VIVID SHORES COMMUNITY DEVELOPMENT
DISTRICT

LEE COUNTY Regular Board Meeting
MARCH 9, 2026
10:45 A.M.

Special District Services, Inc.
The Oaks Center 2501A Burns Road
Palm Beach Gardens, FL 33410
www.vividshorescdd.org 561.630.4922 Telephone 877.SDS.4922 Toll Free 561.630.4923 Facsimile

AGENDA VIVID SHORES
COMMUNITY DEVELOPMENT DISTRICT
24311 Walden Center Drive, Suite 300 Bonita Springs, FL 34134 REGULAR BOARD MEETING
March 9, 2026
10:45 A.M.
Call to Order
Proof of Publication…	Page 1
Establish Quorum
Additions or Deletions to Agenda
Comments from the Public for Items Not on the Agenda
Approval of Minutes
February 9, 2026 Regular Board Meeting Minutes	Page 2
Old Business
New Business
Consider Approval of Addendum to Engineer’s Report	Page 5
Consider Approval of Disclosure of Public Finance	Page 7
Consider Resolution No. 2026-02 – Adopting Omnibus Addendum to Series 2025
Bonds & Assessment Documents…	Page 16
Consider Approval of Maintenance Agreement	Page 25
Consider Approval of Requisition #2	Page 26
Administrative Matters
Board Member Comments
Adjourn

Publication Date 2026-02-27

Subcategory Miscellaneous Notices

VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT NOTICE OF REGULAR BOARD OF SUPERVISORS MEETING
The Board of Supervisors (Board) for the Vivid Shores Community Development District (District) will hold a Regular Board Meeting (Meeting) on March 9, 2026, at 10:45 a.m. at the Offices of Pulte located at 24311 Walden Center Drive, Suite 300, Bonita Springs, Florida 34134 where the Board may consider other business that may properly come before it. A copy of the agenda may be obtained on the Districts website (www.vividshorescdd.org) or at the offices of the District Manager, Special District Services, Inc., 2501A Burns Road, Palm Beach Gardens, Florida 33410, (561) 630-4922 (District Managers Office), during normal business hours.
The Meeting is open to the public and will be conducted in accordance with the provisions of Florida law. The Meeting may be continued in progress to a date, time certain, and place to be specified on the record at the Meeting. There may be occasions when Board Supervisors or District Staff may participate by speaker telephone.
Any person requiring special accommodations at the Meeting because of a disability or physical impairment should contact the District Managers Office at least forty-eight (48) hours prior to the Meeting. If you are hearing or speech impaired, please contact the Florida Relay Service by dialing 7-1-1, or 1-800-955-8771 (TTY)
/ 1-800-955-8770 (Voice), for aid in contacting the District Managers Office.
Each person who decides to appeal any decision made by the Board with respect to any matter considered at the Meeting is advised that person will need a record of proceedings and that accordingly, the person may need to ensure that a verbatim record of the proceedings is made, including the testimony and evidence upon which such appeal is to be based.
Michelle Krizen District Manager 2/27/2026

Page 1

VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT REGULAR BOARD MEETING
FEBRUARY 9, 2026

CALL TO ORDER
The Vivid Shores Community Development District (the “District”) Regular Board Meeting of February 9, 2026, was called to order at 10:45 a.m. at 24311 Walden Center Drive, Suite 300, Bonita Springs, Florida 34134.
PROOF OF PUBLICATION

Proof of publication was presented which showed that notice of the Regular Board Meeting had been published in the Fort Myers News-Press on January 30, 2026, as legally required.

ESTABLISH A QUORUM
A quorum was established with the following Supervisors in attendance:

Chairman	Scott Brooks	Present	
Vice Chairperson	Laura Ray	Present	
Supervisor	Naomi Robertson	Present	
Supervisor	Jason Sawyer	Present via phone	
Supervisor	Ned Dewhirst	Present via phone	

Staff in attendance included the following:

District Manager	Michelle Krizen	Special District Services, Inc.	
District Counsel	Alyssa Willson	Kutak Rock	
District Engineer	Jackie Larocque (via phone)	Atwell Engineering	

Also present was Pat Butler.

ADDITIONS OR DELETIONS TO THE AGENDA

There was a consensus of the Board to add a Discussion Regarding the Encroachment Agreement under New Business.

COMMENTS FROM THE PUBLIC FOR ITEMS NOT ON THE AGENDA

There were no comments from the public for items not on the agenda.

APPROVAL OF MINUTES
January 12, 2026, Regular Board Meeting

It was noted that Alyssa Willson and Jackie Larocque attended the meeting via telephone.

A motion was made by Ms. Ray, seconded by Mr. Brooks and passed unanimously approving the minutes of the January 12, 2026, Regular Board Meeting, as amended.

OLD BUSINESS
There were no Old Business items to come before the Board.
NEW BUSINESS
Consider Disclosure of Public Finance
This item was tabled for updates. The earliest anticipated closing is in six months. This item will need to be approved prior to the closings.
Consider Agreement for Maintenance of District Improvements
This item was tabled until it is in final form.
Consider Preserve Maintenance

A motion was made by Ms. Ray, seconded by Ms. Robertson and passed unanimously approving the Preserve Maintenance and authorizing staff to negotiate the cost with the Chair authorized to execute same, once approved by District Counsel.

It was further noted that clarification was needed regarding the green versus yellow in the exhibit.

Consider Plat

The final plat is close to the final form. The Chair and Secretary will sign prior to the final submittal. This is an item that is authorized outside of the meeting. Mr. Brooks and Ms. Krizen will sign once the plat is ready.

Discussion Regarding Encroachment Agreement

Currently there are approximately 5 approved dock designs to tie into the District property on Lakes 1, 2 and 3. There are swales that divide the property lines. The swale is half on the residential property and half on District property. A small boardwalk could be allowed over the swale without impeding the flow. The HOA/ARC would have the enforcement obligations. Insurance with the District as additionally insured would be required.

ADMINISTRATIVE MATTERS

The Board was advised that the next meet was scheduled for March 9, 2026.

BOARD MEMBER COMMENTS

There were no further comments from the Board Members.

ADJOURNMENT

There being no further business to come before the Board, a motion was made by Ms. Robertson, seconded by Ms. Ray and passed unanimously adjourning the Regular Board Meeting at 11:03 a.m.

ATTESTED BY:

Secretary/Assistant Secretary	Chairperson/Vice-Chair

March 6, 2026

Vivid Shores Community Development District c/o Michelle Krizen, District Manager Riverview Suites
27499 Riverview Center Blvd #453 Bonita Springs, Florida 34134

Subject:	Vivid Shores Community Development District Engineering Report Amendment

Dear Mrs. Krizen:

This letter shall serve as an amendment to the Master Engineering Report and Phase 1 Engineering Report for Vivid Shores.

The purpose of this amendment is to clarify that the Water and Wastewater Infrastructure is not included in the Vivid Shores Capital Improvement Plan. Bonita Springs Utilities is a private utility company and, therefore, the water and wastewater infrastructure is not eligible for inclusion within the Community Development District Capital Improvement Plan.

Accordingly, the cost estimate tables included in the Master Capital Improvement Plan and the Phase 1 Capital Improvement Plan have been revised to remove all costs associated with water and wastewater infrastructure.

TABLE 1: MASTER CIP COST ESTIMATE

PROPOSED FACILITIES & ESTIMATED COSTS CHART	
Improvement	Estimated Cost	Financing Entity	Operation & Maintenance Entity	
Internal Roadways	Not Included in CIP	Developer	HOA	
Earthwork for Stormwater Management	$22,400,000.00	Developer/CDD	CDD	
Stormwater Management Systems	$ 6,805,000	Developer/CDD	CDD	
Potable Water Systems	Not Included in CIP	Developer	BSU	
Sanitary Sewer Systems	Not Included in CIP	Developer	BSU	
Perimeter Walls	$	885,000.00	Developer/CDD	CDD	
Perimeter Landscaping	$	832,000.00	Developer/CDD	CDD	
On-Site Wetland Conservation	$ 1,112,000.00	CDD	CDD	
Off-Site Improvements	$14,320,000.00	CDD	City	
Professional Services & Permit Fees	$ 4,080,000.00	CDD	N/A	
Contingency – 10%	$ 5,043,400.00	As above	As above	
TOTAL	$55,477,400.00			

28100 Bonita Grande Dr., Suite 305, Bonita Springs, FL 34135	Tel: 239.405.7777
www.atwell-group.com

TABLE 2: PHASE 1 CIP COST ESTIMATE

PROPOSED FACILITIES & ESTIMATED COSTS CHART	
Improvement	Estimated Cost	Financing Entity	Operation & Maintenance Entity	
Internal Roadways	Not Included in CIP	Developer	HOA	
Earthwork for Stormwater Management	$10,322,825.00	Developer/CDD	CDD	
Stormwater Management Systems	$6,122,875.00	Developer/CDD	CDD	
Potable Water Systems	Not Included in CIP	Developer	BSU	
Sanitary Sewer Systems	Not Included in CIP	Developer	BSU	
Perimeter Walls	$648,300.00	Developer/CDD	CDD	
Perimeter Landscaping	$762,750.00	Developer/CDD	CDD	
On-Site Wetland Conservation	$574,170.00	CDD	CDD	
Off-Site Improvements	$12,774,560.00	CDD	CDD/City	
Professional Services & Permit Fees	$3,801,900.00	CDD	N/A	
Contingency – 10%	$3,500,738.00	As above	As above	
TOTAL	$38,508,118.00			

If you have questions or require further information, please contact me at (239) 405-7777 or jlarocque@atwell.com.

Sincerely,
ATWELL, LLC

Jacquelyn M Larocque 

Digitally signed by Jacquelyn M Larocque DN: CN=Jacquelyn M Larocque,
dnQualifier=A01410C000001994F018A890011282C,
O=Unaffiliated, C=US

E.

Date: 2026.03.06 05:21:22-05'00'
Jackie Larocque, P.
Vice President

cc:	Pulte Home Group, LLC

28100 Bonita Grande Dr., Suite 305, Bonita Springs, FL 34135	Tel: 239.405.7777
www.atwell-group.com

This instrument was prepared by:

Alyssa C. Willson, Esq. KUTAK ROCK LLP
107 West College Avenue Tallahassee, Florida 32301

VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT DISCLOSURE OF PUBLIC FINANCE
(SERIES 2025 – PHASE 1)

The Vivid Shores Community Development District (“District”) is a unit of special-purpose local government created pursuant to and existing under the provisions of Chapter 190, Florida Statutes. Under Florida law, community development districts are required to take affirmative steps to provide for the full disclosure of information relating to the public financing and maintenance of improvements to real property undertaken by such districts.

WHAT IS THE DISTRICT AND HOW IS IT GOVERNED?

The District is an independent special taxing district, created pursuant to and existing under the provisions of Chapter 190, Florida Statutes, and established by Ordinance No. 25-11, which was enacted by the City Commission of the City of Bonita Springs, Florida on September 17, 2025, and which became effective on September 17, 2025. The District currently encompasses approximately 1,294.95 acres of land located entirely within the City of Bonita Springs, Florida. The legal description of the lands encompassed within Phase 1 within the District is attached hereto as Exhibit A. As a local unit of special-purpose government, the District provides an alternative means for planning, financing, constructing, operating and maintaining various public improvements and community facilities within its jurisdiction. The District is governed by a five-member Board of Supervisors (“Board”), the members of which must be residents of the State and citizens of the United States.

For more information about the District, please contact the District’s Manager, c/o Special District Services, Inc., 2501A Burns Road, Palm Beach Gardens, Florida 33410 (“District Office”).

DESCRIPTION OF PROJECTS, BONDS & ASSESSMENTS

The District is authorized by Chapter 190, Florida Statutes, to finance, fund, plan, establish, acquire, install, equip, operate, extend, construct, or reconstruct roadways, stormwater management, wastewater collection, water distribution system, landscape, hardscape, recreational facilities, reclaim water, irrigation water, underground electrical distribution system, street lighting and other infrastructure projects, and services necessitated by the development of, and serving lands within, the District. To finance the construction of such projects, the District is authorized to issue bonds that are secured by special assessments levied against properties within the District that are benefitted by the projects.

2025 Bonds & Assessments

On December 18, 2025, the District issued its $16,765,000 Special Assessment Bonds, Series 2025 (2025 Project Area) (“Bonds”) to finance a portion of its capital improvement plan known as the “2025 Project” (“Project”). The Project includes, among other things, roadway improvements, stormwater management system, environmental conservation, hardscape and landscape, streetlights, recreational amenities, and off-site improvements. The Project is estimated to cost approximately
$38,508,118.00 and is described in more detail in the Vivid Shores Community Development District, Phase 1 Engineer’s Report, dated September 2025, as amended by the Vivid Shores Community Development District Engineering Report Amendment dated March 6, 2026 (“Engineer’s Report”).

The Bonds are secured by special assessments (“Assessments”) levied and imposed on certain benefitted lands within the District. The Assessments are further described in the Amended and Restated Master Special Assessment Methodology Report, dated November 10, 2025, and as supplemented by the Final First Supplemental Special Assessment Methodology Report, dated December 9, 2025 (together, the “Assessment Report”).
Operation and Maintenance Assessments

In addition to debt service assessments, the District may also impose on an annual basis operations and maintenance assessments (“O&M Assessments”), which are determined and calculated annually by the Board in order to fund the District’s annual operations and maintenance budget. O&M Assessments are levied against all benefitted lands in the District, and may vary from year to year based on the amount of the District’s budget. O&M Assessments may also be affected by the total number of units that ultimately are constructed within the District. The allocation of O&M Assessments is set forth in the resolutions imposing the assessments. Please contact the District Office for more information regarding the allocation of O&M Assessments.

Collection Methods

For any given fiscal year, the District may elect to collect any special assessment for any lot or parcel by any lawful means. Generally speaking, the District may elect to place a special assessment on that portion of the annual real estate tax bill, entitled “non-ad valorem assessments,” which would then be collected by the Lee County Tax Collector in the same manner as county ad valorem taxes. Alternatively, the District may elect to collect any special assessment by sending a direct bill to a given landowner. The District reserves the right to change collection methods from year to year.
A detailed description of all of the District’s assessments, fees and charges, as well as copies of the Engineer’s Report, Assessment Report, and other District records described herein, may be obtained from the registered agent of the District as designated to the Florida Department of Commerce in accordance with Section 189.014, Florida Statutes, or by contacting the District’s Manager, c/o Special District Services, Inc., 2501A Burns Road, Palm Beach Gardens, Florida 33410. Please note that changes to the District’s capital improvement plans and financing plans may affect the information contained herein and all such information is subject to change at any time and without further notice.

[THIS SPACE INTENTIONALLY LEFT BLANK]

IN WITNESS WHEREOF, the foregoing Disclosure of Public Finance has been executed to be effective as of the date of closing on the District’s 2025 Bonds.

WITNESS

By: 	 Name: 	 Address:
24311 Walden Center Drive, Suite 300 Bonita Springs, Florida 34134

By: 	 Printed Name: 	 Address
24311 Walden Center Drive, Suite 300 Bonita Springs, Florida 34134

STATE OF FLORIDA COUNTY OF LEE

VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT

By: 	 Name: 	 Title: 	 Address: 2501A Burns Road
Palm Beach Gardens, Florida 33410

The foregoing instrument was acknowledged before me by means of  physical presence or 
online	notarization,	this	9th	day	of	March,	2026,	by		,	as
	of VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT, who appeared
before  me  this  day  in  person,  and  who  is  either  personally  known  to  me,  or  produced
	as identification.

NOTARY PUBLIC, STATE OF 	

(NOTARY SEAL)

Name:	 (Name of Notary Public, Printed, Stamped or Typed as Commissioned)

EXHIBIT A: Legal Description

EXHIBIT A

LEGAL DESCRIPTION OF THE PROPERTY

COivfMENCE AT THE SOUTHWEST CORNER OF SECTION 20, TOWNSHlP 47 SO TH, RANGE 26 EAST, LEE COUNTY, FLORIDA� THE CE N.01°05'35"W., ALONG AN AGREED UPO LINE AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 2061, PAGE 31 7, PUBLIC RE ORDS OF LEE COUNTY FLORIDA, A DISTANCE OF 348 I.93 FEET THENCE •.88°54'5l ''E. A DISTANCE OF 117.31 FEET; THENCE S.67°05'30"E. A DISTANCE OF 3.47 FEET TO THE POINT OF BEGINNING, SAID POR-fT LYING ON A CURVE TO THE RIGHT, HAVI G A RADWS OF
188.74 FEET AND A CHORD WHICH BEARS	.36°l6'09"E. 177.35 FEET· THENCE NORTHEASTERLY ALO G THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 56°02'44"., A DISTANCE OF 184.62 FEET TO THE BEG1NN1NG OF A NON-TANGENT CURVE TO THE LEFT HAVING A RAD	S OF 354.90 FEET, A CHORD WIDCH BEARS N.36°08'05"E. 272.27 FEET, AND A CENTRAL ANGLE OF 4:5°06'441''; TIIB CE	 ORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 279.44 FEET TO THE BEGrNNlNG OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADTIJS OF 53.3-9 FEET, A CHORD \VHJCH BEARS N.36°46'47"E. 66.45 FEET, AND A CE TRAL ANGLE OF 76°57'48"; THE CE NORTHEASTERLY ALONG THE A.RC OF SAID CURVE, A DI TANCE 0:F 71.72 FEE	O	HE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT HAYl GA RADI S OF 91.67 FEET, A CHORD WHICH BEARS .75°39'40"E .. 87.85 FEET,.AND A CENTRAL ANGLE OF 57°15;38''; THE CE EASTERLY ALONG THE ARC OF 'AID CURVE, A DISTANCE OF 9l..62 FEET TO THE BEGINNING OF A ON-TANGENT CURVE TO THE RIGHT HAV	GA RADTTJS OF 295.10 FEET, A CHORD WHICH BEARS S.36°01'45"E. 5J.96 FEET, AND A CENTRAL ANGLE OF 10°29'30''; THENCE SOlJTHEASTERLY ALONG THE ARC OF SAID CURVE, A DfST.ANCE OF 54.04 FEET TO THE BEGJNN]NG OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIDS OF 87.24 FEET, A CHORD WHICH BEARS S.63°20'22"E. 58.66 FEET,		A CENTRAL ANGLE O• 39°'17'19"; THENCE SOUTHEASTERLY ALONG 11:IB ARC OF AID CURVE, A DISTANCE OF 59.82 FEET
0 THE BEGJNNING OF A	O -TANGENT CURVE TO THE RIGHT HAVING A RADlOS OF
12&.93 FEET, A CHORD WHICH BEARS S.47'l43'13"E. 103.18 FEET, AND A CENTRAL ANGLE OF
47°10'24''; THENCE SOUTIIEASTERLY ALONG THE ARC OF SAID CURVE, A DlSTANCE OF I 06..L5 FEET TO THE POI T OF COMPOUND CURVATURE Of A CURVE TO TIIB RIGHT HAVING A RADI S OF 65.00 FEE , A CHORD WHICH BEARS S.07°48'06"W. 68.76 FEET, AND A CENTRAL ANGLE OF 63°52'13"; TIIBNCE OUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 72.46 FEET; THENCE N.86°37'0S"E., A DISTANCE OF 67..35 FEET; THENCE
N.5l006'02"E., A DISTANCE OI• 71.29 FEET TO TIIE BBGINNlNG OF ANO -TANGENT CURVE TO nm LEFT HAVING A RADIUS OF 101 l.2] FEET, A CHORD WHICH BEARS N.40°34'29"W.
59.12 FEET, AND A CENTRAL ANGLE OF 031)21'02"; 11IENCE ORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 59.13 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE TO THE RIGHT HAV G , RADIUS OF 50.00 FEET, A CHORD WHICH BEARS N.21°0I'12"E. 89.31 FEET, AND A CENTRAL ANGLE OF 126°32'24"; THENCE NORTHERLY ALO G THE ARC OF SAID CURVE, A DISTANCE OF 1l 0.43 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE TO THE LEFT HAVING A RADIU OF 205.00 FEET, A CHORD WHICH BEARS N.24°37'34"E. 353.86 FEET, AND A CENTRAL ANGLE OF 119°19'40"; THENCE
ORTHEASTERLY ALONG nm ARC OF SAID CURVE, A DISTANCE OF 426.95 FEET; THENCE
.35°02'16"W., A DISTANCE OF 56.71 FEET; 1HENCE r .5Y'00'49"W.,. A DIS :A.NCE OF 82.95 FEET; THENCE N.23°47'24"E., A mSTANCE OF 111.94 FEET;. THENCE N..6J,036'46"W., A

DISTANCE OF 34.59 FEET; THE CE	68°08'59"W., A DISTANCE OF 50.77,	ET; THE  CE
N.5 lQ2l'2T'W., A DISTANCE OF 42.38 FEET; THENCE N.55°09'39"W., A D{ST		CE Of' 28.55 FEET; THENCE N.39°16'5l"W., A DISTANCE OF 19.17 FEET; THENCE N.18"ll'00"W., A DISTANCE OF 235.59 FEET; THENCE N.3l059'17"W., A DIST	 CE OF 4U8 FEET; THE C. N.45"08'35"W., A DISTP-NCE OF 80.13 FEET; THENCE N.51°52'4l.''W., A DISTANCE OF 244.65 FEET; THENCE N.62°47'08"W., A DISTANCE OF 32.93 FEET; THE CE N.54"54'2l"W., A DlSTANCE OF 39.01 FEET; THE CE N.55°04'20"\V., A DISTANCE OF 71.87 FEET;	HE CE N.57°57''04''W., A DISTANCE OF 31.70 FEET; THENCE•		.44°02'1l"W., A DISTANCE OF 36.73 FEET; THE CE	.14°03'07"\V., A DISTANCE OF 54.60 FEET; THENCE N.00°3S'S6"E., A DISTANCE OF 139.24 FEET; THENCE N.04°38'16"E,,	DIST.	CE OF 82.92 FEET; THENCE N.88°03'57"E., A DISTANCE OF 87.67 FEET; THENCE N.03°15'43"E., A DIST.	CE OF 772.89 FEET TO THE POil'-J'T OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADfU 0
132.00 FEET, A CHORD WHICH BEARS N.07°37'09"8, 20,06 FEET, AND A CE	RAL ANGLE OF
08°42'52';; THE CE	ORTIIERLY ALONG THE ARC OF SAID CUR.VE, A DISTANCE OF 20.08 FEET; THENCE	.1 l058'SW'E.., A DISTANC OF 587.10 FEET TO TI	POINT OF CURVATURE OF CURVE TO THE LEFT HAVlliG A RADTIJS OF 747.00 FEET, A CHORD WHICH BEARS N.02"22'46;'E. 249.24 FEET, A.ND A CENTRAL ANGLE OF 19°12'25"; THENCE NORTHERLY ALONG THE ARC OF SAID CUR ·, A DISTANCE OF 250.41 FEET; THENCE N.07°13'27"W:, A DISTANCE OF 7l.29 FEET TO THE POINT OF CURVATURE Of A CURVE TO THE RIGHT HAVING A RADIUS OF 50..00 FEET, A CHO.RD WHICH BEARS N.43°57'59"E. 77.92 FEET,.AND A CENTRAL ANGLE OF 102°22'52"; THE CE NORTHEASTERLY ALONG THE ARC OF SAJD CURVE, A DfST		CE OF 89.34 FEET; THENCE N.38°37'27"W., A DISTANCE OF 60.72 FEET; THENCE N.06°25'15"W., A DISTANCE OF 81.20 FEET; THENCE N.20°29'27"E., A DISTANCE OF
69.87 FEET; THENCE N.41°23'56;,E., A DISTANCE OF 66.92 FEET; THENCE .S0°43'14"E., A DISTANCE OF 76.86 FEET; THENCE N.54°15'05"E., A D[STA CE OF 67.66 FEET; THENCE N.76°53'55"E., A IDISTANCE OF 60.07 FEET; THENCE S.80°13'08"E., A DISTANCE OF 64.]l FEET; THENCE S.73"38'18"E., A DISTANCE OF 77.12 FEET; THENCE S.71°0l'47"E., A DISTANCE OF
66.80 FEET; THENCE .82°59'27" ., A DISTANCE OF 74.57 FEET; THENCE S.87°23'42"E., A DISTANCE OF 8lJ3 FEET; THE CE N.84°21'28"E., A DIST. CE OF 145.16 FEET; TIIENCE N.81° l3'46"E., A DISTANCE OF 82.22 FEET; T NCE S.89°56'14"E., A DISTANCE OF 81.25 FEET; THENCE S.87°08'S0"E., A DISTANCE OF 74.1 l FEET; THENCE S.8S002'34"E,, A DISTANCE OF
126.84 FEET; THENCE S.70°34'L2"E., A DISTANCE OF 103.34 FEET; THENCE S.31Q58'03"E., A DISTANCE Of 52.40 FEET;. THENCE	.59°20'36"E.,. A DISTANCE OF L75.0l FEET; THENCE N.89°23'2l"E., A DISTANCE OF 743.60 FEET TO THE POINT Of CURVATURE OF A CURVE TO T • RIGHT HAVING A RADITJS OF 300.00 FEET, A CHORD WHICH BEARS S.51°33'26"E, 378.03 FEET, AND A CENTRAL	GLE OF 78°062.5"; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 408.97 FEET; THENCE S.12°30'14"E., A DfSTANCE OF 155.57 FEET TO TI-IE POINT OF CURVATURE OF A CURVE TO TIIB LEFT HAVlliG A :RADIUS OF 1780.00 FE.ET, A CHORD WHICH BEARS S.18°16'26"E. 357.91 FEE1', AND A CENTRAL ANGLE Of U 032'25"•; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, A DIST.	CE OF 358.52 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET, A CHORD WHICH BEARS S.20°13'17"W. 69.80 FEET, AND A CENTRAL ANGLE OF 88°31'51"; THENCE SOUTHERLY ALONG TilE AR.C OF SAID CURVE, A DISTANCE OF 77.26 FEET; THENCE S.64°29'l2"W., A DISTANCE OF 86.85 FEET; THENCE S.44°17'49"6., A DISTANCE OF 3.36 FEET; THENCE S.20°1J'08"E., A DISTANCE OF 17.33 FEET; THENCE S..Ll"24'12''E.,.A DISTANCE OF 16.18 FEET; THE CE S.05°32'45"E.,. A DISTANCE OF 21.68 FEET; . THE CE S.08°50'36"W., A rnSTANCE OF 14.74 FEET; THENCE S.22°08'57"W.,	DISTANCE OF

14.88 FEE ; THENCE S. 4°07'27"W., A DISTANCE Of 18.95 FEET; THENCE S.i7°55'03"W., A DISTAN E OF 17.11 FEET; THE CE S.16°32157"W., DISTANCE Of 15.97 FEET; THENCE S.06°(19'39"W., A DISTANCE OF 14.90 FEET; THE CE S.15"10'09''W., A DIS J\NCE OF 25.41 :FEET; THENCE S.28°02'03"W., A DISTANCE OF 30.15 FEET; THENCE S.33°42'53"W., A DlSTANCE OF
17.39 FEET; THE CE S.36°49'25;,W., A DI i\NCE OF 12.'65 FEET; THENCE S.39"41'32''W.,. A DISTANCE OF 10.87 FEET; THENCE S.47°36'28"W., A DISTANCE OF 8.10 FEET; THE CE S.53°'28'3S"W., A DISTANCE OF 9.54 FEET; THENCE S.55°33'39"W., A DISTANCE OF 12.38 FEET; THENCE S.54°18'37"W., A DISTANCE OF 18.20 FEET; THENCE S.S6°23'55"W., A DISI  CE0
11.07 FEET; THENCE S.63°29'55"W., A DISTANCE OF 12.98 FEET; THENCE	.73°33'46'W., A DISTANCE OF 6.83 FEET; THENCE S.87°27'10"W., A DISTANCE OF 11.31 FE T; THE CE N.81°17'17"W., A DISTANCE OF 12.12 FEET; THENCE N.77°13'46"W., A DIST	CE OF 12.35 FE T; THENCE	.74°31'40''W., A DIST:	CE OF 14.35 FEET; THENCE N.72°49'30"W., A DISTANCE OF 11.50 FE T; THENCE	.76°56'05"\V., A DISTANCE OF 14.52 FE T; THENCE N.87°12'21"'W., A DISTANCE OF 16.18 FEET; TIIBNCE S.70"32'5l''W., A DISTANCE OF n.75 FEET; TI-IBNCE S.62°24'17''W., A DISTANCE OF 61.07 FEET; THENCE S.44°43'33"W.,. A DISTANCE OF 71.91 FEET; TIIENCE S.44°53'41 "W., A DISTANCE OF 8.58 FEET; THENCE S.S1°19-'38"W., A DISTANCE OF 10.32 FEET; THENCE S.52°06'53"W, A DISTANCE OF 5.93 FEET; HENCE S.13°56'59'1:.., AD ST	CE OF 25.08 FEET; THENCE S.49°2&'04"E., A DIST.	CE OF
70.91 FEET O THE POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A RADIUS OF
56.00 FEET, A CHORD WHICH BEARS S.67°33'1l "E. 34..77 FEET, AND A CE TRAL ANGLE OF
36°l0'l3'i; THENCE EASTERLY  O G THB ARC OF SAID CURVE, A DISTANCE OF 35.35 FEET; THENCE S.85°38'18"E., A DISTANCE OF 166.50 FE T; THENCE S.78°00'59 'E., A DISTANCE OF 118.44 FEET; T.HE CE S.60°42t47"E.,. A DISTANCE OF 21.02 FEET; THE CE S.45°21'29'"E., A DISTANCE OF 15,64 FEE'f; THENCE S.34"43'3011E., A DISTANCE OF 31.53 FEET TO THE BEGINNING OF A NON�TANGENT CURVE TO THE LEFT HAVING A RADlUS OF 56.00 FEET, A CHORD WHICH BEARS S.49°26'56''E. 57.45 FEET, ANID A CENTRAL GLE OF 61Q43'Jl"'; THENCE SOUTIIEASTERLY ALONG THE ARC OF SAID CURVE, A DlS'I  CE OF
60.32 FEET; THENCE S.80°18'3 l "E., A DISTANCE OF 18.69 F ET; TIIE CE S.8 l028'30"E., A DIST.  CE OF 25.59 FEET; THENCE S.79°2l'40"E., A DrSTANCE OF 6.70 FEET; THENCE
.36"23'57"E.,ADISTANCE OF 17.08 FEET; THENCE N.06°47'29''W.,ADISTANCE OF 33.00 FEET; HENCE N.62°35'52"E., A DISTANCE Of 23.79 FEET; THENCE .20°17'5S"E., A DISTANCE OF
13.95 FEET; THENCE N.26°49'20''E., A DISTANCE Of 37.93 FEET; THE CE N.50°39'16"E.,. A DISTANCE OF 35.17 FEET; THENCE .53°14'39"E., A DISTANCE OF 13.24 FEET; rnENCE S.78°23'3S"E., AD ST CE OF 15.89 FEET; THE CE N.78°15'18'"E., A DISTANCE OF 21.37 FEET; THENCE  51°25'll"E., A DISTANCE OF 7.00 FEET; THENCE N.22°11'17"E.., A DISTANCE OF
25.51 FEET; THENCE N.57"28'44"W., A DISTANCE OF 30..70 FEET; THENCE .l8°'25'12''E., A DISTANCE OF 15.89 FEET; THENCE N.33°59'59''E. A DISTANCE OF 21.0•8 FEET, THENCE S.8,7°49'13"E., A DIS"TANCE OF 28J.O FEET; THENCE .74°03'58"E., A DIST CE OF 33.30 FEET; THENCE S.53°04'33"E., A DISTANCE OF 116.76 FEET; THENCE S.77°34'30" ., A DISTANCE OF
45.16 FEET; THE CE .00°39' l"W., A DISTANCE OF 103.97 FEET; THENCE S.03°4107"E., A DISTANCE OF 76.45 FEET; THENCE S.J3°41'30"W., A DIST CE OF 29..85 FEET; THE CE S.l8°25'27''W.,ADIST. CE OF 32.68 FEET; THENCE S.30°43'29''W., A DISTANCE OF 13.31 FEET; THENCE S.47°11'30"B.,. A DISTANCE OF 2.52 FEET; THENCE .44°44'38"E., A DISTANCE OF
21.73 FEET; THENCE S.70°15'30"£.,ADIST. CE OF 59.55 FEETTO TI-IB POINT OF CUR.VATIJRE OF A CURVB.TO THE RIGHT .HAVIN'G A RADWS OF S0.0O FEE1: A CHORD WHICH BEARS S.38°56'19"E. 51.98. FEET, AND A CENTRAL ANGLE OF 62"38'21"; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 54..66 FEET; THENCE S.07°37'09"'E., A

DISTANCE OF 350.03 FEET; THENCE S.00°02'49"E., A DISTANCE OF 97.01 FEET; THE CE S.85°02'25"E., A DISTANCE OF 156.67 FEET; THENCE S.O l 044' l2"W., A DISTANCE OF 28.80 FEET; THENCE SJ2°45'57"E., A DISTANCE OF 95.55 FEET; THE CE N.89°16'24"E., A DISTANC OF 143.19 FEET; THENCE N.00°02'49'1W., A DfS :ANCE OF 225.24 FEET; THENCE 1.11"17'22"W., A DJST.ANCE OF 51.51 FEET; THENCE S.89°57'29"E., A DISTANCE OF 126.73 FEET; THENCE N.59°0l'Sl"W., A DrSTANCE OF 28.48 FEET; THENCE		.59°56'54"W.., A DISTANCE OF 39.60 FEET; THENCE N.57°37'07"W., A DISTANCE OF 40.42 FEET; THE CE N..08°01'39"\V. A DIS	CE OP 39.39 FEET; THE C • N.09°] l'02"W., A DISTANCE Of 64.39 .FEET; TIIENCE N.07°07'29''W., A DIST.	CE Of 65.S.7 FEET; THENCE N.08° 7'20''W., A DISTANCE OF 37.39 FEET; THE CE N..02°49'10"W., A DISTANCE OF 69.55 FEET; THE CE N.08°08'23"\V., A DISTANCE OP 326.65 FEET; THENCE N.07°20'5l"E., A DISTANCE OP 24.54 FEET; THENCE N.IS043'57uE., A DISTANCE OF 31.58 FEE'I; '!HENCE N.29°31'03"£., A DISTANCE OF 155.37 FEET; THENCE N.3 l000'38"W., A DISTANCE OF 84.41 FEET; THE CE			.06°34'28"W., A DISTANCE OF 28.13 FEET� TIIBNCE	.00°06'28"E., A DISTANCE OF 39.22 FEET; THENCE NJ6°10'37"W., A DI TANCE OF 42.90 FEET; THE CE N.30°06'SS"W., A D1STANCE OF 32.87 FEET; THE CE N.33°04'26"W., A DISTANCE OF 22.15 FEET; THE CE			 .27°04'06"\V., A DISTANCE OF ]6.43 FEET; THENCE N.23°05'49"W., A DISTANCE OF 21.67 FEET; THENCE N.24?55'42''W., A DISTANCE OF 41.80 FEET; THENCE N.21°S0'l9"W., A DISTANCE OF 28.65 FEET; Tl	CE	.l7°51.'l'9·"W., A DISTANC• Of 33.13 fEET; THENCE		·.14°16'31"W., A DISTANCE OF 22.95 FEET; THENCE N.13° 3'26"W.,	DISTANCE OF 65.06 FEET; THENCE N.04°08'29"E., A DISTANCE OF 12.01 FEET; THENCE N.l5°04'43"E., A D1 T	CE OF 49.35 F ET; THE CE N.02°05'42"E., A DIST	CE OF 43.88 FEET; THENCE N.07°59'38"W., A DISTANCE OF
44.05 FEET; THENCE	.l4°26'05"W.,	Dl TANCE OF 42.83 FEET; THENCE N.16°43'10"W., A DISTANCE OF 75.79 FEET; THENCE N.21°59'28'1W. A DIST.•	CE OF 228.97 FEET; THENC
.16°17'19"W., A DISTANCE OF 51.30 FEET;. THENCE N.21°42'19"W., A DISTANCE OF 45.09 FEET; THENCE N.20°20'57"W., A DISTANCE OF 22.39 FEET; THENCE N. l5°08'S5"W., A DISTANCE OF 17.84 FEET; THENCE N.20°57'05"W., A DIST  CE Of 27.42 FEET; THENCE
.26°36'49"W., A DISTANCE OF 20.65 FEET; THENCE .27°"22'24"W., A DISTANCE OF 24.38 FEET; TIIENCE N.20°58,'03"W., A DISTANCE OF 19.07 FEET; TI-IBNCE N.12°2.5'00''W. A DISTANCE OF 52.63 FEET; THENCE N.18?37;33';W., A DISTANCE OF 51.06 FEET; THE C
.18°04'04"\Y., A DISTANCE OF 38.53 FEET; THENCE .06°52'08"W., A DISTANCE OF 27.52 FEET; TI-JENCE  .04°33'16"W., A DlSTANCB OF 46.16 FEET; THENCE N.16°1l'08"W., A DI TANCE OF 44.26 FE T; THENCE N.34°24;27"W., A DISTANCE OF 42.67 FEET; THENC
.40°09'45"W., A D1S1'ANCE OF 35.22 FEET; THE CE N.40°01'42"\V., A DISTANCE OF 31.79 FEET; THENCE N.39°47'3l''W., A DISTANCE OF 23.05 FEET; THENCE N.40°58'l0''W., A DISTANCE OF 136.6{i FEET; THENCE N.07°H '03"W., A DCSTANCE OF 31.42 FEET; THENCE N.04°54'54"E., AD1STANCB OF 31.26 FEET; THENCE NJ1 <ll1'45"E., A DISTANCE OF 50.33 FEET; THENCE N.34°14'S3uB., A DI T  CE OF 61.74 FEET; THENCE N.42°441U11'E., A DIST  CE Of
83.05 FEET; THENCE N.61°34'40''E., A DISTANCE OF 61.30 FEET; THENCE .62°48'42"E., A DIST CE OF 86.02 FEET; THENCE N.45°54'32"E., A DISTANCE OF 45.76 FEET; THENCE N.29°49'43"E., A DISTANCE OF 48.51 FEET; THE CE N.25°30'04"E., A DISTANCE OF 72.06 FEET; THENCE N.19"29'1.Ji'B.,. A DISTANCE OF 93.40 FEET; THENCE .20°39'16"E., A DISTANCE OF
59.71 FEET; THE CE N.15°48'00"E., A DISTANC OF 68.61 FEET; THENCE .07°05'40"E., A DIST. CE OF 94.79 FEET; THENCE N.14°27'48"£.,. A DISTANCE OF 76.73 FEET; THENCE N.41°l3'24"E., A DISTANCE OF l30.21 FEET; THENCE N.45°22'02''E., A DISTANCE OF 145.44 FEET; THENCE .4S002'07"E., A DrSTANCE OF 77,05 FEET; THENCE N.52°58'16"E., A DISTANCE OF l l l.78 FEET; THENCE N.58°29'42"E., A DJSTANCE OF l 05,05 FEET; THENCE N.48° l 7'04"E., A

DISTANCE OF 150.9l FEET; THENCE N.3I051'47"E., A DIST CE OF 62.30 FEET; THENCE N.23°09'22"E. A DIST CE OF 64!.87 FEET; THENCE .07°36'36''E., A DISTANCE OF 49..57 F ·ET; THENCE N.13°40'15"W., A DISTANCE OF 54.92 FEET; TI-IBNCE N.20°47'17"W., A DISTANC OF
53.81 FEET: THENCE .23°01'5611W., A DISTANCE OF 95.21 FEET; THENCE N.28°41'25"W., A DISTANCE OF 1]4.55 FEET; THENCE N.43°36'00"\V., A DIST. CE OF 60.71 FEET; THENCE CONTJNUE NORTHWESTERLY ALO G SAID LINE, A DISTANCE OF 60.70 FEET; THENCE
.49°16'23"W., A DIST,	CE OF 55.59 FEET; TIIE CE N.58°33'02"\Y.,	DIS'[	CE OF 54.33 FEET; THENCE	r.65°06'11••w., A DISTANCE	OF	26.87	FEET; THENCE		CONTINUE ORTHWESTERLY ALONG SAID LINE, A DISTANCE OF 26.87 FEET; THENCE .69°4 l'l0"W., A
DIST CE OF 24.45 FEET; THE CE CONTINUE WESTERLY ALONG SAID LINE, A DISTANCE OF 24.45 FEET; THENCE .78°14'14"W., A DISTANCE OF 21.02 FEET; THENCE .8l019'4l"W., A DISTANC OF 48.77 FEET; THENCE N.87°16'40"W., A DISTANCE OF 69.86 FEET; THENCE S.85°57'29'' ., A DISTANCE OF 82.80 FEET; THENCE S.85°25'10"W., A DIS  CE OF 532.l7 FEET; HENCE .78°42'35"W, A DI TANCB OF 119.59 FEET; THENCE N.73°40'49'''W., A DISTANCE OF %.77 FEET; THENCE .51°58'40"W., A DISTANCE OF 43.89 FEET; HENCE N.38°57'19"W., A DIS'D\NCE OF 142.27 FEET; THENCE ·.28°29'43"W., A DISTANCE OF 39,73 FEET; THE CE N.24°04'30"\V., A 01ST CE OF 56.64 FEET; THE CE CONTINUE NORTHWESTERLY ALO G SAID LINE, A DISTANCE OF 32.54 FEET; Il!ENCE .29°18'20'1W., A DISTANCE OF 44.85 FEET; THENCE N.38°34'27"W., A DISTANCE OF 34.65 FEET; TIIE CE N.45°18'23"W., A DISTANCE OF 23.13 FEET; THENCE .50°36'54"W., A DISTANCE OF 22.44 FEET; THENCE .55°20'24"W., A DISTANCE OF 18.12 FEET; THENCE N.60°42'13"W., A DISTANCE OF 27.91 FEET; THE CE N.65°50'38''W., A DISTANCE OF 16.21 FEET; THENCE N.71°16'25"W., A DISTANCE OF 30.40 FEET; THENCE .77°50'45"W., A DfSTANCE OF 26.01 FEET; THENCE N.83"13'00"W., A D STANCE Of 20.09 FEET; THE CE N.88°11'32"W., A DISTANCE OF 22.62 FEET; THENCE S.8.9°11'45"W., A DISTANCE OF 89.42 FEE ; THENCE S.89°l0'2311W, A DlSTANCE OF 65.20 FEET; THENCE S.89°10'08"W., A DISTANCE OF ll4.80 FEET; THENCE S.89°11'02"W, A DISTANCE OF ]09.70 FEET; THENCE N.84°22'18"\V., A DISTANCE OF 28.97 FEET; THENCE N.74°Sl152"W., A DISTANCE OF 34.59 FEET; THENCE N.60°35'14"W., A DISTANCE OF 111.42 FEET; THENCE N.11°H'L8"W., A D1STA CE OF 30.61 FEET; THENCE N.17°25'29"W., A DISTANCE OF 13.23 FEET; HENCE .21°34'52"E., A DISTANCE OF 27.20 FEET; THENCE N.20°08'26"E., A DISTANCE OF 29.1& FEET; THENCE N.22°42'58'"E., A DISTANCE OF 29.56 FEET; THENCE N.11°36'31''E., A DISTANCE OF 25.40 FEET; THENCE  .24°10'14"E.,  DIST.  CE OF 22.68 FEET; THENCE N.28°38'37"E., A DISTANCE OF
25.35 FEET; THENCE  .25°55'll"E., A DISTANCE OF 26.12 FEET; THENCE  .18°24'14''£.., A
DlST	CE OF 51.19 FEET; THENCE N.09°08'13"E., A DIST.	CE OF 45.21 FEET; THENCE
.03"06'58"E., A DIST. CE OF 39.l 7 FEET; THENCE N.04°51'46"W., A DISTANCE OF 66.75 FEET; THENCE	.14°54'47"W, A DISTANCE OF 43.86 FEET; FEET TO THE 1NTERSECTION WITH THE ORTH LINE OF THE	ORTHEAST l/4 OF SECTIO	17,. TOWNSHIP 47 SOUTH RANGE 26 EAST, L E CO	TY, FLORIDA; THENCE N.87°3l'48''B., ALONG SAID NORTH LINE, A DIST-	CE OF 2444.99 FEET TO THE ORTHEAST CORNER THEREOF; THENCE S.04°58'39''E., ALONG THE EAST LJNE OF SAID NORTHEAST U4, A DISTANCE OF 2688.80 FEET TO THE SOUTHEAST CORNER THEREOF; THE CB S.04°58'06"E,, ALONG THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 17, A DISTANCE OF 2688.81 FEET TO THE OUTHEAST CORNER THEREOF; THE- CE S.03°47'4J"E., ALONG THE EAST LINE OF THE ORTHEAST 1/4 Of SAID SECTION 20, A DISTANCE OF 2684.40 FEET 'fO THE SOUTHEAST CORNER THEREOF; THENCE S.03°47'39"E., ALONG THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 20, A DISTANCE OF 2684.72 FEET TO TI:lE SOUTHEAST CORNER THEREOF;

RESOLUTION 2026-02

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT ADOPTING THE OMNIBUS ADDENDUM TO SERIES 2025 BOND DOCUMENTS; PROVIDING FOR CONFLICTS, SEVERABILITY AND AN EFFECTIVE DATE.

WHEREAS, the Vivid Shores 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 District was created for the purpose of delivering certain community development services and facilities that have been further described in the District’s improvement plan, and to finance such improvements through the issuance of bonds and notes, which bonds will be repaid by the imposition of special assessments on benefitted property within the District and any additional revenue sources permitted by Florida law; and
WHEREAS, the District authorized the issuance and sale of its $16,765,000 Special Assessment Bonds, Series 2025 (the "2025 Bonds") to pay all or a part of the costs of the design, permitting, acquisition, construction and installation of certain improvements and facilities all as permitted by Chapter 190, Florida Statutes; and

WHEREAS, the District previously adopted the Master Engineer’s Report dated September 2025, as supplemented by the Phase 1 Engineer’s Report dated September 2025 (“Engineer’s Report”), which describes the scope of the District improvements eligible for acquisition by the District and funded by the proceeds of the 2025 Bonds (the “2025 Project”); and
WHEREAS, upon provision of an amendment to the Engineer’s Report clarifying the scope of eligible public improvements comprising the 2025 Project, the District desires to adopt the Omnibus Addendum to Series 2025 Bond Documents to reflect the amended scope of the 2025 Project; and

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

SECTION 1. The recitals as stated above are true and correct and by this reference are incorporated into and form a material part of this Resolution.
SECTION 2. The Board hereby approves the execution of the Omnibus Addendum to Series 2025 Bond Documents in the form attached hereto and made a part hereof as Exhibit A.
SECTION 3. This Resolution is intended to supplement Resolution 2025-40, which remain in full force and effect. This Resolution and Resolution 2025-40shall be construed to the

maximum extent possible to give full force and effect to the provisions of each resolution. All District resolutions or parts thereof in actual conflict with this Resolution are, to the extent of such conflict, superseded and repealed.
SECTION 4. If any section or part of a section of this resolution be declared invalid or unconstitutional, the validity, force and effect of any other section or part of a section of this resolution shall not thereby be affected or impaired unless it clearly appears that such other section or part of a section of this resolution is wholly or necessarily dependent upon the section or part of a section so held to be invalid or unconstitutional.

SECTION 5. This Resolution shall become effective upon its adoption.
PASSED AND ADOPTED this 9th day of March, 2026.

ATTEST:	VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT

Secretary / Assistant Secretary	Chairperson, Board of Supervisors

Exhibit A:	Omnibus Addendum to Series 2025 Bond Documents

Exhibit A

VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT OMNIBUS ADDENDUM TO SERIES 2025 BOND DOCUMENTS
[SERIES 2025 PROJECT]

VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT OMNIBUS ADDENDUM TO SERIES 2025 BOND DOCUMENTS
[SERIES 2025 PROJECT]

The Vivid Shores Community Development District (“District”) is a local unit of special-purpose government created and existing pursuant to Chapter 190, Florida Statutes. On December 18, 2025, the District closed on the sale of its $16,765,000.00 Special Assessment Bonds, Series 2025 (“2025 Bonds”)
This “Omnibus Addendum” is intended to supplement all documents relating to the use of the proceeds of the 2025 Bonds, which include, among others:

Acquisition Agreement by and between the District and Pulte Home Company, LLC, dated September 18, 2025and
District Resolution 2025-40, relating to the levy of special assessments; and
And all other documents relating in any way to the use of the proceeds of the District’s 2025 Bonds.

The 2025 Bonds are intended to finance a portion of Phase 1 of the District’s capital improvement program (the “2025 Project”). Subsequent to the issuance of the Series Bonds, the District Engineer issued an amendment to the Master Engineering Report and Phase 1 Engineering Report for Vivid Shores as attached hereto and made a part hereof as Exhibit A clarifying that the water and wastewater infrastructure is not included in the Vivid Shores Capital Improvement Plan and not eligible for inclusion in the 2025 Project. Pursuant to Resolution 2026-02, the District’s Board of Supervisors authorized adoption of this Omnibus Addendum to the various documents relating to the Series 2025 Project.

Accordingly, it is hereby declared and agreed to by all parties that all of the resolutions, reports, certificates, declarations, agreements, notices, disclosures, and documents of any kind relating to the 2025 Project are hereby amended to incorporate the scope of the Series 2025 Project as set forth in Exhibit A. All documents referenced herein are on file and available for review at the District Manager’s Office, c/o Special District Services, Inc., 2501A Burns Road, Palm Beach Gardens, Florida 33410, (561) 630-4922.

[REMAINDER OF PAGE INTENTIONALLY LEFT BLANK]

WHEREFORE, the part(ies) below execute the above Omnibus Addendum.

WITNESS

By: 	 Printed Name: 	 Address

24311 Walden Center Drive, Suite 300 Bonita Springs, Florida 34134

By: 	 Printed Name: 	 Address
24311 Walden Center Drive, Suite 300 Bonita Springs, Florida 34134

VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT

By: 			 Printed Name: 		 Title: 	 Address: 2501A Burns Road
Palm Beach Gardens, Florida 33410

STATE OF FLORIDA COUNTY OF 	
The foregoing instrument was acknowledged before me by means of ▢ physical presence or ▢ online notarization, this 	day of 	, 2026, by 	, as
	 of VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT, who
appeared before me this day in person, and who is either personally known to me, or produced
	as identification.

(NOTARY SEAL)

NOTARY PUBLIC, STATE OF FLORIDA

Name:	 (Name of Notary Public, Printed, Stamped or Typed as Commissioned)

WITNESS

By: 	 Name: 	 Address:
24311 Walden Center Drive, Suite 300 Bonita Springs, Florida 34134

By: 	 Name: 	 Address:
24311 Walden Center Drive, Suite 300 Bonita Springs, Florida 34134

PULTE HOME COMPANY, LLC

By: 	 Name: 	 Title: 	 Address:
24311 Walden Center Drive, Suite 300 Bonita Springs, Florida 34134

STATE OF 	
COUNTY OF 	

The foregoing instrument was acknowledged before me by means of  physical presence or 
online	notarization,  this		 day	of  March,	2026	by		,  as
	 of PULTE HOME COMPANY, LLC, who appeared before me this day in person, and who is either personally known to me, or produced 	 as identification.

(NOTARY SEAL)		
NOTARY PUBLIC, STATE OF 	

Name: 	 (Name of Notary Public, Printed, Stamped or Typed as Commissioned)

Exhibit A:	Vivid Shores Community Development District Engineering Report Amendment

Exhibit A

·.'\ATWELL
CONSULTING. ENGINEERING. CONSTRUCTION.

Mal'Ch 6. 2026

V!ivid Shores Community Development District c/o Michelle K�izen, District Manager Riverview Suites
27499 Riverview Center Blvd #453 Bonlla Springs, Florida 34134

Vivid Shores Community Development Distri.ct Engineering Re,port Amendment

Dear Mrs. Kriz.en:

This !alter shall serve as an amendment to �he Master Engineering Report and Phase 1 Enginee�ing Report for Vivid Shores.

The pu�pose of this amendment is to clarify thaUhe Water and Wastewater lnfrastructu� is not included in �he Vivid Shores Capital Improvement Plan. Bonita Sp.rings UfiHties is a p�ivate umity company and, therefo:re, the wateir and wastewater infrastructure 1is not eiligible for inclusion within �he Community Development District Capital Improvement Plan.

Aocordingly, the oostestimate tables induded in the Master Capital Improvement Plan and the Phase 1 Capital Improvement Plan have been irevlsed to remove all costs asscmiated with water and wastewater infrastructure.

TABLE 1: MAST1ER CIP COST EST!IMATE

PROPOSED FACILITIES & ESTl'MATED COSTS CHART	
Improvement	Estimated Cost	Financing Entity	Operation & Maintenance
Entity	
Internal Roadways	Not Included in CIP	Developer	HOA	
Earthwork for Stonmwater Management	$22,400,000.00	Developer/COD	CDD	
Stormwate1r Management Systems	$ 6,805,000	Developer/COD	CDD	
Potable Water Systems	Not lnoluded in CIP	Developer	BSU	
Sanitary S.ewer Systems	Not lnoluded in CIP	Developer	BSU	
Perimeter Walls	$	885,000.00	Developer/CDD	GDD	
Perimeter Landscaping	$	832,000.00	Developer/COD	CDD	
On-Site Welland Conservation	$ 1,112.,000.00	CDD	CDD	
OH-Site Improvements	$14,320,000.00	COD	City	
Professional Services & Perm1it Fees	$ 4,080,000.00	CDD	NIA	
Conliinqencv - 10%	$ 5,043,400.00	As above	As above	
TOTAL	$55,477,400.00			

28100 Borilta Grande Dr., Suite 305, BonitaPSparginegs2, F3L 34135
www.atwell-group.,com

Tel: 23.9.405.7777

Page2

TABLE 2: PHASE 1 CLP COST ESTIMATE

l

PR	.OPO	_SED FACILITIES & ES'[flMATtD COSTS CHART	
Improvement	Sstlmsted Cost	Financing Entity-	OperaUon & Maintenance Entltv	
lnterha	1 Roedwavs	Not lncH1d1ed rn GIP	Developerc	HOA	
Earthwork fm Slormwater	10,322,825.00	De.vetoper/COD	COD	
Mane,q:	emenl				
Stom1wate r Management Systems	,5.122 875:00	Devetoper/COD	COD	
Potable Water Systems	Nol Included in	.	Devefoper	BSU	
	CIP			
S,anitary Sewer Systems	Nol Included in
CIP	Developer	BSU	
�erlmeter Walls	$648,300.00	Devetoper/0D D	C□D	
Perimeter Landscaping	$762,750.00	Deve(oper/COD	COD	
On.-S[te Wetland Conservation,	$574,HO.O0	coo	COD	
Off-Sile Improvements	$12, 774.560.00	CDD	CDD/Ctty	
Professiontal Services &	$3.801 900.00	CDD	NIA	
Permit Fees	.				
Contb1gency -10%	$3,500,73.8.00	As above	As abova	
TOTAL	$38,508,118.00			

If you have qLiestions m  requlr,e further Information, please ooh1Bci me at (2.39} 405-7777 or
!la.mggue@atwellcmn.

Sinaerely,
ATMELL, LLC
t  b-..1�1.i�
Jacq1.Je'lt., M Larocq e	���&11i1•a11� 
lh•	mrurut	11111
Jackie Larooque, P.E.
Vio!3 Pre.siden,t

rx::	Pulre Home Group, LLC

ll l flu11II Gr,;Jnae IJr	u11�• �ll(, t u,t, b..iriflflS	L , l',fj

f' l, c	,4 ',, 1 I I,'

www,atwell-group.i:::0111

Page 24

CONSIDER APPROVAL OF MAINTENANCE AGREEMENT

TO BE DISTRIBUTED UNDER SEPARATE COVER

CONSIDER APPROVAL OF REQUISITION #2

TO BE DISTRIBUTED UNDER SEPARATE COVER