 Adopted Budget PTrhorrua t1e2d/ B3u1d/2ge4 ThruA 1c2tu/a3l1/24 Variance Revenues: IAAnsstsseeerssesssmmt Ieennncttossm -- eTDairxe Rctoll $ 1 56 86 ,, 70 72 55 - $ 12 39 ,, 93 29 73 - $ 12 239,,,339729337 $ 2 , 3 7 3 -- Total Revenues $ 2 24,800 $ 43,319 $ 45,692 $ 2 ,373 Expenditures: IIPnnrttieenrrceeipsstta l-- -15 51//1/11 $ 1 580063,,,037014009 $ 1 0 3 , 7 4 9 -- $ 1 0 3 , 7 4 9 -- $ --- Total Expenditures $ 2 40,059 $ 1 03,749 $ 1 03,749 $ - Excess (Deficiency) of Revenues over Expendi $ (15,259) $ (60,430) $ (58,057) $ 2,373 Net Change in Fund Balance $ (15,259) $ (60,430) $ (58,057) $ 2 ,373 Fund Balance - Beginning $ 103,749 $ 221,124 Fund Balance - Ending $ 88,490 $ 163,066 Page 5 Dowden West Community Development District Capital Projects Fund Series 2018 Statement of Revenues, Expenditures, and Changes in Fund Balance For The Period Ending December 31, 2024 Adopted Budget PTrhorrua t1e2d/ B3u1d/2ge4t ThruA 1c2tu/a3l1/24 Variance Revenues Interest Income $ - $ - $ 1 27 $ 1 27 Total Revenues $ - $ - $ 127 $ 127 Expenditures: Capital Outlay $ - $ - $ - $ - Total Expenditures $ - $ - $ - $ - Excess (Deficiency) of Revenues over Expen $ - $ - $ 127 $ 127 Other Financing Sources/(Uses) Transfer In/(Out) $ - $ - $ (11,262) $ (11,262) Total Other Financing Sources (Uses) $ - $ - $ (11,262) $ (11,262) Net Change in Fund Balance $ - $ (11,135) Fund Balance - Beginning $ - $ 11,135 Fund Balance - Ending $ - $ - Page 6 Dowden West Community Development District Capital Projects Fund Series 2024 Statement of Revenues, Expenditures, and Changes in Fund Balance For The Period Ending December 31, 2024 Adopted Budget PTrhorrua t1e2d/ B3u1d/2ge4t ThruA 1c2tu/a3l1/24 Variance Revenues Interest Income $ - $ - $ 34,656 $ 34,656 Total Revenues $ - $ - $ 34,656 $ 34,656 Expenditures: CCoapsti toafl IOsusutlaanyc e $ - - $ - - $ - - $ - - Total Expenditures $ - $ - $ - $ - Excess (Deficiency) of Revenues over Expen $ - $ - $ 34,656 $ 34,656 Net Change in Fund Balance $ - $ 34,656 Fund Balance - Beginning $ - $ 2,903,772 Fund Balance - Ending $ - $ 2,938,428 Page 7 Dowden West Community Development District Oct Nov Dec Jan Feb March April May June July Aug Sept Total Revenues: AAsssseessssmmeennttss -- TDairxe Rctoll $ 7 6 , 1 -56 $ 2 7 , 8 5 3 - $ 4 0 , 7 5 4 - $ - - $ - - $ - - $ - - $ - - $ - - $ - - $ - - $ - - $ 76 68,,165067 Total Revenues $ 76,156 $ 27,853 $ 40,754 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 144,762 Expenditures: General & Administrative: Supervisor Fees - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ PR-FICA - - - - - - - - - - - - - Engineering 130 1,844 - - - - - - - - - - 1,974 Attorney 338 52 500 - - - - - - - - - 890 Arbitrage Rebate - - - - - - - - - - - - - Dissemination Agent 306 306 306 - - - - - - - - - 919 Annual Audit - - - - - - - - - - - - - Trustee Fees - - - - - - - - - - - - - Assessment Administration 5,250 - - - - - - - - - - - 5,250 Management Fees 3,542 3,542 3,542 - - - - - - - - - 10,625 Information Technology 105 105 105 - - - - - - - - - 315 Website Maintenance 70 70 70 - - - - - - - - - 210 Telephone - - - - - - - - - - - - - Postage & Delivery 1 - - - - - - - - - - - 1 Printing & Binding - - - - - - - - - - - - - Insurance General Liability 6,631 - - - - - - - - - - - 6,631 Legal Advertising 1,043 - - - - - - - - - - - 1,043 Other Current Charges 48 41 40 - - - - - - - - - 130 Office Supplies 0 - - - - - - - - - - - 0 Property Appraiser - - - - - - - - - - - - - Dues, Licenses & Subscriptions 175 - - - - - - - - - - - 175 Total General & Administrative 17,639 $ 5,960 $ 4,563 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 28,163 $ Month to Month Page 8 Dowden West Community Development District Oct Nov Dec Jan Feb March April May June July Aug Sept Total Month to Month Operations & Maintenance Contract FLLMiaaiekntlieddg saMMctaiaaopinnn eSat MgeeMenroamvaniinneiccttneoeetsrnianngce $ 2 16 ,, 946 567 019 - $ 2 16 ,, 946 567 019 - $ 2 16 ,, 46 67 19 -- $ - --- $ - --- $ - --- $ - --- $ - --- $ - --- $ - --- $ - --- $ - --- $ 8 140 ,,, 390 083 026 - Repairs & Maintenance ISLGAOriaelprglnnieengdeyraaasrwgtactieaialon ypRng e Me RS pRaeuaeippinpraptslielar i&ncseeas Mmncaeeinnttenance 15 ,, 02 17 23 ---- 7 , 7 5 0 ----- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ 1 12 ,, 09 76 32 ---- Utilities SEWtleraecteetrtril ci&g hSteswer 467,,,688788256 447,,,388899278 557,,,000000000 --- --- --- --- --- --- --- --- --- 121 264,,,077678343 Other CProonptienrgtye nIncysurance 26,,395977 2 , 3 5 7 - 2 , 3 5 7 - -- -- -- -- -- -- -- -- -- 67,,909772 Total Operations & Maintenance $ 64,172 $ 56,374 $ 47,497 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 168,043 Total Expenditures $ 81,811 $ 62,334 $ 52,060 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 196,205 Excess (Deficiency) of Revenues ove $ (5,655) $ (34,482) $ (11,306) $ - $ - $ - $ - $ - $ - $ - $ - $ - $ (51,443) Total Other Financing Sources/Uses $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Net Change in Fund Balance $ (5,655) $ (34,482) $ (11,306) $ - $ - $ - $ - $ - $ - $ - $ - $ - $ (51,443) Page 9 Dowden West Community Development District Long Term Debt Report Interest Rate: 4.35%, 4.85%, 5.40%, 5.55% Maturity Date: 5/1/2049 Reserve Fund Definition 50% of Maximum Annual Debt Service Reserve Fund Requirement $209,945 Reserve Fund Balance 209,945 Bonds Outstanding - 02/02/2018 $6,170,000 Less: Principal Payment - 05/01/20 ($90,000) Less: Principal Payment - 05/01/21 ($95,000) Less: Principal Payment - 05/01/22 ($100,000) Less: Principal Payment - 05/01/23 ($100,000) Less: Principal Payment - 05/01/24 ($105,000) Current Bonds Outstanding $5,680,000 Reserve Fund Definition Lesser of: (i) MADS (ii) 125% of Annual DS (iii) 10% of original proceeds Reserve Fund Requirement $112,400 Reserve Fund Balance 112,820 Interest Rate: $610,000.00 4.40% Maturity Date: 5/1/2034 $990,000.00 5.25% 5/1/2044 $1,710,000.00 5.55% 5/1/2054 Bonds Outstanding - 03/31/2024 $3,310,000 Less: Principal Payment - 05/01/2025 $0 Current Bonds Outstanding $3,310,000 Series 2018, Special Assessment Revenue Bonds Series 2024, Special Assessment Revenue Bonds Page 10 Gross Net A Asssesesssmsmeenntsts $$ 88 1707,,196767..3759 $$ 44 2407,,670404..0000 $$ 11 7666,,603491..7490 $$ 11 ,,449044,,471572..1185 58.23% 29.95% 11.82% 10 0 .00% Date Gross Amount Commissions Discount/Penalty Interest Net Receipts O&M Portion Series 2018 Debt Service Series 2024 Debt Service Total 1111111222/////0112203566/////2222244444 $ 334 56234,,,,,550495833603068.....3524505067 $ 6 3 1 ----.50 $ 111 ,,, 237225782617823.....2561201713 $ 7 8 ----.20 $ 334 66013 ,,,,,120574945815167.....3367847799 $ 112 47933,,,,,129560686769938.....1163307747 $ 1 91291,,,,,248981144820024.....0336381276 $ 334 ,,, 699773112450063.....4293633884 $ 334 06136,,,,,170254548956117.....3637848779 TOTAL $ 122,569.08 $ 631.50 $ 4 ,902.72 $ 788.20 $ 117,823.06 $ 68,606.65 $ 35,289.74 $ 13,926.66 $ 117,823.05 8% Net Percent Collected $ 1,286,929.09 Balance Remaining to Collect GNroest sA Asssesesssmsmeenntsts $$ 11 5622,,031313..4411 $$ -- $$ 56 28,,570588..0578 $$ 221214,,054619..4979 Transfer to Due Date Debt Service 11/01/24 10/21/24 - #419 0025//0011//2255 TOTAL Dowden West Community Development District Special Assessment Receipt Schedule Fiscal Year 2025 ON ROLL ASSESSMENTS $14,696.27 DIRECT BILL Net Amount O&M Assessed Net Amount 2024 Debt Assessed $152,311.41 $58,785.08 O&M Collected 2024 Debt Collected $$$733688,,,100577577...788155 $76,155.71 $$1249,,369926..2547 $29,392.54 $76,155.71 $29,392.54 Balance Due $76,155.70 $29,392.54 Page 11 DOWDEN WEST COMMUNITY DEVELOPMENT DISTRICT REQUEST FOR PROPOSALS Annual Audit Services for Fiscal Year 2024 Orange County, Florida INSTRUCTIONS TO PROPOSERS SECTION 1. DUE DATE. Sealed proposals must be received no later than Wednesday, February 5, 2025 at 5:00 p.m., at the offices of District Manager, located at 219 East Livingston Street, Orlando, Florida 32801. Proposals will be publicly opened at that time. SECTION 2. FAMILIARITY WITH THE LAW. By submitting a proposal, the Proposer is assumed to be familiar with all federal, state, and local laws, ordinances, rules and regulations that in any manner affect the work. Ignorance on the part of the Proposer will in no way relieve it from responsibility to perform the work covered by the proposal in compliance with all such laws, ordinances and regulations. SECTION 3. QUALIFICATIONS OF PROPOSER. The contract, if awarded, will only be awarded to a responsible Proposer who is qualified by experience and licensing to do the work specified herein. The Proposer shall submit with its proposal satisfactory evidence of experience in similar work and show that it is fully prepared to complete the work to the satisfaction of the District. SECTION 4. SUBMISSION OF ONLY ONE PROPOSAL. Proposers shall be disqualified, and their proposals rejected if the District has reason to believe that collusion may exist among the Proposers, the Proposer has defaulted on any previous contract or is in arrears on any previous or existing contract, or for failure to demonstrate proper licensure and business organization. SECTION 5. SUBMISSION OF PROPOSAL. Submit one (1) original hard copy and one (1) electronic copy of the Proposal Documents, and other requested attachments, at the time and place indicated herein, which shall be enclosed in an opaque sealed envelope, marked with the title “Auditing Services – Dowden West Community Development District” on the face of it. SECTION 6. MODIFICATION AND WITHDRAWAL. Proposals may be modified or withdrawn by an appropriate document duly executed and delivered to the place where proposals are to be submitted at any time prior to the time and date the proposals are due. No proposal may be withdrawn after opening for a period of ninety (90) days. SECTION 7. PROPOSAL DOCUMENTS. The proposal documents shall consist of the notice announcing the request for proposals, these instructions, the Evaluation Criteria Sheet and a proposal with all required documentation pursuant to Section 12 of these instructions (the “Proposal Documents”). SECTION 8. PROPOSAL. In making its proposal, each Proposer represents that it has read and understands the Proposal Documents and that the proposal is made in accordance therewith. SECTION 9. BASIS OF AWARD/RIGHT TO REJECT. The District reserves the right to reject any and all proposals, make modifications to the work, and waive any informalities or irregularities in proposals as it is deemed in the best interests of the District. SECTION 10. CONTRACT AWARD. Within fourteen (14) days of receipt of the Notice of Award from the District, the Proposer shall enter into and execute a Contract (engagement letter) with the District. SECTION 11. LIMITATION OF LIABILITY. Nothing herein shall be construed as or constitute a waiver of District’s limited waiver of liability contained in Section 768.28, Florida Statutes, or any other statute or law. SECTION 12. MISCELLANEOUS. All proposals shall include the following information in addition to any other requirements of the proposal documents. A. List position or title of all personnel to perform work on the District audit. Include resumes for each person listed; list years of experience in present position for each party listed and years of related experience. B. Describe proposed staffing levels, including resumes with applicable certifications. C. Three references from projects of similar size and scope. The Proposer should include information relating to the work it conducted for each reference as well as a name, address and phone number of a contact person. D. The cost of the provision of the services under the proposal for Fiscal Year 2024, 2025, 2026, 2027 and 2028. The District intends to enter into five (5) separate oneyear agreements. E. Provide a proposed schedule for performance of the audit. SECTION 13. PROTESTS. In accordance with the District’s Rules of Procedure, any protest regarding the Proposal Documents, must be filed in writing, at the offices of the District Manager, within seventy-two (72) calendar hours (excluding Saturday, Sunday, and state holidays) after the receipt of the Proposal Documents. The formal protest setting forth with particularity the facts and law upon which the protest is based shall be filed within seven (7) calendar days (including Saturday, Sunday, and state holidays) after the initial notice of protest was filed. Failure to timely file a notice of protest or failure to timely file a formal written protest shall constitute a waiver of any right to object or protest with respect to the aforesaid Proposal Documents. SECTION 14. EVALUATION OF PROPOSALS. The criteria to be used in the evaluation of proposals are presented in the Evaluation Criteria Sheet, contained within the Proposal Documents. DOWDEN WEST COMMUNITY DEVELOPMENT DISTRICT AUDITOR SELECTION EVALUATION CRITERIA 1. Ability of Personnel. (20 Points) (E.g., geographic location of the firm’s headquarters or permanent office in relation to the project; capabilities and experience of key personnel; present ability to manage this project; evaluation of existing workload; proposed staffing levels, etc.) 2. Proposer’s Experience. (20 Points) (E.g. past record and experience of the Proposer in similar projects; volume of work previously performed by the firm; past performance for other community development districts in other contracts; character, integrity, reputation of Proposer, etc.) 3. Understanding of Scope of Work. (20 Points) Extent to which the proposal demonstrates an understanding of the District’s needs for the services requested. 4. Ability to Furnish the Required Services. (20 Points) Extent to which the proposal demonstrates the adequacy of Proposer’s financial resources and stability as a business entity necessary to complete the services required. 5. Price. (20 Points) Points will be awarded based upon the lowest total proposal for rendering the services and the reasonableness of the proposal. TOTAL (100 Points) DOWDEN WEST COMMUNITY DEVELOPMENT DISTRICT REQUEST FOR PROPOSALS FOR ANNUAL AUDIT SERVICES The Dowden West Community Development District hereby requests proposals for annual financial auditing services. The proposal must provide for the auditing of the District’s financial records for the fiscal year ending September 30, 2024, with an option for four (4) additional annual renewals. The District is a local unit of special-purpose government created under Chapter 190, Florida Statutes, for the purpose of financing, constructing, and maintaining public infrastructure. The District is located in Orange County, Florida and has a general administrative operating fund and debt service fund. Each auditing entity submitting a proposal must be authorized to do business in Florida; hold all applicable state and federal professional licenses in good standing, including but not limited to a license under Chapter 473, Florida Statutes, and be qualified to conduct audits in accordance with “Government Auditing Standards”, as adopted by the Florida Board of Accountancy. Audits shall be conducted in accordance with Florida law and particularly section 218.39, Florida Statutes, and the rules of the Florida Auditor General. Proposal packages, which include evaluation criteria and instructions to proposers, are available from the District Manager at the address and telephone number listed below. Proposers must provide one (1) original hard copy and one (1) electronic copy of their proposal to Governmental Management Services – Central Florida, LLC, District Manager, 219 East Livingston Street, Orlando, Florida 32801, in an envelope marked on the outside “Auditing Services – Dowden West Community Development District.” Proposals must be received by 5:00 PM on Wednesday, February 5, 2025, at the office address listed above. Proposals received after this time will not be eligible for consideration. Please direct all questions regarding this Notice to the District Manager who can be reached at (407) 841-5524. Jason Showe Governmental Management Services – Central Florida, LLC District Manager