EVERLANDS II COMMUNITY DEVELOPMENT
DISTRICT

PALM BAY Regular Board Meeting
JULY 12, 2024
10:00 A.M.

Special District Services, Inc.
The Oaks Center 2501A Burns Road
Palm Beach Gardens, FL 33410

www.everlands2cdd.org 561.630.4922 Telephone 877.SDS.4922 Toll Free 561.630.4923 Facsimile

AGENDA
EVERALNDS II COMMUNITY DEVELOPMENT DISTRICT
312 South Harbour City Boulevard Melbourne, Florida 32949 REGULAR BOARD MEETING July 12, 2024
10:00 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
June 14, 2024 Regular Board Meeting Minutes	Page 2
Old Business
New Business
Consider Approval of Preliminary First Supplemental Special Assessment Methodology Report	Page 5
Administrative Matters
Board Members Comments
Adjourn

*LocaliQ
Florida

=

GANNETT

PO Box 631244 Cincinnati, OH 45263-1244

PROOF OF PUBLICATION
LA URA ARCHER LAURA ARCHER
Everlands Ii COD

250 I Burns RD # A
Palm Beach Gardens FL 33410-5207

STATE OF WISCONSIN, COUNTY OF BROWN

Before the undersigned authority personally appeared, who on oath says that he or she is the Legal Advertising Representative of the Florida Today, a daily newspaper published in Brevard County, Florida; that the attached copy of advertisement, being a Legal Ad in the matter of Public Notices, was published on the publicly accessible website of Brevard County, Florida, or in a newspaper by print in the issues of, on:

11/28/2023

Affiant further says that the website or newspaper complies with all legal requirements for publication in chapter SO, Florida Statutes.
Subscribed and sworn to before me, by the legal clerk, who is personally known to me, on 11/28/2023
-=-----..-- ----:.---'

L,g,ICl"k

Nola')', Stat< oMo: ofBmw,	/'

My commision expires
Publication Cost:	$285.05

EVERLANDS II COMMUNITY DEVELOPMENT DISTRICT
FISCAL YEAR 2023/2024 REGULAR MEETING SCHEDULE NOTICE IS HEREBY GIVEN that
the Board of  Supervisors  (the
"Boord'') of the Everlonds 11 Community Development District (the "District") will hold Regular Boord Meetings (the "Meeting" or "Meetings") at the offices of 8.S.E. Consultants, J nc. located at 312 South Harbor City Boulevard, Melbourne, Florido 32901 ot 10:00
o.m. on the following dates:
December 8, 2023
January 12, 2024
February 9, 2024
March 8, 2024
APrll 12, 2024
May 10, 2024
June 14, 2024
July 12, 2024
August 9, 2024
September 13, 2024
The purpose of the meetings is to conduct any business coming before the Board. Meetings are open to the public and will be conducted In accordance with the provisions of Florido law. Copies of the Agendas for any of the meetings may be obtained from the District's website
www everlands2cdd-oro. or by contacting the District Manager at
772-345-5119 or by email at bsokumoOsdslnc 0t9. and/or toll free at l-877-737-4922 prior to the date of the particular meeting. The Meetings are open to the public and
will be conducted in accordance with the provisions of Florido low for special districts. The Meetings may be continued to a dote, time and place to be specified on the record at the Meeting.
From time to time one or two Super­ visors may participate by tele­ phone; therefore, a speaker tele­ phone may be present at the meet­ ing location so that Supervisors may be fully Informed of the discussions taking place. Said meeting(s) may be continued as found necessary to a time and place specified on the record.
If any person decides to appeal any decision made with respect to any matter considered at these meet­ ings, such person will need a record of the proceedings and such person may need to insure that a verbatim record of the proceedings is made of his or her own expense and which record Includes the testimony and evidence on which the appeal is based.
In accordance with the provisions of
the Americans with Disabili1ies Act, any person requiring special accom­ modations or an interpreter to participate at any of these meetings should contact the District Manager at 772<145·5119 and/or toll free at l- 877-737-4922 at least seven (7) days prior to the dote of the particular meeting.
Meetings may be cancelled from
time to time without advertised notice.
EVERLANDS 11 COMMUNITY DEVELOPMENT DISTRICT
www everlaods2cdd 0t9.
PUBLISH: FLORIDA TODAY 11/28/23; #9551840

Order No:	9551840

# of Copies:

Customer No:
PO#:

1070930	1
Revised FY 2023/2024

THIS IS NOT AN INVOICE!
Please do not use this form for payment remittance.

Page 1 of 1

EVERLANDS II COMMUNITY DEVELOPMENT DISTRICT REGULAR BOARD MEETING MINUTES
JUNE 14, 2024

CALL TO ORDER

The Regular Board Meeting of the Everlands II Community Development District (the “District”) was called to order at 10:03 a.m. at 312 South Harbor City Boulevard, Melbourne, Florida 32949.

PROOF OF PUBLICATION

Proof of publication was presented which showed that notice of the Regular Board Meeting had been published in Florida Today on November 28, 2023, as part of the District’s Fiscal Year 2023/2024 Meeting Schedule, as legally required.

ESTABLISH A QUORUM

A quorum was established with the following Supervisors in attendance: Gregory J. Pettibon, Jared Shaver and Chris Cuttler.
Also in attendance were Frank Sakuma of Special District Services, Inc.; Stephanie Brown of Special District Services, Inc.; Attorney Ginger Wald of Billing, Cochran, Lyles, Mauro & Ramsey, P.A. (by phone), Attorney Stephen Sanford of Greenberg Traurig PA (by phone), and District Engineer, Ken Ludwa, B.S.E Consultants, Inc.

ADDITIONS OR DELETIONS TO AGENDA

Acquisition Agreement
Completion Agreement
Collateral Assignment and Assumption of Development Rights
Declaration of Consent to Jurisdiction
Lien of Record
True-Up Agreement
COMMENTS FROM THE PUBLIC FOR ITEMS NOT ON THE AGENDA
There were no comments from the public.

APPROVAL OF MINUTES

1. May 10, 2024, Regular Board Meeting Minutes

A motion was made by Mr. Pettibon, seconded by Mr. Shaver, and passed unanimously approving the May 10, 2024, Regular Board Minutes, as presented.

OLD BUSINESS

There were no Old Business items for consideration.

Page 1 of 3

NEW BUSINESS

Consider Resolution No. 2024-02 Adopting Delegation Resolution
RESOLUTION 2024-02

A RESOLUTION OF THE BOARD OF SUPERVISORS (THE “BOARD”) OF THE EVERLANDS
II COMMUNITY DEVELOPMENT DISTRICT (THE “DISTRICT”) AUTHORIZING THE ISSUANCE OF NOT EXCEEDING $10,000,000 EVERLANDS II COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2024 (THE “2024 BONDS”) TO FINANCE CERTAIN PUBLIC INFRASTRUCTURE WITHIN THE DISTRICT; DETERMINING THE NEED FOR A NEGOTIATED LIMITED OFFERING OF THE 2024 BONDS AND PROVIDING FOR A DELEGATED AWARD OF SUCH BONDS; APPOINTING THE UNDERWRITER FOR THE LIMITED OFFERING OF THE 2024 BONDS; APPROVING THE FORM OF AND AUTHORIZING THE EXECUTION AND DELIVERY OF A BOND PURCHASE CONTRACT WITH RESPECT TO THE 2024 BONDS; APPROVING THE USE OF THAT CERTAIN MASTER TRUST INDENTURE PREVIOUSLY APPROVED BY THE BOARD WITH RESPECT TO THE 2024 BONDS; APPROVING THE FORM OF AND AUTHORIZING THE EXECUTION AND DELIVERY OF A FIRST SUPPLEMENTAL TRUST INDENTURE GOVERNING THE 2024 BONDS; APPROVING THE FORM OF AND AUTHORIZING THE DISTRIBUTION OF A PRELIMINARY LIMITED OFFERING MEMORANDUM; APPROVING THE EXECUTION AND DELIVERY OF A FINAL LIMITED OFFERING MEMORANDUM; APPROVING THE FORM OF AND AUTHORIZING THE EXECUTION OF A CONTINUING DISCLOSURE AGREEMENT, AND APPOINTING A DISSEMINATION AGENT; APPROVING THE APPLICATION OF BOND PROCEEDS; AUTHORIZING CERTAIN MODIFICATIONS TO THE ASSESSMENT METHODOLOGY REPORT AND ENGINEER’S REPORT; PROVIDING FOR THE REGISTRATION OF THE 2024 BONDS PURSUANT TO THE DTC BOOK-ENTRY ONLY SYSTEM; AUTHORIZING THE PROPER OFFICIALS TO DO ALL THINGS DEEMED NECESSARY IN CONNECTION WITH THE ISSUANCE, SALE AND DELIVERY OF THE 2024 BONDS; AND PROVIDING FOR SEVERABILITY, CONFLICTS AND AN EFFECTIVE DATE.

Bond Counsel, Stephen Sanford, presented the resolution to the Board. Mr. Pettibon made a motion, seconded by Mr. Shaver, and passed unanimously, adopting Resolution 2024-02 in substantial final form.

Ancillary Bond Documents
District Counsel, Ginger Wald, presented the ancillary bound documents as added to the agenda. Mr. Pettibon made a motion, seconded by Mr. Cutler, and passed unanimously approving the ancillary bond documents in substantial final form. Documents listed below:
Acquisition Agreement
Completion Agreement
Collateral Assignment and Assumption of Development Rights
Declaration of Consent to Jurisdiction
Lien of Record
True-Up Agreement

ADMINISTRATIVE MATTERS

Mr. Sakuma reminded the Board to file their Form 1 and that the 4 hours of ethics training needs to be completed no later than December 31, 2024.

BOARD MEMBER COMMENTS

There were no further comments from the Board.

ADJOURNMENT

There being no further business to come before the Board, Mr. Pettibon adjourned the meeting at 10:18
a.m. and there were no objections.

ATTESTED BY:

Secretary/Assistant Secretary	Chairperson/Vice-Chair

PRELIMINARY FIRST SUPPLEMENT AL SPECIAL ASSESSMENT METHODOLOGY REPORT
PREPARED FOR THE

EVERLANDS II COMMUNITY DEVELOPMENT DISTRICT

BOARD OF SUPERVISORS

July 12, 2024

SPECIAL DISTRICT SERVICES, INC
2501A Burns Road
Palm Beach Gardens, Florida 33410 561-630-4922

INTRODUCTION

The Everlands II Community Development District (the "District") is a local unit of special purpose government located in the City of Palm Bay (the "City") in Brevard County, Florida (the "County"). The District was established on July 20, 2023, by Ordinance No.2023-27 enacted by the City Council of the City to provide for the construction, and/or acquisition, financing, long­ term administration and management of certain infrastructure of the Development, as defined below. The Everlands II PUD (the "Development") is a planned Development containing approximately 143.73 gross acres and is located in the City. The District is co-terminus with the Development is planned for the following land uses:

Table 1- Proposed Land Uses for the District

Land Use Category	Unit	
Single Family	398 Dwelling units	
This First Supplemental Special Assessment Methodology Report dated July 12, 2021 (the "First Supplemental Report"), prepared by Special District Services, Inc. will demonstrate the allocation of special assessments as it relates to the sale and issuance of special assessment bonds ("Series 2024 Bonds") for financing a portion of the public infrastructure and will equitably allocate the costs being incurred by the District to provide the direct and special benefits of the Project (defined herein) to the assessable lands in the District as identified herein on Exhibit "A". The Project improvements are described in the adopted Everlands II Community Development District Engineering Report, Phase 1 Infrastructure, dated June 2021 and accepted by the District Board of Supervisors on June 17, 2021 as may be revised (the "Engineer's Report"), prepared by B.S.E. Consultants, Inc. (the "District's Engineer").

PROJECTS TO BE FUNDED BY THE DISTRICT

The Project is comprised of an interrelated system of public infrastructure improvements which will serve and directly and specially benefit all assessable lands within the District. The public improvements comprising the Project will be interrelated such that they will reinforce one another. The total cost of the Project is currently estimated to be $11,914,433. A detail of the estimated Project costs for the development is included herein on Table A. The Series 2024 Bonds will be repaid through the levy of non-ad valorem special assessments (the "Series 2024 Special Assessments") on all assessable property within the District. The Project has been designed to be functional and confer direct and special benefits to the landowners within the District. Any portion of the Project not financed through the issuance of the Series 2024 Bonds will be paid for by Lennar Homes, LLC or its successors or assigns (herein the "Developer").
Construction and/or acquisition and maintenance obligations for the District's proposed infrastructure improvements constituting the Project are described in the Engineer's Report.
The construction costs for the Project identified in this First Supplemental Report were provided by the District Engineer. Special District Services, Inc., as District Manager, makes no representation regarding the accuracy or validity of those costs and did not undertake any analysis or verification regarding such costs.

FUNDING OF IMPROVEMENTS

To defray the costs of construction or acquisition, of a portion of the Project, the District will impose the Series 2024 Special Assessments on benefited real property within the District. These assessments are based on the direct and special and peculiar benefits accruing to such property from the public improvements comprising the Project. The use of non-ad valorem special assessments has an advantage in that the properties that receive the direct and special benefits from the Project are the only properties that are obligated to pay for those facilities and services. Without these improvements, development of the property would not be possible.
In summary, special assessments may be levied: (1) for facilities which provide direct and special benefits to property within the District as distinct from general benefits, (2) only against property which receives that direct and special benefit, (3) in proportion to the benefits received by the

properties; and

(4)

according to fair and reasonable methods that the governing body of the

jurisdiction determines. The Series 2024 Special Assessments placed upon various benefited properties in the District must be sufficient to cover the debt service of the Series 2024 Bonds that will be issued for financing a portion of the Project.
Until all the land within the District has been platted and sold, the Series 2024 Special Assessments on the portion of land that has not been platted and sold are not fixed and determinable. The reasons for this are (1) until the lands are platted, the number of developable acres within each tract against which the assessments are levied is not determined; (2) the lands are subject to re­ plat, which may result in changes in development density and product type; and (3) until the lands are sold it is unclear of the timing of the absorptions. Only after the property has been platted and sold will the developable acreage be determined, the final plat be certain, the development density known and the product types confirmed.

ALLOCATION OF COST AND ASSESSMENTS

In developing the methodology used for Series 2024 Special Assessments in the District, two interrelated factors were used:
	Allocation of Benefit: Each parcel of land, lot and/or unit within the District benefits directly and specially from the construction and financing of the proposed improvements.
	Allocation of Cost/Debt: The Series 2024 Special Assessments imposed on each parcel of land, lot and/or unit within the District cannot exceed the value of the benefits provided to such parcel of land, lot and/or unit.

The planned improvements comprising the Project is an integrated system of facilities designed to provide benefits to the assessable property within the District as a whole. The Project is intended to work as a total system which will provide special benefits for each unit type. The fair and reasonable method of allocating the benefit to each planned residential unit in the District would be to assign an equivalent residential unit ("ERU") to the one (1) product type based on relative size. Therefore, for the purpose of this First Supplemental Report, each single family residential unit will be assigned one (1) ERU. There are currently no other product types.

The Series 2024 Special Assessments will be levied on the 238 platted lots and the remaining 57.41 acres of land within the Development until such time as the remaining 160 planned lots within the Development are platted. The lien will shift to the parcels in the District, as represented in Table F upon platting on a first platted, first assigned bases.

The amount of the assessments that will shift to platted lots is based on the schedule in Table F. Land that is sold in the District prior to platting will have a lien amount attached to the parcel that is equal to the development rights conveyed with such parcel and type of planned use. The Series 2024 Special Assessments will then be assigned in accordance with Table F. As platting occurs the Series 2024 Special Assessments will be assigned on a first platted first assigned basis to platted lots receiving property folio numbers, and allocated on an ERU basis as shown herein on Table F.

In addition to the Series 2024 Special Assessments imposed for debt service on the Series 2024 Bonds, the District will also levy an annual administrative assessment to fund the costs of operating and managing the District. As each residential dwelling unit will benefit equally from the operation and management of the District and the Project, the annual operation and management assessments will be allocated equally to each assessable lot or unit.

Given the District's land use plan and the type of infrastructure to be funded by the Series 2024 Special Assessments, this method will result in a fair allocation of benefits and services and an equitable allocation of costs for the proposed Series 2024 Bonds. However, if the future platting results in changes in land use or proportion of benefit per unit, this allocation methodology may not be applicable and it may be necessary for the District to revise this methodology.
COLLECTION OF SPECIAL ASSESSMENTS
The proposed special assessments relating to the Project will be collected through the Uniform Method of Collection described in Chapter 197, Section 197.3632; F.S. or any other legal means available to the District.

Since there are costs associated with the collection of the special assessments (whether by uniform method of collection as authorized under Chapter 197.3632, F.S., or other methods allowed by Florida law), these costs must also be included in the special assessment levy. These costs generally include the 1% collection fee of the County Tax Collector, a 1% service fee of the County Property Appraiser and a 4% discount for early payment of taxes. These additional costs may be reflected by dividing the annual debt service and maintenance assessment amounts by a factor of
0.94. In the event the special assessments are direct billed, the collections costs and discounts may not apply.

FINANCING STRUCTURE

The cost of the Project will be approximately $11,914,433. The construction program and the costs associated therewith are identified herein on Table A. All, or a portion of the capital improvements comprising the Project will be financed by the Series 2024 Bonds, which will be payable from and secured by special assessments levied annually on all assessable properties/lots/units in the District. The estimated principal amount of the Series 2024 Bonds to be issued to finance the Project is $8,205,0001. The estimated proceeds of the Series 2024 Bonds will provide $7,432,7631 for construction related costs. The sizing of the Series 2024 Bonds includes a debt service reserve

1 Preliminary, subject to change

fund equal to the annual maximum debt service, capitalized interest, issuance costs and underwriter's discount as shown herein on Table B.

MODIFICATIONS AND REVISION
Allocation of costs and benefits, shown herein on Table C and Table D, for the infrastructure improvements financed by the District for the Project (estimated at $11,914,433) is initially based on the number of dwelling units (398) projected to be developed within the District and benefited by the infrastructure improvements comprising the Project. Based on the preliminary Bond size of
$8,205,0001, subject to change, at an estimated interest rate of 5.75%, the maximum annual debt service for the Series 2024 Bonds as shown herein on Table E, will be approximately $580,380, which has not been grossed up to include the 1% County Tax Collector fee, 1% County Property Appraiser fee, and 4% discount for early payment of taxes. These fees will not apply if assessments are direct billed.

To ensure that each residential dwelling unit is assessed no more than their pro-rata amount of the maximum annual debt service shown herein on Table E, the District will be required to perform a "true-up" analysis, which requires a computation at the time of submission of each plat or re-plat to determine the potential remaining assessable dwelling units in the District. The District shall, at the time a plat or re-plat within the District is submitted to the City:

Assume that the total number of assessable residential units being utilized as a basis for this assessment methodology is as described below, Table 2 ("Total Assessable Lots/Units").

Table 2 -Total Assessable Lots/Units for the District

Land Use Category	Unit	
Single Family	398 Dwelling units	
Ascertain the number of assessable residential dwelling units in the proposed plat or re- plat and all prior plats ("Planned Assessable Units").

Ascertain the current amount of potential remaining assessable dwelling units ("Remaining Assessable Units").

If the Planned Assessable Lots/Units are equal to the Total Assessable Lots/Units no action would be required at that time. However, if the sum of the Planned Assessable Lots/Units and the Remaining Assessable Lots/Units are less than an estimated number reflected in Table 2, the Developer will be obligated to remit to the District an amount of money sufficient to enable the District to retire an amount of Series 2024 Bonds plus accrued interest such that the amount of the Series 2024 Special Assessments allocated to each Planned Assessable Lot does not exceed the amount of debt service that would have been allocated thereto had the total number of Planned Assessable Lots/Units and Remaining Assessable Lots/Units not changed from what is represented in Table 2. Conversely, if the Planned Assessable Lots/Units and Remaining Assessable Lots/Units of the residential lots/units is greater than the Total Assessable Lots/Units, then, there will be a pro-rata decrease in the annual Series 2024 Special Assessments to all of the benefited properties.

All assessments levied run with the land. In the event of a plat or replat, a determination of a true­ up payment shall be based on the terms and provisions of a true-up agreement entered into between the District and the applicable landowner. It is the responsibility of the landowner of record to make any required true-up payments that are due. The District will not release any liens on the property for which true-up payments are due until provision for such payment has been satisfied. In the event that additional land not currently subject to the assessments is developed in such a manner as to receive special benefit from the Project described herein, it will be necessary for this assessment methodology to be re-applied to include such parcels. The additional land will, as a result of re-applying this allocation methodology, then be allocated an appropriate share of the special assessments while all currently assessed parcels will receive a relative reduction in their assessments.

8.0  PRELIMINARY ASSESSMENT ROLL

As of the date of this First Supplemental Report, the Development has platted 238 of the 398 residential dwelling units as identified herein on Table E and Table F.

Assessable lands within the District consist of 143.73 +/- acres as described in Exhibit "A" attached hereto and as outlined herein on Table F. The par amount of Series 2024 Bonds issued by the District to pay for the 2024 Project is $8,205,0002. The District will initially distribute liens to the platted property within the District, and then across the remaining unplatted property within the District boundaries on an equal gross acreage basis as described herein on Table F. As platting occurs the Series 2024 Special Assessments will be levied on the 238 platted lots and the remaining
57.41 acres of land within the Development until such time as the remaining 160 planned lots within the Development are platted as identified herein on Tables C, D and F.

ADDITIONAL STIPULATIONS

Certain financing, development, and engineering data was provided by members of District staff, Consultants and/or the Landowner. The allocation methodology described herein was based on information provided by those professionals. Special District Services, Inc. makes no representations regarding said information beyond restatement of the factual information necessary for compilation of this report.

Special District Services, Inc. does not represent the Everlands II Community Development District as a Municipal Advisor or Securities Broker nor is Special District Services, Inc. registered to provide such services as described in Section 15B of the Securities and Exchange Act of 1934, as amended. Similarly, Special District Services, Inc. does not provide the Everlands II Community Development District with financial advisory services or offer investment advice in any form.

2 Preliminary, subject to change

TABLE A PROJECT COST ESTIMATES
EVERLANDS II COMMUNITY DEVELOPMENT DISTRICT

TOTAL

PAVING, GRADING & DRAINAGE	$	4,143,781	
		
SANITARY SEWER SYSTEM	$	2,839,724	
		
POTABLE WATER DISTRIBUTION PLAN	$	1,419,631	
		
MASS GRADING IMPROVEMENTS	$	3,235,985	
		
OFFSITE IMPROVEMENTS	$	275,312	
		
TOTAL	$	11,914,433	

TABLEB BOND SIZING
EVERLANDS II COMMUNITY DEVELOPMENT DISTRICT

BOND SIZING

Par Amount*	$	8,205,000	*	
				
Debt Service Reserve Fund (DSRF)	$	(290,190)		
				
Capitalized Interest	$	(117,947)		
				
Issuance Costs	$	(364,100)		
				
Construction Funds	$	7,432,763		
				
Bond Interest Rate		5.75%		
				
Principal Amortization Period (Years)		30		
*Subject to change at final bond pricinf				

TABLEC

 ALLOCATION OF PROJECT COSTS EVERLANDS II COMMUNITY DEVELOPMENT DISTRICT

Product	Number of
Units by Type	
ERU Factor	
Total ERUs	Project Cost Allocation Per Type	Project Cost
Allocation Per Unit*	
Single Family	398	1.00	398.00	$	11,914,433	$	29,936	
						
TOTAL	398	NIA	398.00	$	11,914,433	NIA	
*Rounded

TABLED

 ALLOCATION OF BOND DEBT

EVERLANDS II COMMUNITY DEVELOPMENT DISTRICT

Product	Number of
Units by Type	
ERU Factor	
Total ERUs	Bond Debt
Allocation Per Unit Type	Bond Debt
Allocation Per Unit*	
Single Family	398	1.00	398.00	$	8,205,000	$	20,616	
						
TOTAL	NIA	NIA	398.00	$	8,205,000	NIA	
*Rounded

TABLEE

CALCULATION OF ANNUAL DEBT SERVICE EVERLANDS II COMMUNITY DEVELOPMENT DISTRICT

2024 Series
Bond Debt

1  Maximum Annual Debt Service	$	580,379.52		
			
2 Maximum Annual Debt Service Assessment to be Collected	$	617,425.02	*	
			
3 Total Number of Remaining Developable Acres	57.41		
			
4 Maximum Annual Debt Service per Remaining Developable Acres	$	4,323.48		
			
5 Total Number of Residential Units Planned	398		
			
6 Maximum Annual Debt Service per Unit Type	See Table F		

*Grossed up to include 1% collection fee of the County Tax Collector, 1% service fee of the County Property Appraiser and 4% for early payment of taxes.

TABLE F

ALLOCATION OF DEBT SERVICE ASSESSMENTS EVERLANDS II COMMUNITY DEVELOPMENT DISTRICT

Product	
Number of Units by Type	
ERU Factor	
Total ERUs	**Maximum Annual Debt Assessment Per Unit*	**Maximum Annual Debt Assessment Per Unit Type*	
Single Family	398	1.00	398.00	$	1,551.32	$	617,425	
						
TOTAL	N/A	N/A	398.00	N/A	$	617,425	
*Rounded
**Grossed up to include 1% collection fee of the County Tax Collector, 1% service fee of the County Property Appraiser and 4% for early payment of taxes.

Folio ID#'s and/or Parcel Plat Description	Developable Acreage by Parcel/Units	**Maximum Annual Debt Assessment Per Acre/Unit*	
Par Debt Per Acre/Unit	
Total Par Debt	
Exhibit "A"	57.41	$	4,323.48	$	57,455.02	$	3,298,492	
Exhibit "A"	238***	$	1,551.32	$	20,615.58	$	4,906,508	
TOTALS		NIA	NIA	$	8,205,000	
*Rounded
**Grossed up to include 1% collection fee of the County Tax Collector, 1% service fee of the County Property Appraiser and 4% for early payment of taxes.

Exhibit "A"

RIVERWOOD AT EVERLANDS PHASE 1
SECTIONS 20 AND 21, TOWNSHIP 28 SOUTH, RANGE 36 EAST
CITY OF PALM BAY, BREVARD COUNTY, FLORIDA

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Narre:l·loodinHonarvar,Authc•t,:edSi!1'a!OlyforManager

INSTAL_ATION, MAINTENANCE, AND OPEFATION OF CABLE -ELEVISION SERVICES SHALL INTERFERE l'JITH THC: FACILITtES AND
SERVICES OF AN ELECTRIC TELEPHONE, GA , OR OTI--ER FUBLIC UTILITY. IN THE SVEtlT A :'.:ABLE TELEV1SION COMPANY DAMAGES THE FA:::ILITIES OF APUB_IC IJTLITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. THIS S CTION SHALL NOT APPLY -o THOSE
1

RACIUS OF 3$0.00 FEET, A CENTR L ANGLE OF 79°49'00", A CHORD BEARING OF S55"29"24"E, AND A CHc>RD LEN(HH OF .«9 09 FEET), AOIS-ANCE Of
+87.57 FEET TO A POINT OF REVE'lSE CURVATURE; THENCE ALONG THE ARC OF SAID CURVE, (SAID CURVE BEING CURVED CONCAVE TO '."HE SOUTH
AND HAYING A R/IOIUS OF 2CtiQ.CMJ FEET, A CENTRAL ANGLE OF 8°10'27', ACHORDBEARl G OF N88° 1 9"E ANDA D-iORD LE.NGTHOF296.oOFEET),A DISTANCE OF 20075 FEET TO AN INTERSECTION l',/ITH ANON-TAOOENT LINE TO THE NORTH; THENCE N02'46'3t"E, ALONG SAID NON-T NGENT LINE, A

Me, 

UE  l  !  .  ; E i;; ::  cc  ii. Ei,ETi;:i :i :L
ACOPED BY H-1: FLORIDA PUBLIC SERVK:E COMMISSKJN.

:1c! i; () S

DISTANCE OF 12000 FEET; THENCE N12°19'25"E, A ClSTANCE OF 50.69FEE-; Tl-ENCE N02"59'24"E,A DISTANCE OF 1 0.00FEET TO A NON-HNGENT INTERSECTION WTH A CURV TO THE RIGHT; lHEN:E Al.ONG TH ARC OF SAID CU'!VE, (SAID CURVE BEING CURVED CONCAVE -o THE SOUTH, AIO

oon; f:c	':-

HA\11NG A RA[)!US OF 23?0.00FEET. A CENTRALANlcLE CF 9"25'25", A CHORD BEARlrlG OF S6Z"1T 4"E, ANDA COORD LENGTH OF 389.:6 FEET),-

?:o-ll.1Af.l  (:.LA,l)
"/4.,/(;,L

UNLESS OTHERWISE NOTED THERE IS HEREBY DEDICATED OVER ANO ACROSS T E FFONT OF ,',LL LOTSANDTR,O,CTS ABUTTING AND crnNCDEN-\,\IITf-1THE PRIVATE RIGHTS-OF-WAY. A 10 FOOT WIDE PERPETUAL PllBLIC UTIUTY EASEMENT
	A 3.00 FOOT1M[E A D 7 FOOT WIDE PERPETUAL PUBLIC UTILITY AND PRIVATE OW.INAGE EASEMENf IS HEREBY DEDICATED ALONG ALL SIDE LOT LIilES\\IITHINEJLO:::K ,,,, •.r, ANO "'K-" S S>fOV,,N Otl "SIDE LOT EASEMENTl)FTAII A", UNLESS OTHERWISE NOTED. 'MHERE MORE THAN ONE LOT OR PARTS OF ONEOK IAORE LOTS, ARE USED AS A SINGLE 3UILJING SIT[, O L Y THE OUTER BOUNDARIES OF

E NaIR 68ioezi; ;g;HNE o Nirl E; T s: c ;0	1 \ rBv :o';:URVE ND5"1+'54"W, ANDA CHO'lO L NGTH OF 6212 FEET), A DISTANCE OF 62.73 FEET TO AN lNTERSECTKJN WITH A NON-TANGENT LINETO -HE WES-,.;
THENCESll'.J'11'20"W ALONG SAID NOH-TAHGENT LH<E, A DISTANCE OF 12000 FEET TO A NOH-TANGENT INTERSECTION WITH A ClJRVE TO THE RIGHT l"HENCEALO G 11-IE ARC OF SAIO CURVE, (SAID CU'!Vlc 8El"-G CURVED CONC>VE TO THE SOUThEAST, ,',.ND HAVING A RADIUS OF 68500 FEET, A
3

DRPFL( 59-0 MADISON AVE FL 13 NEWYORK.NY1:J022

l	L  'i!;A  l	: i} \  EC . G: G	} :i¢  : 3:i- E ; 7 - FEET

- A 5.00 FOOT W![E PLBLIC UTILITY MO PRIVATE DRAINAGE SEMENT ISHEREBY DEOCATED AcONG ALL Sl[E LOT Ll"-'ES WITHIN
o;?!'i;- -, o  l;  ; !i Ts C:i	'.  \  i': 6t iE H RiH E-- 1'! LOT,

·o A SR : ; :cr1 1:  s; i;i: B	";H ST r\ \ -; 10: ;;:..,NNDi1: sA \ : ANY SUCH TRACTS AND DRAINAGE FO.C!L T!ES, INCLUDNG WITHOUT LIMITATION, /I.NY DRAINAGE PONDS OR LAKES. DRAINAGE STRUCTURES OR AOJATIC LANDSCAPE FEATURES W-,K;H MAY BE CONSTRUCTEDl',/ITHIN SAID FACII.ITTES
R THE SUPPLEMENTAL DRAl'IAGE EASEMENT EXPANSION OR RELOCATION AGREEMEN-,- AS RECORDED IN OFFICIA_ RECORDS
: .: f  ;;1c L !	B::;; SC :• : Ai: I : :tt E RESPONSIBLE FOR

T ERE IS HEREBY DI CATED TO 11--IE CITY OF PALM BAY, FLORIDA A PUIJLIC DRAINAGE E.-.SEMENT OVER AND ACROSS TRACT "B", '1" 'A:!\ At,,D "-I" FOR THE PJRPOSES OF INSTO.LLATION, MAINTENAN:;E. ACCESS AND REPAIR Of PU3LICDRAINA\,E FACILITIES

ALL INTERNAL ROADWAYS ARE DEHGNATED AS RACT "Z: AND SHAU BE PRIVATE AND SHN.L BE OWNED AND IWIINTAINEO BY THE tcE  ; ;i ; Eg;v !r:::;; ; FNRGNF ,g  SA ;E to : 61 () A ;,; GRESS EASEMENT
11-lERE IS HEREBY DED!CATED TO Tl·IE ITTY or PALM BAY. FLORIDA AN EASEMENT FOR HE PURPOSES OF INSTALLATION MAINTENANCE, ACCESS AND REPAIR OF A PUBLIC SANITARv SEIVER LINE AND ASSOCIATED FACILITIES OVER AND ACROSS TRACT "Z''

THERE IS HEREBY DEDICATED TO T'lE CITY OF PALM BAY, FLORIDA AN EASEMENT FOR Tf·E PlRPOSES OF INSTAl.1.ATION, MAINTENANCE, P.CCESS AND REPAIR OF A PUBLIC F'OTABLEWATER LINE AND ASSOCIATED 0ACUTIES O>tcR AND ACROSS TRACT "Z"

":a'"u i ·u f/s\r:: iF

TRACT "2" ;s HEREBY DEDl:::ATfO FOR P'!IVATE USF ANO P.S A COMMONVEf-felEAND PEDESTRIAN WAY ACCES EAfEMENT FOR THE AU LOTS 'MHUN RIVERWOOOAT E\IERLANDS, AND FDR INGRESS AND EGRESS FROM EACH LOT

THE CITY OF PALM BAY, FLORIDA, 8REVARDCO\.MY.FLCf!IDA STATE OF R.ORUA ANO THE FEDERAL GOVERN ENT OF THE UNITED STATES OF AMERICA SHALL BE !UOWEDACCESS ON TRACT '-Z: PEDESTRIAN WAYS, EI\SEIAEN'"S ANO COMMON OPEN SPACE TO ENSURf:ANDPROVIDE THE "OLl:::E ANO FIRE OTECTION OF THE A'l.EAANDTO CON""ROL THE HEALTHANOSAFETY JFHE RESla:::"iTS .-.ND GUESTS OF RI\IERWXlOAT FVERI.ANDS

16. TRAC'! "'LS1" IS HERE.BY DEDICATED FOR THE INSTALLATION, CONS-RUCTION OPCRAl/ON, ANC MAINTENANCE OF A SO.NITO.RY SE\I\ER LIFT STAT!O . ANO SHALL BE OVl'NEDAND MAl'HA!NED BY 11--IE CITY OF PALM BAY. LANDSCAPE AND IRRIGATION Vl1THIN TRACT "LS1" SHALL BE MAINTAINEJ BYTHER VERWOOD AT EVERLANDS HOMEOWNERS ASSOCIATION, IIIC., ITS SJCCESSORS AN[){()R ASSIGNS

19. THE l+JMEJWNERSA5SOCIATfJN SHALL HAVE THE PRIMARY r,.IAINTENANCERESPONSIBII.ITY FOR THE DRAl'sAGE FACILITIES
: . :; ::/: /NRiA;iEE;i l "';g ;	; : E : t: F g ;; •E1 7R;I ; ZsBAY NECESSARYORDESHABLE,ATTHE E.X.PENSEOF THE OOMEOV\/NERS' ASSOC\O.TION. INC., TJ-1EIR SUCCESSORS. OR ASSIGNS
,.o_ 11--IE LANDS SUBDIVl)ED HEREON ARE SUBJECT TO Tl-'E TERMS AND CONOfTONS OF THOSE CERTAIN COVENANTS, CONDITIONS. AND
<ss.,,,c.,.O Sfi:?'Z. 91\Jf1sell>c>jl "(fi;:vgttL,_w'DS ,  ASRECOROEOINOFFCIALRECOROSBOOK , PA3E FUBLK: RECORDS OF BREVARD COJNTY, FLJRIC•A

21. THE LANOO SUBDIVR:!ED HEREON ARE SUBJECT TO Tf'E FOLLOWING A ORDINANCE NO. 85-49 IN OFFICIAL RECORDS BOOK 2756. PAGE 10

B. ORDrnANCE NO. 2003-32 IN OFFICIAL RECORDS BOOK 5030, PAGE 541

TO A NON-TANGENT INTERSECTION Vl!TH A CURVE TO THE LEFT, THENCE AI..O G THE ARC OF SAID CURVE, {S>.ID CJRVE BEING CURVED CONCAVE TO THE SOLITHEAST, AND HAVING A RADIUS OF 515.00 FEET, A CENTRAL ANGLE OF 5"10"55", A CHORD BEAR!NGOF S18"59'54'W AND> CHORD

;	; ;; ;;	°,° g	;i;:

'. ts 4 ; ,E lil  t - :E 4 :::  s: ; S l7;i; :-T :t ,: : 1+:.i,	r;;•34"
0
o ; T  ; ; s oT:! : /  u  :1iEiJu SECTIOI, 21; THENCE SOU"-46'54'"\ll'A DISTANCE OF 659.73 FEET TOTHESOOTI-IYl'ESTCORNER OF THE S0UTH\i\lEST ONE-QUARTER OF THE NOfiTHBST ONE-QUARTER OF THE NORTH\NEST ONE-QUARTER OF SND SECTION 21; THENCE NB9"•16" ci"E A DISTA'lCE OF 1316.53 FEET TO HE SOlJTHE ST GORIER OF THE FAST ONE-HALF OF THE NORTHEAST ONE-OUARTER OF THE NORTHWEST ONE-OUARTER OF SAID SECTION 21; THENCE S00"45'06'W,ALONG THE EAST LINEOfTt1C WESTOIE-HALFOF SAIDSECTIONi1.;. DISTANCE Of 672.42 FEET; THENCES69'43'29iN,ADISTANCE OF 246N FEET TO A NON-TANGENT NTERSECTION WlTH A CUR'IE TO THE LEH; TKENCE ALONG THE ARC OF SAIO CURVE. (SAID ClRVE 8EING CURVEO C01'CAVE TO THE EAST, ANOHAVING A RAJIUS OF 1065. FEET. A CENTRAL ANGLE OF 2'"17'21", A CHORD BEARING OF S01°25'12''E. Arm A CHORD

2 5

00

; - ! ! •/i l ra:	1;	6 ; TE :;:R1 g;;;1;	;;i L T t	-: DF SAID CURVE, (SAID CUR\'E BEING CURVED CONCAVE TO THESOUTH\I\EST ANC- HAVING A RADIUS OF 25.0C· FEET, A :::ENTRAL ANGLE OF 67"'26"10'", A
CHORD BEARING OF N46'18'28"W, AND A CHORD LENGTI- OF 34 57 FEET), A DISTANCE OF 38.17 FEET TO TI-E Ei'O Of SAID ClRVE THENCE S89'56'5;'W A DISTANCE OF 95.MFEETTOA NON"TANGENT l TERSECTIOH WITH A CURVE TO THE LEFT; Tf-lENCE ALONG THE ARC OF SAICl CURVE,
/SAID CUWE BEING CURVED CONCAVE TO THE EAST, AND HAVING A RADIUS Of 12:05.00 FEET, A CENTRAL ANGLE Of 6" 12", A CllORD 8EARl G OF S05'"32"1o"E. ANO A CHORD LENGTI-1 OF 186.34 FEET). A DISTANCE OF 1116.52 FEET TO A POINT OF REVERSE CURVATURE; THENCE . LONG THE ARC OF SAID CURVE. {SAID CURVE BEING CURVED CONCAVE TO THE WEST, AND HAVING A RADIUS CT' 180.00 FEET A CENTRAL ANGLE OF 25"35'08", A CHORD BEARING OF S02"55'43'W, AND A CHORD LENGT OF79.71 FEET). A DISTANCE CT' 80.36 FEET TO A POINT OF REVERSE CURVATURE; Tl-ENCE ALJNG THEARC OF SAID CURVE, (SAID CJRVE BENG CUR',ED CONCAVE TO Tl-IE SOUTHEAST, AND HAVING A RADIUS OF 1645.0J FEET A CE TRA. ANGLE OF 1:>016'25",A CfORDBEARl'IG OF Sllil03505"\II', ANO A CHORD LENGn-1 OF 35171 FEET} A DlSTANCEOF 352.3 FEET TOA NON-T NGENT INTERSECTlct-11',/!TH A CJRVE TO THE RIGHT: lHENCE ALONG THE ARC OF SAID CURVI:, (SAID ClRVF REING CURVED CONCAVE TO TliE NORTH, AND HAVNG A RADIUS OF 72 .00 FEET A CENTRAL ANGLE OF 1"51:"33", A CHORD BEARING Of N00"15"26'\I\I, AND A CHORD LENGTH OF 25.00 FEE ), A DISTANCE OF 25.00 FEET TO AN INTERSECTION ',\/Hll A JION-TANGENTLINE TO THE NORTH; Tl-lENCE MJ4•43'51"E ALONG SAID NON-TANGENT WIE, A DISTANCE OF 120.00 FEET TOA NON-TANGENT NTERSECTlON WITH A CUR'ilE TO TI-E RIGHT; THE E .l\l.ONG THE ARC OF SAID CURVE, (SAID CURVE BElt,G CURVED CONCAVE TO THE NORTHEAST, AND HAVING A RADIUS OF 605.00 FEET. A CENTRAL Al'+3LE OF 27"+7'01l'", A CHORD BEARING OF N71"22'35"W, AND .A CHORD LENGTl-1 OF 29053 FEET A DISTANCE OF 283.40 FEETTO A POJNTOF REVERSE CUPVAT1JRE; THENCEALO'IG Tl-IE ARC OF
SAIO CURVE, (SAID CUFl.','E BEING C.:URVE'D SONCAVE TOTHESOlJT!--Ml=ST, AND HA',lNG 0. RADIUS OF 695..00 FECT, A CENTRAL ANGLE OF 32°51"43", A CliffiO BEARING OF N73"54'52"W, ANDA CHORD LENGTH OF 393.18 FEET). A DISTANCE' OF 39!!.52 FEET TO A POINT or REVERSE cunW,TURE;
THENCE AL01"3 Tl-!E ARC OF SAID CURVE, ISAID CURVE BEN3 ClRVEJ GCNCAVE TO TI-E fIDRTI-EAST, AN'.l HI.V!NG A RADIUS OF 180.00 FEET. A CENTRAL ANGLE OF 42'01'55", ACHOR:) BEARINGOFN6 '19'46"W,ANCACHORO LENGTH OF129.11 FEET), A DISTANCE OF 132 05 FEET TO AN INTERSECTION WITHANON-TANGENTLINETD THE SOLITHWEST; THENCES41"41'11WALONGSAIJ NON-TANGENT UNE. A DISTANCE OF 12n.oo EET TO, NQ!J-TANGENT INTERSECTlCN WITH A CURVE TO THE RIGHT THENCE ALONG THE ARC OF SAID CURVE. (SAID CURVE BEING CURVED CONCAVE TO THE NORTHEAST. AND HAVING A RADIUS OF 300.)0 FEET, .A CENTRAL AIIGLE OF 9"1Cl29", A CHORD BEARING OF M43°<!'34'W. ANO A CHORD
:v D[)g  v:6s;  i: ; ;0T :N°d1  o J; s5;; Rj C  ;:-ig ;1  A g ;: Acic;;uRVE N41'16'4 "W, ANDA CHORD LENGTH Of 41.06 FEET),A DISTMCE OF 4107 FEETTOA.N INTERSECTION l\llTHANON-TANGENTLINETOll-lE NORTH THENCE N46'34 S7"E ALOOG SAID NON-TANGENT LINE, A )I STANCE OF 120 00 FEET TO A NON-TANGENT INTERSECTION Wl1H .A CURVI:: TO lHI:: RIGHT; Tl-lENCE ALONG THE ARC OF 5AIDCURVE, iSAJD CURVE BEING CU.VED CONCAVE TO HE SOUn-M'EST, AND HAVING A AAOI\JS OF 67C.OO FEET, A CENTRAL ANGLE OF 2+003'54" A C-fORD BE RING OF N55"27"CO'W, ANO A CHORD LENGTH OF 279.35 FEET), A Dl3TAl,CE OF 2B1.41 FEET TO AN

g i- 6	;	; ,iz:	!8 6 -; F.ET	c :	:. i	i: :i	:: ANDA

: i :/ ! : ; EGi ; ! E NR :. \	;  4 GF T o ;A  l o:-i J g i - ET; THEt,ICE .ALONG THE ARC OF 5AID CURVE, (SAID CURVE BEING {;URVED CONCAVE TD Tit SCUTHMcST, AND HAVING A RADIUS OF 174.00 FEET. A CENTRAL ANGLE 01' 218"29"1 ". A CHORD BEARING OF N69°37"16-W, ANJA CHORD LENGTH OF 328513 F:CET) A DSTANCE OF 003.t.'.i FEFT TC THF END OF SAID CURYE; T!-!ENCE S01"Q6'06-W, A DISTAN::E OF 5a+9 FEET; THl:NCES69"37'16"l: A OIS'IANCE OF 120.00 FEET; THENCE s20·22•44w AD!STANCE

g r: uC:v  ! gEl ER d:S	: :t;;:: tt : %RE\ :U;	i T 2 - u ; ID OF N30"51'J2"N, AND ACHORD LENGTH OF 16S.08 FEEn. A DISTANCE OF 199.60 FEET TO THE END OF SAID CURVE; THENCE Nl6'W21"E, A DISTANCE
Of 237.67 FEET, THENCE N63"40'39"W, A DISTANCE Cf' 120.0Q FEET; THENCE N71'3B'50"W. A DISTANCE OF SC.49 FEET THENCE N63"40'39"W, A DlSTI\.NCE OF 120.00 FEET; TIENC:C NOY+0'06"E, A DISTANCE OF BO 80 FEET; THENCE N8Er19"54 W, A DISTANCE OF 2\i5.73FEET TO THE POINT OF BEGINNING. CONT. INING52.TT AC'IES, MORE OR LESS

STATEOFNEWYOR.I<"  COUNTY OF

Thcforegoinginstrl1mentwasacknowledgedbeforemabymeaesof..L..

:::u al=:.. : :l :i::  :;.,%"J; \'!'Jii ited liablrtyeor»pQny,tomei<Jlc,,.,.,tobetheindiiiduatatldofficerdescribooinar>d whoexocutedlhe'Dreg,:,irrgDedi<:alionandsevera!lyac;k,..,.,-leclgi:tdthe
.,,xecutionlh.,,·er;tt,be1'<>irira..octarxJdetd,issuchoff=rthereurrodUy aulhorized;U-..toffoialoealdsaiOcorporatOOi500lyafflx8'.!thereto;atldt>iat thecledicatiooislteactand,jeedofsaidco•poralion

\ e"'::01!: REDf,I have rie,

Not,tj"Public,3'
,YComrn.Expir

KNOW,>,LL MEN BYT,HESEPRESENTS, To3tlheun-j,,..,,igned,beingalicensed professiooalsurvei·oraM mapper doe•herobyc.srtlfythaton09JID!ll2023h"' con,pletad thobounda1'/ ""-"'Y ofthe lond Jho'Ml on the loregoing pla ooctthat ai<I platwas,..epared under his direction arid sutervision andthats3d r,r,tcc,n,p!ie,
with al cl the su,vey recuirementsof Cha !::· p rt 1,Florid Statutes. and flat

CERTIFICATE OF APPROVAL BY MUNICIPALITY-'

□.RESERVED EASEMENTS AND l CENSE RIGHTS AGREEMENT IN OFFICIAL RECORDS BCOK M68. PAGE 6896. FIRST AMENOIENTTO RESERVED EASEMENTS ANO L CF;:NSE RIGHlS AGREEMENT IN OFFCIALRECORDS BCOK 5507. PA<cE 1769. CJFI.RCCCTED Fl'IST AMEIOMENT TO RESERVED EASE'-'ENTS A LICENSE RIGHTS AGREEMENT IN OFFICIAL RECORDS BOOK 55Q9, PAGE 439

E. DECLARATION OF EASEMENTS IN OFFICIAL RECORDS BOOK 6<49, PAGE261:.. SUPPLEMENTAL '.lRAINAGE EASEM:CNT CCXPANSION CR
RELOCATION AGREEI\IENT IN CFFICIAL RECORDS BOOK 8t15, PAGE 1507

H.P,,EMORAIO\.IM OF OPTION AGREEMENT IN OFFIOAL RECORDS BOOK 9521, PAGE2902

TRACT TABLE

TRACT ID

AREA (ACRES)

TRACT USE

AMENITYCHTERAND RECREATION DRAINAGE, LANDSCAPC:. OPEN SPACE

'6NEAGE, LANDSCAPC: AND OPEN

OWNERSHIP AND MAINTENANCE ENTITY

RIVERWOOD AT EVERLAtJDS HOMEOIMIERS ASSOCIATION, !NC., ITS SUCCESSORS AND/OR ASSIGNS
RIVERWOOD AT EVERLANDS HOMEOIMIERS ASSOCIATION, INC., ITS SUCCESSORS AND/OR ASSIGNS

RrIER\\/00) ATEVERI.AIIDS HOMEOWl>IERS ASSOCIATION. l C., ITS SUCCESSORS AND.OR ASSIGNS

VEHICULAR ANO PEDESTRIAN ACCESS ORAINAGE. LANDSCAPE, AND OPEN

Rl'IER\\/00 ATEVERLAtlDS HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND.OR ASSIGNS

SIDE LOT EASEMENT DETAIL "A"

:i i	R F  ! -:e g f?Jtriec c101

f(if;, h fll -"\Z.,-\

 ,.;	 'f ftfr;:r.,
::		\,r{; [t:v

(IQ

--..l

A~  ,,

-~· -,.,A,

M.NOTICE OF ESTABLISHMENT Of THE EVERLANOS II COMMUNITY DEVELOPMENT CfST ICT IN OFFICIAL RECORDS BCX)K 9&16.

8

0

P GE238a

:i;;: L cA ; s !: :;::gNo; T o 7ir :; Lo ::;	gR	! T :; :v BAEDDmONAL RESTRICTIO"NS THAT .-.RE NOT RECORDED ON THIS PLAT THATMAYBE FOUND IN THEPUBLIC RECORDS OF THIS COUNTY.

SIDE LOT EASEMENT DETAIL "B"

; ; N, LANDSCAPE, GNAGE,AN□ j

: : N ; ; c  : i ,,ssfaNs

Rl' ER\'l'OOJ ATEVE'l.LANDS HOMEOW\/ERS ASSOCIATK)N, lt,/C., ITS SUCCESSORS AND/OR ,>.$SIGNS

: : NAiN ;;A:ii	i ;R /1.SSIGNS

ORAINAGE. LANDSCAPE, A/'O OPEN SPACE

LANDSC>PE ANO OPEN SPACE
,ATAT•-·~-,

I

1

-- ---L':J' Tl r 1t  1 !: J: t17:;J;.

: i gN i  :Zc  bR/\SSIGNS

I

CERTIFICATE OF CLERK

Exhibit "A"

RIVERWOOD AT

PLAT BOOK

N=134745!3.73 E•741037.74-

"

AL=62-73' R:=1150.00' DEL=3°07'31" C8=f.;05"1 '54"NCH 62.72'
A_,,3gg_SQ'R,..2170.0J'DEL 9•25·25 CB=S82'17'54"ECH=389.311'
ITTIITT7

,,)JS/rnu/2../ "i22/2al.,i	]mil --

EVERLANDS PHASE 1
SECTIONS 20 AND 21, TOWNSHIP 28 SOUTH, RANGE 36 EAST, CITY OF PALM BAY,
=	BREVARD COUNTY, FLORIDA

KEY MAP

j

i
:;:;;
l's

/      I
CR(
fSO.

L_.,'l./.i Il..  i

I  I

m/oc1<-E/  / 2,, ir'1BLOfKII

ABBREVIATIONS
MINIJTES.'FEET 'SFCONDS/IN::::HES

ABBREVIATIONS

+

SURVEY SYMBOL LEGEND
SECTIOI< CCfl.NER: MARKED AS NO-:-ED PERMANENT REFERENCE f<!ONJMENT

	1 9

AL•296.75' , 2.()8E00c0t' tD2E%L=s8o'1·0'27

/ooiiia1 /;,"/3I3 ,'

AL ARCLENGTI'
AOC fJEGINNNG OF CURVE

PCC POINT OF CJMPDUNJ CURVATURE PCP PERMNolENT CONTROL POINT

{PRM); SET 4)(4 INCH CONCRETE MONUMENT 'MTI- DISK STAMPED PF!M LB4905,UNLESSOH-IER\ll,1SEMJTED

N ;:; :: ;-·

P.•800.00' DEL=21°0_;'56"

EASJ R/W

1'RAU.rll

CB=N6 4	 ., 
1

'l'R,lCl'A

CB CHORD 3EARING
CH CHORD CENGTH
CM CONCRETE MONUl\tENT
Of: PRl'/ATf DRAINAGE EASEMENT DEL CENTRAUDELTAA.NGLE
E EAST
EOC ENDOF:UR'/E FD FOUND

FT FOOT/FEET N NORTH

PARKER-KALENNNLANDDISK
PAGE(S)

POC POINT OF CJMMENC=MENT
PRC POINT OF R=VERSE CURVATURE
P.S.E. PLSLICSIDEWALKEASEMENT PU.D. PL NNEO U IT DEVELOPMENT
P.U.E. Pl8LICUTlllTYEASEME T

R.'W RIGHT JF-WAY TYPTYPICAL

PERMANENT=NTRCL POINT (PCP:: SET
:;E ';1 i? s : of>Cp LB49J5,
SET 518' IRON ROO AI\O CAP STAMPED "PRM LB4005' UNLESS OTHER W1SE NOTED
FD 5.'8'' IRON RODANC CAP STAMPED "PRM LB4!J05"UNLESSOTHERWSENOTED

CASTLEBERRY LANE
(PR/VATE R,w, WIDTH VARIES)

N89"19'54'VI 32 .59'

TI ,7',

I I	I	I	I
rolu\n!u wlu	•  u y/m
)ILO(:KI

20	22

23

NORTHEASTCO:N :_/ CCMMERCIAL PARCEL C-1
C0J.1M£ROAL PARCEL C-1 (ORB 5750, PG 7946)

N00° '00"E80.80'

LE DRIVE
"!/E"S)

2:;	i

..

I

0

I

AL 199.60' R"'100.00 OELa.11 ·21·45· CB=N30.51'32"WCH 168.0ll'

(IQ

Q0

NORTI-IING AND EASTING COORDINATE VALUES SHOWNHEREON, (N,E), ARE BASED UPON REAL TIME KINETIC, 1RTKj OBSERVATIONS JTIL121NG A SPECTRA SP80GLOBAL POSITIONING SYSTEM, (GPS) DERIVED FROM THE FLOROA DEPARTMENT OF TRANSPORTATION fPRN NETWORK FOR DlSTRICT 5 AND ARE RE•ERENCED TO THE FLORIDA STATE PLANE CCORr:INATE' SYSTF . NORTfl M/ERICAN DATL'M, 1983, 2012ADJUSTh(ENTjNAOOJ1:,012) FLORIDA EAST ZONE

AL=2816 ;-:ir% iri:; ;_; •_/

AL=41.07'R=55000DEL=4°13'43" CB=N41'16''42"VIICH='41.06'

Al=48.™' R:=300.00' DEL=B'10'2 CB,,,N43"43'34"WCH•47.99'

C 129.11'
1
"'--s 1•41'11"'1/11120.oo·

t

"'v:

r
·	00

'1139'46'26"E	r/4$ECTION LINE	_

Elchibil"A"

1  BEARING REFERENCE:: A:;SUMl:D !:!EARING OF Noo•4n)5"E ON mE EAST RIGHT-OF-WAY LINE OF ST JOHNS MERITM3E PARKWAY
70C/Wlf)F, IMF>fiOVED PUBLIC RIGHT-OF-WAY, OFFICAL RECORDS BOOK7491, PAOE 1713, BREVARD COUNTY FLORIDA

Pl.AT NOTES

RIVERWOOD AT EVERLANDS PHASE 2
SECTIONS 20 AND 21, TOWNSHIP 28 SOUTH, RANGE 36 EAST
CITY OF PALM BAY, BREVARD COUNTY, FLORIDA

'"-': _   !v.-..1!!.l 1 I	,	PLAT BOOK ..:lle._. PAGE .J.!:L_

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DESCRIPTION
:;L:  OF LANO ltl SECTIONS 20 AND 21, TO'M'ISHIP 28 SOUTH, RANGE 36 EAST, BREVARD COUNTY, FLORIDA, MORE PARTICULAFtLY DESCRIBED AS

COMMENCE AT THE NORTHW'EST CORNER OF COMMERCIAL PARCH C.1, AS D'ESCRIBED IN OFFICIAL RECORDS BOO!( 5750, PAGE 7114e, PUBLIC RECORDS

responsibilitiesshallnolbel!1eCilyofi>.1meay-

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2. SURVEY MONUMENTATION 'WITHIN THE SUBDIVISION SHAU. fJF SH IN ACCORDANCE 'WITH FLOfUOASTATUTES CHAPTERS 177.091( ) & 177.og1(Qi

:,_  UNLESS OTHER,VISE NOTED ALL LINES A.RE RADIAL

ALL LOT DRAl! E ISPfllVATEAND ISH) BE W..INTAlNED BYTJ--IEINDIVIDUAL LOTO'MER, me DECLARED LWNTENANCC ENTITY ilE HOMEOVVNER ASSOCIATION}

!>. ALL PLATTED UTILITY EASFMENTS SHAU PROVIOE THAT SUCH EASEMENTS SHALL ALSO BS EASEMENTS FOR HE COMSTRUCTION. INSTALLATION. M"'INTF.NANCE AND OPERATION OF CABLE THEVl!;ION SERVICES; PROV10EO, l'fOl'IEV£R, HO SVCH CONSTRUCTION, INSTALLAllOt-1. MAINTENANCE AND OPERATION OF CAlll.ETHEVISIOH SERVICES SHALL INTERFERE \Mltt THE FACIUTIES AND 51:RVICES OF AN ELECTRIC, TELEJ>HONE, GAS, OR OTI-IER PUBLIC UTILITY. IN THE EVENT A CABl.E TELEV1SJOH COMPANY DAMAGES THE FACILmES OF A PUBLIC UTILITY IT SHALL SE SOlEL Y RESF'ONSIBlE FOR THE DAMAGES. THIS SECTION SH.All NOT APPLY TO THOSE PRIVATE EASEMENTS GRANTED TOOR OBTAINED BY A PARTICULAR ELECTRIC. TELEPHOHE, GAS, OR OTHER PlMLIC UTILITY SUCH CONSTRUCTION INSTALLATION, MAJNTEN-',NCE, ANO OPERATION SHALL COMPlY IMTHTHE N,UIQNAL ElECTRICAL $1,J"ElY COOE AS "°°"1£0 BY THE FLORID,\ PIJ8LIC SERVICE COMMISSION

B.  UNLESS OTHERWISE NOTEO Tl-tCRC IS HEREBY OEDICA TED OVER ANO ACROSS THE FRONT OF ALL LOTS AHO TitACTl! ABUTTING Afl)
COINCIDENT IMTH THE µRIVATE RIGHTS-OF•WAY, A 10 FOOT \MOE PERPET1JALPU8l.lC UTILITY EASEMENT.

7  A 5.00 FOOT OMDE PUBLIC VTIUTY ANO PRIVATE DRAINAGE EASEMENT IS HEREBY DEDICATED At.ONG All GIOE LOT U'IES WlllllN
8LOCK"E". "'F" "G" ANll "H""6 SHOWN ON "SIDE lOT EASEMEHfOHAU. 6', UN.ESS OlttER'MSE NOTEO. E E THAN ONE lOT, OR PAATS OF ONC OR MORE LOTS, ARE USEO AS A SINGI..E!JUII..DING SHE ONLYTI-EOUTER 80\JM:IAA:IES OF THE 8-Ull.OING SITE SHAU CAARY me SIOE EASEMENTS

-  LOTS A.ND TRACTS ABUTTING ANY EXISTING STORM WA-rER LAKE AND TRACT, OR FLOW WAYS, WETl.ANOS AND MN Om ER STORM WATER MANAGEMENT FACILITIES CONSTRUCTFD SUBSEQUENT TO THIS PLAT SHA!.L NOT HAVE RIF'ARIAN RIGHTS IMm RESPECT TO ANY SUCH TRACTS AND DRAINAGE FACILITIES. INCLUDING 'MTHOUT LIMITATION, ANY DRAINAGE PONDS OR LAKES, DRAINAGE STRUCTURES OR AQUATIC'.LANDSCAPE f'!::ATURE!i WHICH MAY BE CONSTRUCTED 'MTHIN SJ'JD FACILITIES.
PER THE SIJPP\..EMENTAL DRAINAGE EASEMENT EXPANSION OR RELOCATION AGREEMENT AS RECORDED !N OFFICIAL RECORDS BOOK 0015, l'AGt: 1507·15 9, PUBLIC RECORDS OF BREV/\RD COUNTY, FLOROA, THE CITY OF PALM BAY SHALL BE RESPONSIBI E FOR ALL

OF BREVARD COUNTY, f'L<JRIOA !SAID POINT ALSOSEINGA POINT ON THE CURVED EAST RIGHT-OF-WAY LINE OF ST JOHNS HERITAGE PARKWAY, A 200 FOOT WIOC PUBLIC RIGHT·OF•WAY AS DESCRIBED IN OFFICIAL RECORDS BOOK 7'-491, PAGE 1713, PUBLIC RECORDS OF BREVARD COUNTY FLORIDA) AND RUN Al.ONG THE ARC Of SAID CURVED RtGHl-OJ'•WAY LIN!:,'SAID CURVE l!EING CURVED CONCAV£ TOTI1E !IOUTHYJEST AND HAVING A RADIUS OF 1200.00 FEET, A CENTRAi.ANGLE O,F.l!>'5S". A CHORD LENGTH OF 96.29AND A CHORD BEARI OF N13"33'2l'W), A O!ST.v-lCE OF 98.31 FEET TOA POINT Of­ REVl:RSE CURVATURE· THENCE:Al.ONG TttE AAC OF SAID CURVE AND COHTIMUNGAl.0NGSAIO RIGHT·OF-WAY LINE, !SAID CURVE BEING CURVED CONCAVE TO THE EAST AND HAVlt'G A RADIUS OF 800.00 FEET, A CEN"TRAI. NtGLE OF 2t'02'56", .t, CHORO LENGTH OF 292 25 FEET ANO A CHORD BEARING Of N05"1 . ADISTANCE OF 293,90 FEET TO THEE.NO OF S.AID CURVE; TI-lENCE CONTINUE Al.ONG SAIO RIGHT.()F•W"-V UNE N05"19'06"£ A DISTANCE OF
24'11.26 FEE"l TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRl!ED, (SAilPOINT A.I.SO BEING THE NORTHWEST CORNER OF RIVERV.000 AT EVE.f.L/\NO$ • PHASE 1, "-CCORDING TO Tl-tE Pt.AT THf.REOF N3 RECORDED IN PLAT 800K74, PAGE n.P\JBLIC RECORDS Ot" llffl:VARD
COUNTY, FLORICl,\j; THENCE CONTIUUE ,o.,t.ONG SAID RIGHT -WAY LINE l«l5"19'06'EADISTANCE OF 59.ISO FEET TO THE BEGINNING OF A CURVE TOTl-lE LEFT; HU':NCE AlONO THE ARC OF SAID CURVE ANO CONTINUING Al.ONG SAE RIG-IT-OF-WAY LINE, (SAIO CURVE BEING CVHVU> COHCAVE TO THE WEST ANO HAVING A RADIUS OF 1200.00 FEET, A CENTRl\l ANGLE OF 4"38'01", A CHOfID l.EHGTl-1 OF 97.02 FEET ANO A CN0R0 SEARING OF N!l3"00U5"!;). A DISTANCE Of 97.GI FEET TO TIIE END OF SAIO CURVE, THENCECONTINUEM..ONG SAil RIGHT-Of.WAY LINE N00"41'05"E A DISTANCE OF 582.19FEET TO TIE SOUTH RIGHT-OF-WAY LINE OF MELBOURNE-TILLMAN W-'<TER CONTROi.DiSTRiCT CAHAi. FFTY FOUR; THENCES89"3Tl2"E, ALONG SAID RIGHT-OF-WAY
LINE A DISTANCI: OF 33.67 Ft:ET TO THE WESTLINE <J' THE NORTHW£ST ONE.OUARTEROF SAID SECTIO!i 21: THENCE N89'"6'53"E, CONT1HtJINO ALONG SAID SOUTH RIOHT-OF·WA.Y LINE, A DISTANCE OF 1973.79 FEET TO THE 'McSTUNE OF TI-iE EAST ONE HALF OF me NORTl-£	ST ONE QUARTER OF rnF.
NORTHWEST ONE OUA.IUER OF SAID SECTION 21, THENCE S00-4500'W Al.ONG SAID WESTLINE A DISTANCE OF 613.6tl FEET TO THE SOUTt1EAST CORNER OF mE NORmM:STONE QUARTER <J' me NORTHEAST ONE QUARTER OF mE NORTH'M::STONEOUAATER OF SAID SECTION 21; TI-IENCE S69"-46'41'W A DISTANCE OF 658 09 fFET TO THE SOUTHWEST CORNl::1-:Of ltff: NOIHHW'ESTONE OUARTER OF mE NOffllEAST ONE OUAIHER Of' THE NORTHWEST ONE QUARTER OF SAID SECTION 21, (SAlD POINT ALSO Bel A POINT ON TIE BOUND,O,,RY OF SAlD RIVERWOOO AT EVERLANDS. Pl--4,._SE 1); mENCE ALONG TI-1E ElOUNDARY OF SAID RIVERWOOO Al" !: Rt.ANDS· PHASE 1, THE FOLLOWING FOURTEEN (1<1) COURSES AND OISTANCEIS: 1) lHENCc NOO' 'M"E, (SAID LINE
ALSO BEINO THE WEST LINE OF me NORTHWEST ONE QUARTER Of THE NORTI-1EAST ONE QUARTER OF THE NORTHWEST ONE QUARTER OF SAID SECTION 71), A DISTANCE OF es.so FEE 2)THENCE N7J'J5'3,IW, A DISTANCE OF 146.61 FEET m A NON-TANGENT INTERSECTION WrrH A CURV!;;TO THE RIGHT; 3)
TKENCE ALONG THE ARC OF SAID CURVE, (SAID CURVE BFING CURVFD CONCAVE TO THE SOUTHEAST, AND HAV1NG A RADIUS OF 515 00 FEET, A CENTRAL ANGLE OF 5"10-56", A CHORD BEARING OF N18"59'54"E, ANO A CHORD LENGTH OF 46.58 FEET), A DISTA.NCE OF 4e.58 FEET TO AN INTERSECTION WlrH A NON-TANGENT LINE TO THE NORTHWEST; 4) THENCE NGS'24'39W, ALONG SAID NON-TANGENT LINE, A DISTANCE OF 170.00 FEET TO A NON•TANGENT INTFRSECTION WITH A. CURVE TO niE LEFT: 51THCNCC ALONG Tl IE ARC OF SAlD CURVE, (SA!D CURVE BEING CURVfO CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF %500 FEET, A CENffiAL ANGLE OF 28'24'01', A CHORD BEARING OF sor23'11'W, ANO A CHORO LENGTH OF 336 07 FEET) A DISlANCE Of 339.5<1 FEET TO AN INTERSECTION WITH A NON-TANGENT LIN[: 6) THENCE N83"11'21l"E ALONG SAID NON-TANGENT LINC! TO THE NORTHF.AST, A

LOCATION MAP	Name. 1-wdin Hmarw,. Aulhoiitl!d SJg.-y Of Manaoer N	N'IS	 \Mlnew

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580MADl'SON AVER. 13 NEW YORK, NY 10022
STATEot=Nf'NYORK  COUNTY OF
;;;:::; :;::_w =. ,G",j ri,;n
HoudinKonarvar,Authortze<:!Sigr,•k>'yfOfManagetolt!ieeibovlii llrnited Wabilifycompany,10meknow,,10bethein<livldualando1Ticerd911Cfibedinand  whoexitCUtedthe/oregoolgDedica!iooendi,.,,..,.11yacl<nc..aeQ th executiootherooflobelhei<lree•ct•ndc!1.CHSuchotficerthtlr11unlOd\Jly ac1thori:zed:thatoffi.:ialHal 1aidw,-poratlonl!du!)'afflxedthereto;andth,,t

t1r:rENANCE OF ALL PUBLIC ORAINAGI:: t:AS!::Ml::NTS AND rnAcrn·c-, "()", "E" AND "f" AS s .  NOTED ANO/OR DEDICATED ON THIS

THERE IS HEREBY DEDiCATfD TO THF CITY OF PALM BAY, FLORIDA A PUBLIC DRAINAGE EASEMENT OVER AND ACROSS TRACTS •c•
U'_ "f'" ANil "F" FOi'< THF PURPOSES OF INSTALLATION, MAINTENANCE', ACCESS ANO REPAIR OF PU8UC OFWNA.OE FACILtneS
ALL INTERNAi. ROADWAYS ARE DESIGNATED AS TRACT •r AND SKALL BE PRIVATE ANO SHALL BE DIMEO AND MA,IHTAINEO BY THE RlVERWU()O AT EVEl'iLANOS HOMEQl'.NEflS ASSOCIATION. !NC.. ITSSUCCESSORS ANOl'ORASSIGN& AN t«lRESSIEGRESS EASEMENT IS HEREBY ORANTEDTOTHE CITY OF PAl.M BAY FOR EMERGENCY VEHICLE ACCESS OVER ANO ACROSS TRACT •z:-
1J. THf.Rf IS t!f.Rf.F.IY DEDICATED TO THE CITY OF PAU.1BAY. HORIOAAN EASEUENT FOR 1l£ PURPOSES OF INSTA.l.U.TION, MAINTl:NANCE ACCESS AHO RF,PAIFI.OF A PUBl IC SANITARY SEWcR llNE AND ASSOCIATED FACl.lTIES OVER AN:IACROSS TRACT'T.

mEfl:E IS HFFIE8Y 0£01CATEOTO THE CITY OF PALM AAY, FLORIDA AH EASEMENTFORTHE PUWOSES OF INSTALLATION, MAINTENANCE, ACCESS ANO Rf.PAIR OF A PUBLIC POTAEII.E. WATER LINEAND .-.ssoc:i,.reo F.-.Cl.fTIE6 OVER AHO ...cROSS TRACT "r'
riv.er TIS HEREBY OEOICAn'.D FOR PRIVATE USE AND AS A COMMON VEHICLE ANO PEOFSTRIAN WAY ACCESS tASEMENTFOR Tl-£ USE, ,..,,._INT"afNICE. ANO BBEFIT <J' AlllOTS IMTHIN RNERWOOOATEVEHLANDS AND I OH. INGRESS ANO EGRESS FROM EACH LOT TO THE ABUTTING f'IJ8LIC STREETS.

1G. THERE IS HEREBY DEO!CATEOTO TI-IE CITY OF PALM SAY, A PUBUCDRAJNAGE FASEMEHT OVER, UNDER ANO ACROSS TRACT"r AT
rne LOCATIOt-lS OF THE P!JBUC OR,l,l E EASEMENTS NOTED AND SHaM-, INBLOCKS "A", -c· 'E'' AND .G"' THESE EASEMF.NTS SHALL SE
OF THE SAME 'MOTH ASTI-IOSE GRAPHICAU.YSHCMt,IAND NOTID!N THE lll.OCl<!i tMMEOHERF.(N

17. me CITY OF P'ALM BAY, FLORIDA. BREVARD TY. HOR!OA. STATE OF HOOiDA ANO THE FEOERALOOVERNIAF.NT OF THE UNITED STATES OF AMER.K:A SHAU. BE AU.OWED ACCESS ON TRACT "r.PEDESTRIAN WAYS, EASfMF.NTS ANtJ COMMON <)PEN SF"ACE TO ENSURE AND PROVICE THE F'OLU::E; A"IJ FREPROTECTION OF THE AREA, AND TO CONTROL rnc I IEPJ.rn ANO SAFETY OF THE RESIDENTS M,/D
GUESTS OF RIVERW:,OD -',T EVERLANDS.

DISTANCE OF 120.00 FEET TO A NON-TANGENT INTERSECTION 'MTH A CURVE TO mE RIGHT; 7) THENCE ALONG TI-1E ARC OF $AID CURVF_(SAID CURVE
BEING CURVED CONCAVE 'rO THE SOUTHWEST, AND HAVING A RAOIUS OF 1150.00 FEET, A CENTRAL ANGLE OF 3'01"J1", A CHORD BEARING OF S05"14' "E AND A CKORD LENCTH OF 02 72 FEET). A DISTANCE OF 62 73 FEET TO A N010660,710N-TANGENT INTERSECTION WITI-t A CURVE TO THE LEFT; a) THENCE ALONG TH€ ARC OF SAID CURVE, (SAID CLl'RVE BEING C\JRVED CONCAVE TO THE SOUTH, ANO HAVING A RAOt\JS OF 2370.00EF.T. A CENTRAL ANGLE OF 9"25'25", A CHORD BEARING OF NS2"17'!>4'W, AND A CHORD LENoGTH OF )Sg,36 FEET A DISTANCE OF 3e9.80 F'EETTO AN INTERSECTION 'NITH A
NON-TANGFNT tiNE TO THE SOUTH, 9) THENCE S02"59'24"W, ALONG SAID NON-TANGENT LINE, A DISTANCE OF 120,00 FEET· 10) THENCE S12'19'25'W, A DISTAt-teE OF 50.5G FEET, 11) mENCE S02'•11'33"W. A OISTA.NCE OF 12000 Ft:ET TO A NON·TAl,/GENT INTERSECTION WITHA CURVE lOTHE LEFT: 12> THENCE Al.ONG TH!: ARC OF SAIOCURVE, (SAIDCURVt BEING CURVED CONCAVE TO THE SOVTI-1, ANO HAVING A RAOIUS OF 2080.00 FEET. A CENTRAL ANGLE OF e·1a2r. A CHORD SEARING OF Sll8•4fl9'W, ANDA CHORDlENGTH OF 296.ro FEET), A DISTANCE OF 298.75 FEET TOA POrNT OF REVERSI' CURVATURE; !3) THEltCE Al.ONG THE ARC Of SAID CURVE. (SAID CURVE BENO CURVED CONCAVE TOTI'£ NORTHEAST. AND HAVING A RA[)IUSOF 350.00 FEET. A CENTRAL ANGLE OF 7f/"411'00'", A CHORD BEARING OF N55"29'2-4'W. ANOA CHORD LENGTH OF 44$>.0$ FEET)_A DISTANCE OF 4117 57 FEET TO AN INTERSECTION MTH .-.NON-TANGENT LINE ffiTHE WEST; M) lttENCE N64"40'54W.Al.ot«J SAIDNON-TANGENT LINE, A DISTANCE OF 153.01 FEETTOTl-lE POINT OF BEGINNING.CONTAINING 33 55ACRES, MORE OR LESS.

TRACT TABLE
TRACT ID	(AAC S) f  ••	TRACT USE	OWNERSHIP ANO MAINTENANCE ENTITY
TRACTC !	4.00  Nii8rit"';' OPEHS.f'AcE,lANDSCAPE : iN iNEC l l = ::RASSIGNS
	i		I:i; iNA' Nft1 f;; J ASSIGNS

l"l· _-:::::::o
-KE.Y-M,.A-P

thecledicatiooi,,tl,.,actand<leedctsaklcc,ri:,or tlon.

KNOWALLMENEIYTttESfPHE:SENTS,T"811!'1eutlder$lgned,l)el'IOalic:ensed nmress,onal"'-llveyOf,.o::lrn.:,pper,MKhe<eily y ... on09/08/2Q23he cornplmodfu.,bao.nby oflhillanasahcMflonlhelorego.,gplal;endthll saidplatwasllff'Pa"OOU!ld<lrhi&di1ectionood   -tha\Nidplal

..

,..,-;,u.,,a-1.ort1_>.e,,s ur.v.e.v.requreme,l\ll<>fC!lap(,e11n,pa,t1,FloridfS   ... 1111W.

1B. THE HOMEOWNERS ASSOCIATION $1,All HAVE THE PRIMARY MAINTENANCE llESPONSIBILITY FOR THE DRAINAGE FACILITIES CONSTR\JCTF.0 WITHIN THE PRIVATE EASEMENTS AND STORMWATER TRACTS, HEREIN GRANTED. HOWEVER, THE CITY OF PALM SAY SHALL
HAVE TltE RIGHT BUT NOT THE OBLIGATION, TO PERFORM MAINTENANCE OR TO MAKE EMERGENCY REPAIRS AS IT DEEMS NECESSARY OR DESIRABLE, AT THE EXPENSE OF me HOMEOWNERS' ASSOCIATION, INC., Tl1EIR SUCCESSORS, OR ASSIGNS

'"""

DRAINAGE, LANDSCAPE, AND OPEN SPACE :it: T gN ,i v l r;iic  :iR ASSIGNS
RIVERWOODATEVE"RLANOS HOMEO'M-IERS

19. THE LANDS SUBOIVIOE.D HEl'!E:ON ARE SUBJECT TO mE TERMS AND CONDITIONS OF THOSE CERTAIN COVE.NAN TS, CONDITIONS, AND RESTRICTIONS FOR RIVERw:>00 AT EVERLANDS AS RECORDED !N OFFICIAi. RECORDS BOOK 9967, PAGC 2433, PUBLIC RECORDS OF BREVARDCOUNTY.FLORIQA.

lD. THE LANDS SUBOIVll)EO HEREON ARE SUBJECT TO TI-E FOLLOWING: A ORDINANCE NO. 95-4& IN OFFICW.. RECORDS BODI( 2756, PAGE 1Q

B.ORDINANCE MO 20i\).32 ltJ OFFICIAL RECORDS BOOK 5030, PAGE 5'11 C.ORDINAHCE NO. 2004-37 IN OFFICIAL RECORDS BOOK 5352. PAGE 15'8.
D.RESERVED EASEMENTS AHO LICENSE RIGHTS AGREEMENT IN OFFICIAL RECORDS BOQII s,.68, P•GF 6696, FIRST AMEl\()l,,£NJ TO
RESERVED EASEMENTS AHOLICENSE RIGHTS AGREEMENT IN OFFICIAL RECOnDS BOOK 5507, PAOC 1769 CORRECTED FIRST AMENOtAENT TO RESER\/ED EA,Sa,ENTS ANO l.lCEN6E RIGHTS AGREEMENT lN OFFICIAi. RECORDS BOOK 5509, PAGE 439..

1:.01:CLARAllON01' EASf:MEHTS INOFFICW. RECORDS BOOK6149, PAGE 2612. SUPPLEMENTAi. tlftAIN'-.GE EAstMENT EXPANStot.l OR RELOCATION AGREEMENT IN OFFICIAL RECOffDS BOOl<8915, PAGE 1507_

TRACTF	I

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1---·"-···1
1
TRACT2

LANOSc;APE DRAINAGE AND OPC:N SPACE

l

VEHICULAR AND PEDESTRIAN ACCESS UTILITIES. DRAINAGE, AND SIDEW/\LKS

I I
I I	,
5•--l H_ '	II  HJ

ASSOCIATION. INC., ITS SUCCl:SSORS AND/OR ASSIGNS
RIVER'NOOD AT EVERLANDS HOMEOWNERS ASSOCIATION INC., ITS SUCCESSORS ANO/OR ASSIGNS j

:I'I

:' °r, 7.F::.. !ftJI hety ct

r.RESOLUTION 2021-6$ IH OfAC!AL RECORDS BOOl<9362, PAGE 16&4.

10- I;	--l 4.u.E	I
P.U.E.-1 1-	I D.E	1

._	v	••>'•"•,

D.E. I I	:	I

G.OECLARAHON roR EVE.RlANDSIN OFFICIAi.RECORDS BOOK . P"'-GE 1511

H. MEMORANDUM OF OPTION AGREEMEWT IN OFFICIAL RECORDS BOOK 9521, P"'-GE 2ll02

I. RECORDED NOTICE OF ENVIRONMF.NTAI. RESOURCE PERMIT IN OFFICIAL RECORDS SOOK !¥.i27, F"AGE 2708

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LOTX]: LOTX:

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J. NON-EXCI.USIVFA. ISEMENT AGREEMEWT !N OFFICIAL RECORDS BOOK 0079, PAGE 2273

K. ORDINANCE 2D:!2·12B IN OFFICIAL RECORDS BODI( 9720, PAGE 776

L. NOTICE OF COMMENCEMENT IN OFFtclAL RECORDS BOOK!/771, PAGE 7 1

M- z r;  ESTAfll..llSHMEWTOF THE EVERLANDS ti COMMUNITY DEVELOPMENT DISTAICT IN OFFICIAL RECOROO BOOK ll8-46,

NOTICE: lHIS Pl."-T, loS R! INmGRlAPHIC fORM, IS THE OFACtAL DEPICTION OF THE SU8DIVIOE0 I.ANOS OESCIJIIIIED HEREIN AND WILL IN NO CIRCU!h-,ANCES HE SllPPl.ANTEDINAUTHORITY BY ANY OTHER GRAPtllC OR DIGITAL FORM OFntE Pl.AT. TIERE IIAY BEAODmONAl RE$TRIC'TIOk5TKA"r ARl!:NOT RECOffOED ONTttlSPl.Af THAT MAY BE FOUNO IN THE PUBLIC RECORDS CY ntlS cot.lfff'I'.

SIDE LOT EASEMENT DETAIL "B"

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e.aE. CONSULTANTS, INC.

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,TE:03/011202• SIGN1:>AAWN: L£Hffi3..<;
, 1088071111_3111_001
1ECTll'f0860.710

Exhibit"A"

RIVERWOOD AT EVERLANDS PHASE 2
SECTIONS 20 AND 21, TOWNSHIP 28 SOUTH, RANGE 36 EAST
CITY OF PALM BAY, BREVARD COUNTY, FLORIDA

:; ;: BOOK  !]lt , PAGE ---15.......
5
SECTIONS 20AND 21, TOWNSHIP 2! SOUTH RANGE 38 EAST

KEY MAP

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NW CORNER OF SECTION 21, TOWNSHIP 2! SOUTH, RANGE
.0l	t36 EAST, CALCULATED POSITION. NOM,0,RKERFD OR SET

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