Rivers Edge
Community Development District May 16, 2018

Rivers Edge
Community Development District
475 West Town Place, Suite 114, St. Augustine, Florida 32092 Phone: 904-­‐‑940-­‐‑5850 -­‐‑ Fax: 904-­‐‑940-­‐‑5899

May 10, 2018

Board of Supervisors Rivers Edge Community Development District

Dear Board Members:

The Board of Supervisors Meeting of the Rivers Edge Community Development District will be held Wednesday, May 16, 2018 at 11:00 a.m. at the RiverTown Amenity Center, 156 Landing Street, St. Johns, Florida 32259. Following is the advance agenda for the meeting:

Roll Call
Audience Comments
Consideration of Resolution 2018-06, Supplemental Assessment Resolution
Consideration of Other Financing Related Matters
Approval of Minutes of the April 11, 2018 Meeting
Consideration of Resolution 2018-07, Approving the Proposed Budget for Fiscal Year 2019 and Setting a Public Hearing Date for Adoption
Consideration of Golf Cart Rules and Policies
Ratification of Agreement with Vesta Property Services, Inc. for River Club Amenity Management and Field Operation Services
Consideration of Amenity and Club Related Forms
Consideration of Kayak Rental Agreement
Consideration of Garden Club Documents
Consideration of Club Formation Documentation
Consideration of Acquisition of Series 2018 Project Improvements and Documents Related to Same
Other Business
Staff Reports
Attorney
Engineer – Ratification of Requisition No. 3
Manager – Report on the Number of Registered Voters (765)
Amenity Manager – Report
Field Services – Report
Supervisors’ Requests and Audience Comments
Financial Reports

Consideration of Tri-Party Funding Request No. 60
Balance Sheet & Income Statement
Assessment Receipt Schedule
Approval of Check Registers
Next Scheduled Meeting – June 20, 2018 @ 11:00 a.m. at the RiverTown Amenity Center
Adjournment

The third order of business is consideration of resolution 2018-06, supplemental assessment resolution. A copy of the resolution is enclosed for your review and approval.

Enclosed under the fifth order of business is a copy of the minutes of the April 11, 2018 meeting for your review and approval.

The sixth order of business is consideration of resolution 2018-07, approving the proposed budget and setting a public hearing date for adoption. A copy of the resolution is enclosed for your review and approval. Copies of the budget will be provided under separate cover.

The seventh order of business is consideration of golf cart rules and policies. Copies of the policies are enclosed for your review and approval.

The eighth order of business is ratification of agreement with Vesta Property Services, Inc. for River Club Amenity Management and Field Operation services. A copy of the agreement is enclosed for your review.

The ninth order of business is consideration of amenity and club related forms. Copies of the kayak rental agreement, garden club documents, and club formation documents are enclosed for your review and approval.

The tenth order of business is consideration of acquisition of series 2018 project improvements and documents related to same. Copies of the acquisition documents are enclosed for your review and approval.

Under financial reports, copies of the balance sheet and income statement, tri-party funding request, assessment receipt schedule, and check register are included for your review.

The balance of the agenda is routine in nature. Staff will present their reports and any additional support material will be presented and discussed at the meeting. I look forward to seeing you at the meeting and in the meantime if you have any questions, please contact me.

Sincerely,

James Perry

James Perry

cc:	Jere Earlywine	Jennifer Gillis	Jason Davidson	
	Gabriel McKee	Jennifer Kilinski	David Provost	
	Karen Jusevitch	Ryan Stilwell	Dan Fagen	

AGENDA

Rivers Edge
Community Development District
Agenda

Wednesday	RiverTown Amenity Center
May 16, 2018	156 Landing Street
11:00 a.m.	St. Johns, Florida 32259
Staff Call in #: 1-800-264-8432
Passcode: 653314 www.riversedgecdd.com

Roll Call

Audience Comments

Consideration of Resolution 2018-06, Supplemental Assessment Resolution

Consideration of Other Financing Related Matters

Approval of Minutes of the April 11, 2018 Meeting

Consideration of Resolution 2018-07, Approving the Proposed Budget for Fiscal Year 2019 and Setting a Public Hearing Date for Adoption

Consideration of Golf Cart Rules and Policies

Ratification of Agreement with Vesta Property Services, Inc. for River Club Amenity Management and Field Operation Services

Consideration of Amenity and Club Related Forms
Consideration of Kayak Rental Agreement

Consideration of Garden Club Documents

Consideration of Club Formation Documentation

Consideration of Acquisition of Series 2018 Project Improvements and Documents Related to Same

Other Business

Staff Reports
Attorney

Engineer – Ratification of Requisition No. 3

Manager – Report on the Number of Registered Voters (765)

Amenity Manager – Report

Field Services – Report

Supervisors’ Requests and Audience Comments

Financial Reports
Consideration of Tri-Party Funding Request No. 60

Balance Sheet & Income Statement

Assessment Receipt Schedule

Approval of Check Registers

Next Scheduled Meeting – June 20, 2018 @ 11:00 a.m. at the RiverTown Amenity Center

Adjournment

THIRD ORDER OF BUSINESS

RESOLUTION 2018-06

A RESOLUTION MAKING CERTAIN FINDINGS; APPROVING THE SUPPLEMENTAL ENGINEER’S REPORT AND SUPPLEMENTAL ASSESSMENT REPORT; SETTING FORTH THE TERMS OF THE SERIES 2018 BONDS; CONFIRMING THE MAXIMUM ASSESSMENT LIEN SECURING THE SERIES 2018 BONDS; LEVYING AND ALLOCATING ASSESSMENTS SECURING SERIES 2018 BONDS; ADDRESSING COLLECTION OF THE SAME; PROVIDING FOR THE APPLICATION OF TRUE-UP PAYMENTS; PROVIDING FOR A SUPPLEMENT TO THE IMPROVEMENT LIEN BOOK; PROVIDING FOR THE RECORDING OF A NOTICE OF SPECIAL ASSESSMENTS; AND PROVIDING FOR CONFLICTS, SEVERABILITY, AND AN EFFECTIVE DATE.

WHEREAS, the Rivers Edge Community Development District (“District”) has previously indicated its intention to undertake, install, establish, construct, or acquire certain public infrastructure improvements and to finance such public infrastructure improvements through the imposition of special assessments on benefitted property within the District and the issuance of bonds; and

WHEREAS, the District’s Board of Supervisors (“Board”) previously adopted, after notice and public hearing, Resolution 2016-05, relating to the imposition, levy, collection, and enforcement of such special assessments; and

WHEREAS, pursuant to and consistent with the terms of Resolution 2016-05, this Resolution shall set forth the terms of bonds to be actually issued by the District and apply the adopted supplemental special assessment methodology to the actual scope of the project to be completed with such series of bonds and the terms of the bond issue; and

WHEREAS, on May 17, 2018 the District entered into a Bond Purchase Agreement whereby it agreed to sell its $7,050,000 Rivers Edge Community Development District (St. Johns County, Florida) Capital Improvement Revenue Bonds, Series 2018 (“Series 2018 Bonds”); and

WHEREAS, pursuant to and consistent with Resolution 2016-05, the District desires to set forth the particular terms of the sale of the Series 2018 Bonds and confirm the levy of special assessments securing the Series 2018 Bonds (“Series 2018 Assessments”).

NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF RIVERS EDGE COMMUNITY DEVELOPMENT DISTRICT AS FOLLOWS:

SECTION 1. AUTHORITY FOR THIS RESOLUTION. This Resolution is adopted pursuant to the provisions of Florida law, including without limitation Chapters 170, 190, and 197, Florida Statutes, and Resolution 2016-05.

SECTION 2. MAKING CERTAIN FINDINGS; APPROVING THE SUPPLEMENTAL ENGINEER’S REPORT AND SUPPLEMENTAL ASSESSMENT
REPORT. The Board hereby finds and determines as follows:

On June 15, 2016, the District, after due notice and public hearing, adopted Resolution 2016-05, which, among other things, equalized, approved, confirmed, and levied special assessments on property benefitting from the infrastructure improvements authorized by the District. That Resolution provided that as each series of bonds were issued to fund all or any portion of the District’s infrastructure improvements, a supplemental resolution would be adopted to set forth the specific terms of the bonds and to certify the amount of the lien of the special assessments securing any portion of the bonds, including interest, costs of issuance, the number of payments due, the true-up amounts, and the application of receipt of true-up proceeds.

The Amended and Restated Master Improvement Plan dated April 2, 2018 (“Master Project”), as supplemented by the Engineer’s Report Series 2018 Bonds, dated April 2, 2018, both prepared by the District Engineer, Prosser, Inc. and attached to this Resolution as Exhibit A, (collectively, “Engineer’s Report”), identifies and describes the presently expected components of the infrastructure improvements to be financed in whole or in part with the Series 2018 Bonds (“Series 2018 Project”), and sets forth the costs of the Series 2018 Project as
$17,073,030.25. The District hereby confirms that the Series 2018 Project serves a proper, essential, and valid public purpose. The use of the Engineer’s Report in connection with the sale of the Series 2018 Bonds is hereby ratified.

The Special Assessment Allocation Report dated May 16, 2018 (“Supplemental Assessment Report”), applies the adopted Master Special Assessment Methodology Report, dated May 18, 2016, and approved by Resolution 2016-05, as amended herein and approved as to Tables 3 and 4 by adoption of this Resolution, and each as are attached to this Resolution as Exhibit B (“Master Assessment Report”), to the Series 2018 Project and the actual terms of the Series 2018 Bonds. The Supplemental Assessment Report is hereby approved, adopted, and confirmed. The District ratifies its use in connection with the sale of the Series 2018 Bonds.

The Series 2018 Project will specially benefit all of the developable acreage in the District, as set forth in the Supplemental Assessment Report. It is reasonable, proper, just, and right to assess the portion of the costs of the Series 2018 Project financed with the Series 2018 Bonds to the specially benefitted properties within the District as set forth in Resolution 2016-05 and this Resolution.

SECTION 3. SETTING FORTH THE TERMS OF THE SERIES 2018 BONDS; CONFIRMING THE MAXIMUM ASSESSMENT LIEN SECURING THE  SERIES 2018
BONDS. As provided in Resolution 2016-05, this Resolution is intended to set forth the terms  of the Series 2018 Bonds and the final amount of the lien of the Series 2018 Assessments securing those bonds. The Series 2018 Bonds, in an aggregate par amount of $7,050,000 shall bear such rates of interest and mature on such dates as shown on Exhibit C attached hereto. The sources and uses of funds of the Series 2018 Bonds shall be as set forth in Exhibit D. The debt service due on the Series 2018 Bonds is set forth on Exhibit E attached hereto. The lien of the Series 2018 Assessments securing the Series 2018 Bonds, which includes those lots and lands set

forth in the Series 2018 Assessment Roll included in the Supplemental Assessment Report, shall be the principal amount due on the Series 2018 Bonds, together with accrued but unpaid interest thereon, and together with the amount by which the annual assessments shall be grossed up to include early payment discounts required by law and costs of collection.

SECTION 4. LEVYING AND ALLOCATING THE SERIES 2018  ASSESSMENTS SECURING SERIES 2018 BONDS; ADDRESSING COLLECTION OF THE SAME.

The Series 2018 Assessments securing the Series 2018 Bonds shall be levied and allocated in accordance with Exhibit B. The Supplemental Assessment Report is consistent with the District’s Master Assessment Report. The Supplemental Assessment Report, considered herein, reflects the actual terms of the issuance of the Series 2018 Bonds. The estimated costs of collection of the Series 2018 Assessments for the Series 2018 Bonds are as set forth in the Supplemental Assessment Report.

The lien of the Series 2018 Assessments securing the Series 2018 Bonds includes those lots and lands set forth in the Series 2018 Assessment Roll included in the Supplemental Assessment Report (“2018 Assessment Area”), and as such land is ultimately defined and set forth in site plans, plats or other designations of developable acreage. To the extent that land is added to the District, the District may, by supplemental resolution at a regularly noticed meeting and without the need for public hearing, determine such land to be benefitted by the Series 2018 Project and reallocate the Series 2018 Assessments securing the Series 2018 Bonds in order to impose Series 2018 Assessments on the newly added and benefitted property.

Taking into account any capitalized interest and earnings on certain funds and accounts as set forth in the Master Trust Indenture, dated November 1, 2006, and Fourth Supplemental Trust Indenture, dated April 1, 2018, the District shall for Fiscal Year 2018/2019, begin annual collection of Series 2018 Assessments for the Series 2018 Bonds debt service payments using the methods available to it by law. Beginning with the first debt service payment on November 1, 2018, there shall be thirty (30) years of installments of principal and interest, as reflected on Exhibit E.

The District hereby certifies the Series 2018 Assessments for collection and directs staff to take all actions necessary to meet the time and other deadlines imposed for collection by St. Johns County and other Florida law. The Board each year shall adopt a resolution addressing the manner in which the Series 2018 Assessments shall be collected for the upcoming fiscal year. The decision to collect Series 2018 Assessments by any particular method
– e.g., on the tax roll or by direct bill – does not mean that such method will be used to collect Series 2018 Assessments in future years, and the District reserves the right in its sole discretion to select collection methods in any given year, regardless of past practices.

SECTION 5. CALCULATION AND APPLICATION OF TRUE-UP PAYMENTS.
The terms of Resolution 2016-05 addressing True-Up Payments, as defined therein, shall continue to apply in full force and effect.

SECTION 6. IMPROVEMENT LIEN BOOK.  Immediately following the adoption  of this Resolution the Series 2018 Assessments as reflected herein shall be recorded by the Secretary of the Board of the District in the District’s Improvement Lien Book. The Series 2018 Assessments against each respective parcel shall be and shall remain a legal, valid and binding first lien on such parcels until paid and such lien shall be coequal with the lien of all state, county, district, municipal, or other governmental taxes and superior in dignity to all other liens, titles, and claims.

SECTION 7. ASSESSMENT NOTICE. The District’s Secretary is hereby directed to record a Notice of Series 2018 Assessments securing the Series 2018 Bonds in the Official Records of St. Johns County, Florida, or such other instrument evidencing the actions taken by the District.

SECTION 8. CONFLICTS. This Resolution is intended to supplement Resolution 2018-05, which remains in full force and effect. This Resolution and Resolution 2016-05 shall  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 9. SEVERABILITY.  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 10. EFFECTIVE DATE. This Resolution shall become effective upon its adoption.

APPROVED and ADOPTED, this 16th day of May, 2018.

ATTEST:	RIVERS EDGE COMMUNITY DEVELOPMENT DISTRICT

Secretary/Assistant Secretary	Chairperson, Board of Supervisors

Exhibit A:	Amended and Restated Master Improvement Plan dated April 2, 2018 and
Engineer’s Report Series 2018 Bonds dated April 2, 2018
Exhibit B: Master Special Assessment Methodology Report, dated May 18, 2016 and Special Assessment Allocation Report dated May 16, 2018, including Series 2018 Assessment Roll
Exhibit C:	Maturities and Coupon of Series 2018 Bonds
Exhibit D:	Sources and Uses of Funds for Series 2018 Bonds
Exhibit E:	Annual Debt Service Payment Due on Series 2018 Bonds

2018 AMENDED AND RESTATED MASTER IMPROVEMENT PLAN FOR THE RIVERS EDGE COMMUNITY DEVELOPMENT DISTRICT

Prepared for:
Boards of Supervisors
Rivers Edge Community Development District

Prepared by:
PROSSER, Inc.
13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224
904-739-3655

113094.60	April 2, 2018

INTRODUCTION

The Development
RiverTown is a 4,176.53‐acre mixed‐use master planned development (the “Development” or “RiverTown”) located along the east bank of the St. Johns River, approximately thirty‐three (33) miles southwest of downtown Jacksonville in northwest St. Johns County, Florida. A map identifying the general location of the Development is attached as Exhibit A.
The Development is an approved Development of Regional Impact, approximately 3,995 acres of which is the RiverTown Planned Unit Development. The balance of the Development is located  in the RiverTown Planned Rural Development (“PRD”). Approved development within RiverTown generally consists of single and multi‐family residential, commercial, retail, office, educational, light industrial, and various open space, recreational and park uses. The master development plan and the current expected land uses in the Development are further described in Exhibit B to this report.
In March 2014, Mattamy RiverTown, LLC, a Delaware limited liability company purchased from the original developer of RiverTown, The St. Joe Company, all of its remaining land and collateral rights in and became the Master Developer of RiverTown. On December 1, 2017, Mattamy RiverTown, LLC transferred all of its land and rights to its affiliate, Mattamy Jacksonville, LLC (the “Master Developer”),
The District
The Rivers Edge Community Development District (“Rivers Edge” or the “District”) and the Main Street Community Development District (“Main Street,” and together with Rivers Edge, the “Original Districts”), were established by Rule 42FFF‐1, Florida Administrative Code (the “Rivers Edge Rule”), adopted by the Florida Land and Water Adjudicatory Commission (“FLWAC”), and Ordinance No. 2006‐40, adopted by the Board of County Commissioners in and for St. Johns County, Florida (the “County”), respectively. The Original Districts, local units of special‐purpose governments, were established for purposes of, among other things, financing and managing the acquisition, construction, maintenance and operation of public infrastructure necessary for development to occur within RiverTown.
After establishment, the Original Districts determined that it was in their individual and collective best interests to adopt a common capital improvement program, the result of which was the Improvement Plan dated October 17, 2006 (the “Original Improvement Plan”). Pursuant to an Interlocal Agreement dated July 30, 2007 (the “Interlocal Agreement”), the Original Districts also agreed to jointly exercise their powers and authority to efficiently finance, construct and acquire infrastructure comprising a portion of the Original Improvement Plan.
As a result of changes to the development plan for RiverTown, the Original Districts pursued merger in accordance with section 190.046(3), Fla. Stat. Effective September 6, 2011, Rule 42FFF‐1.002, Florida Administrative Code, merged Main Street into and with Rivers Edge. As the surviving entity, Rivers Edge assumed all indebtedness of, received title to all property owned  by, and assumed the powers and authority of, Main Street, pursuant to the Merger Agreement, dated July 1, 2010, entered into by and between the Original Districts. The Notice of Merger was recorded in the St. Johns County Official Records, Book 3473, Page 1648.
On November 19, 2014, the Board of Supervisors for the District (the “Board”) adopted a resolution directing District staff to file a petition with FLWAC requesting adoption of an

amendment to the Rivers Edge Rule revising the boundary to remove approximately 2,500 acres of land. The purpose of the contraction was to accommodate changes in market conditions and the development plan, as well as to finalize the “central core” of the Development extending along Orange Branch Trail from CR 244 (Longleaf Parkway) to the St. John River. On June 27, 2017 a final rule amending the District’s boundaries was made effective and the current boundary of the District is included as a part of Exhibit D (the “Boundary Amendment”).

PURPOSE AND SCOPE OF IMPROVEMENTS

The District was established for the purpose of financing or acquiring, constructing, maintaining and operating all or a portion of the infrastructure necessary for community development within the District.
The Original Districts, in 2006, issued a total of three series of bond anticipation notes in the principal amount of $10 million each and additionally issued $13,980,000 Capital Improvement Revenue Bonds, Series 2008A and $19,350,000 Capital Improvement Revenue Bonds, Series 2008B (collectively the “Series 2008 Bonds"), the proceeds of which were used to finance a portion of the District infrastructure improvements constructed to date and as more specifically detailed in the Master Improvement Plan. The District intends in 2018 to issue Capital Revenue Bonds, Series 2018, to financing the remaining improvements in the Restated Improvement Plan (hereinafter defined).

Purpose of this Restated Improvement Plan

The purpose of this 2018 Amended and Restated Master Improvement Plan for the Rivers Edge Community Development District (the “Restated Improvement Plan”) is to update the 2016 Amended and Restated Master Improvement Plan (“2016 Improvement Plan”), which updated the Original Improvement Plan to refine the improvements to be financed, constructed and acquired after the Boundary Amendment, and to update the proposed infrastructure improvements and costs associated therewith.

RESTATED IMPROVEMENT PLAN

This Restated Improvement Plan identifies the improvements necessary for effective and efficient development of the Development after the Boundary Amendment and taking into consideration additional improvements and actual costs for completed and ongoing components of the Restated Improvement Plan. These improvements include master transportation improvements, minor collector roadways, master drainage improvements, master utility facilities, master landscape improvements, master recreation improvements and neighborhood infrastructure. All of the elements within the Restated Improvement Plan remain the same as the 2016 Improvement Plan, however, in response to market conditions the Restated Improvement Plan has been updated to include a larger Entry Feature at Orange Branch Trail, additional landscaping and irrigation improvements thereon, and to provide an update on actual costs incurred for the components completed or under construction in the Restated Improvement Plan to date. The following is a general description of the improvements comprising the Restated Improvement Plan:

Master Transportation Improvements

The District has and presently intends to finance, design, construct and/or acquire certain on‐ and off‐site master transportation improvements serving the Development. Construction of the roadways will require, among other things, maintenance of traffic, clearing and grubbing, fill, roadway base and subgrade, curb and gutter, grassing, asphalt, striping, signage and sidewalks, as required by applicable St. Johns County land development regulations and Florida Department of Transportation standards.

CR 244/CR 16A: Consists of total length of approximately 3.5 miles of roadways. CR 244 is a four‐lane urban section, divided by a median, and approximately .5 miles is two‐lane rural section for relocation of CR 16A. This roadway project was constructed and has been dedicated to St. Johns County for ownership and maintenance. Landscaping improvements along the corridor remain the maintenance responsibility of the District.

CR 223: Consists of approximately 3 miles of roadway to be completed in two phases. Phase I will consist of two‐lane undivided urban section with improvements for turn lanes at the north and south intersections. Portions of the Phase I improvements have been constructed, however final construction has been put on hold pending further development with the District. Phase II will consist of constructing another two‐lane urban section, with median, to complete the four‐lane urban section with median.

State Road 13: Consists of standard widening and addition of turn lanes, portions of which will only require the milling and resurfacing of existing lanes. These locations may include the addition of roundabout style intersections. Two of these roundabouts have been constructed into the District off SR 13.

Minor Collector Roadways: These improvements consist of all the collector roadways within the District, which improvements will provide for smooth and efficient movement of all traffic onto the arterial roadways. It also includes utility improvements that will serve as the “trunk line” system for the Development. Portions of these collector roadways have been constructed and additional collector roadways are currently in design and permitting.

Master Water, Wastewater and Reuse Improvements

The District is within the JEA potable water, wastewater and reuse service area. JEA has existing potable water, wastewater, and reuse mains in the right‐of‐way of CR 244, Greenbriar Road and SR 13 that have sufficient capacity to serve the Development at build‐out based upon the Developer and Utility Service Agreement. This agreement provides for the reimbursement of the Master Developer for costs associated with the construction of master water and reuse mains along with sewer lift stations and force mains to serve the Development.

The District presently intends to finance, design, construct and/or acquire the potable water mains, wastewater gravity and force mains, lift stations, effluent reuse mains, and appurtenances thereto in support of the remaining development post Boundary Amendment. The water, wastewater and reuse improvements have been designed, permitted and will be constructed in accordance with the County’s land development regulations, and the rules and regulations of JEA and the Florida Department of Environmental Protection. Site plans showing the master water, wastewater and reuse improvements for the Development and the District is attached hereto as Composite Exhibit
E.  It shall be noted that in the area identified as “Existing Phase” on Composite Exhibit E the water,

wastewater and reuse improvements have been constructed and dedicated to JEA.

After completion, all proposed improvements within the District will be dedicated to JEA for ownership, operation and maintenance.

Master Drainage Improvements

The master drainage improvements for the Development and the District will be financed, designed and constructed by the District in accordance with the Conceptual Master Drainage Plan, which has been permitted by the St. Johns River Water Management District. The system will consist primarily of master stormwater management ponds that are interconnected and will discharge at defined natural outfalls throughout the Development site. The master stormwater management system and discharge points are reflected in Exhibit D attached hereto.

The District will obtain necessary easement rights to and around all pipes, ponds and swales needed for operation and maintenance of the master drainage system and to meet all permitting requirements.

Master Landscape and Hardscape Improvements

Landscape, irrigation, hardscape and entry features along master transportation improvements and in common areas within and without the District and Development will be financed, designed, constructed and/or acquired by the District. These improvements may include entry features with walls, waterfalls, towers or other architectural features to accent the District.

In order to maintain the master landscape and hardscape improvements following completion, the District has or will obtain easement rights to and around the landscaped and hardscaped areas.

Master Recreation Improvements

The District has financed, designed and constructed recreational facilities within and adjacent to the District’s current boundary. The improvements included the following:

50‐Acre Riverfront Park: This public park is located across SR 13 from the Town Center. The Riverfront Park includes over 0.5 miles of frontage along the St. Johns River and is adjacent to the Hallowes Cove conservation area. The basic components of this facility include:

Boat launch facilities for non‐motorized watercraft (under permitting)
Bathrooms
Parking
Landscape and Lighting
Trails

100‐Acre Community Ball Park: The community park (known as RiverTown Fields) is located east of SR 13. The park provides a benefit to all lands in the District, and generally includes the following:

Four Baseball Fields
Four Multi‐Purpose Fields (to be constructed at a later date)
Parking

Bathrooms
Concession Facilities
Picnic Area

The District intends to design, finance and construct a minimum of 10 pocket parks within the District. These parks may include tot lots, play equipment, dog parks, sitting areas, open play fields and associated elements. Additionally, the District did not finance but does own the River House amenity located within the District, which includes tennis courts, zero entry pool, competition pool, fitness center, playgrounds, a clubhouse and related infrastructure.

Neighborhood Infrastructure

The District designed, financed and constructed certain infrastructure improvements for development of neighborhood parcels within the District boundaries that are part of the District’s master series of improvements. The neighborhood infrastructure improvements included complete construction of the basic infrastructure for each neighborhood including but not limited to: clearing and grubbing, earthwork, roadways and associated drainage, underground conduit to facilitate street lighting, landscaping, irrigation, hardscape and water, sewer and reuse transmission lines within the road right‐of‐way. All neighborhood infrastructure improvements were designed and constructed to St. Johns County, JEA, Florida Department of Environmental Protection and St. Johns River Water Management District standards.

The District does not intend to finance additional neighborhood‐related infrastructure within the District.

PERMIT STATUS

Permits for construction have been and continue to be required prior to construction of lands in the Development, including that portion included in the District. The table below identifies the permits necessary for the Development and their status as of the date of this Restated Improvement Plan.

The District Engineer hereby certifies that all permits and approvals necessary to complete development in the District have either been obtained or will be obtained following the customary and normal permitting process.

Rivers Edge CDD
Construction Project Status & Permit Approvals Restated Improvement Plan
Permit Status

Project	Construction	Army
Description	Completed	Corps	St. Johns
River	St. Johns
County	FDEP
Water &	FDOT	
	to Date	Of	WMD	DRC	Sewer		

CR244	
100%	Engineers X	
X	
X	
X	
N/A	
Garden District	100%	X	X	X	X	N/A	
Lakes District	100%	X	X	X	X	N/A	
Main Street	100%	X	X	X	X	X	
District							

Rivertown Fields	65%	X	X	X	X	X

CR223	50%	X	X	X	N/A	N/A	
SR 13
Riverfront Park	100%
100%	X X	X X	
N/A X	
N/A X	X
X	
Landings	100%	X	X	X	X	N/A	
RiverHouse	100%	X	X	X	X	N/A	

SUMMARY OF COST OPINIONS

As of the date of this Restated Improvement Plan, the Original Districts together have issued Capital Improvement Revenue Bonds and Bond Anticipation Notes in the total amount of $66,330,000 (collectively, the “Prior BANs/Bonds”) as well as benefitted from Original Developer, Master Developer and other government contributions totaling approximately $31,620,420, the proceeds of which were used for the design, construction and acquisition of a portion of the infrastructure improvements described herein. A Summary of Cost Estimates, which includes (i) original and current estimated project costs and improvements funded to date, (ii) Developer and District funded costs paid to date, and (iii) an allocation of construction costs for the Restated Improvement Plan is attached as Exhibit F.

The Summary of Cost Opinions is only an estimate and not a guarantee maximum price. The following generally describes the basis and assumptions for the cost estimates:

Construction costs
Contingency factor of 15%
10% soft costs based on future construction costs
Professional Fees/Soft costs

Professional fees include civil engineering costs for site design, permitting, inspection, survey costs for construction staking and as‐built drawings, as well as geotechnical costs for pre‐design soil borings, construction staking, and architectural costs for landscape, hardscape and recreation design. Also included are fees associated with environmental consultation, permitting and other professional fees, including for District Counsel. In general, the estimated professional fees are based on a percentage of the total infrastructure cost estimate.

Contingency

This category includes the cost for adjustments as a result of unexpected field conditions, requirements of governmental agencies and other unknown factors that may occur throughout the course of development of lands in the Revised District Boundary. In general, the contingency amount is based on a percentage of the total infrastructure cost estimate.

ENGINEER’S OPINION

It is my professional opinion that the Summary of Estimated Costs listed below is sufficient to complete the construction of the items described herein.

It is my professional opinion that the costs associated with the design, permitting, and construction/acquisition of the improvements described herein are reasonable to achieve completion and that such improvements will benefit lands within the Development and Revised District Boundaries. The planned improvements will be public and are set forth in Sections 190.012(1) and (2) of the Florida Statutes.

Ryan P. Stilwell, P.E.
Florida Registered Professional Engineer No. 66526

EXHIBIT F
RIVERS EDGE COMMUNITY DEVELOPMENT DISTRICT SUMMARY OF COST OPINIONS
4/2/2018

	Opinion of Costs	Opinion of Costs	Costs to Date 2016	RECDD	Opinion of Costs	Increase	Plan Opinion of		
	($)	($)	($)	($)	($)	($)	Costs ($)		
Master Drainage & Stormwater Management	$35,495,534.00	$11,215,000.00	$8,407,886.83	$4,187,346.25	$12,595,233.08	$733,368.75	$13,328,601.83	Stormwater improvement additional costs	

Master Transportation	
$61,187,976.00	
$25,536,000.00	
$19,318,663.42	
$6,010,070.00	
$25,328,733.42	
$1,228,130.00	
$26,556,863.42	
Orange Branch Trail/RiverTown Main Street	

Master Utilities	
$18,848,978.00	
$13,973,500.00	
$11,362,074.49	
$0.00	
$11,362,074.49	
$0.00	
$11,362,074.49		

Master Landscape	
$7,582,178.00	
$1,833,000.00	
$1,621,458.28	
$4,020,287.50	
$5,641,745.78	
$3,387,856.25	
$9,029,602.03	
OBT Entry costs, additional landscape & irrigation	

Master Recreation	
$14,495,368.00	
$8,236,000.00	
$7,983,136.60	
$1,375,000.00	
$9,358,136.60	
$1,025,112.50	
$10,383,249.10	
Additional neighborhood parks	

Neighborhood Infrastructure	
$241,571,394.00	
$53,622,500.00	
$49,257,199.92	
$0.00	
$49,257,199.92	
$0.00	
$49,257,199.92		

$379,181,428.00	
$114,416,000.00	
$97,950,419.54	
$15,592,703.75	
$113,543,123.29	
$6,374,467.50	$119,917,590.79		

Improvement Plan Category

*2006
Improvement Plan

*2007 Initial Improvements

**Actual Improvement Plan

***Future Issuances by

2016 Restated Improvement Plan

****2018 Restated Improvement Plan

2018 Restated Improvement

2018 Improvement Plan Increase Notes

Total

*From Supplemental Engineers Report dated November 8, 2007
**Actual cost to date of projects completed by the Original Districts per GMS table 3‐9‐2016
***Future issuances based on 2016 Restated Improvement Plans ‐ Includes construction, design fees and contingency
****Updated Improvement Plan required due to actual costs of development, additional landscaping, irrigation and parks

RIVERS EDGE COMMUNITY DEVELOPMENT DISTRICT
ENGINEER’S REPORT SERIES 2018 BONDS (2018)

Prepared for:

BOARD OF SUPERVISORS RIVERS EDGE
COMMUNITY DEVELOPMENT DISTRICT

Prepared by:

PROSSER, INC.
13901 Sutton Park Drive South Suite 200
Jacksonville, Florida 32224-0229

Prosser Ref. No. 113094.60	April 2, 2018

RIVERS EDGE CDD
April 2, 2018
Series 2018 Bonds		
TABLE OF CONTENTS		
	
Page #	
Introduction	2	
Purpose & Scope of Improvements	3	
Status of Construction	5	
Basis for the Cost Opinion	6	
Table 1	8	
Table 2	9	
Exhibit A – Location Map Exhibit B – Master Plan
Exhibit C – 2018 Project Boundary Exhibit D – RECDD District Boundary		

1

RIVERS EDGE CDD
April 2, 2018
Series 2018 Bonds

INTRODUCTION
The Development
RiverTown is a 4,176.53‐acre mixed‐use master planned development (the “Development” or “RiverTown”) located along the east bank of the St. Johns River, approximately thirty‐three (33) miles southwest of downtown Jacksonville in northwest St. Johns County, Florida. A map identifying the general location of the Development is attached as Exhibit A.
The Development is an approved Development of Regional Impact, approximately 3,995 acres of which is the RiverTown Planned Unit Development. The balance of the Development is located  in the RiverTown Planned Rural Development (“PRD”). Approved development within RiverTown generally consists of single and multi‐family residential, commercial, retail, office, educational, light industrial, and various open space, recreational and park uses. The master development plan and the current expected land uses in the Development are further described in Exhibit B to this report.
In March 2014, Mattamy RiverTown, LLC, a Delaware limited liability company purchased from the original developer of RiverTown, The St. Joe Company, all of its remaining land and collateral rights in and became the Master Developer of RiverTown. On December 1, 2017, Mattamy RiverTown, LLC transferred all of its land and rights to its affiliate, Mattamy Jacksonville, LLC (the “Master Developer”),
The District
The Rivers Edge Community Development District (“Rivers Edge” or the “District”) and the Main Street Community Development District (“Main Street,” and together with Rivers Edge, the “Original Districts”), were established by Rule 42FFF‐1, Florida Administrative Code (the “Rivers Edge Rule”), adopted by the Florida Land and Water Adjudicatory Commission (“FLWAC”), and Ordinance No. 2006‐40, adopted by the Board of County Commissioners in and for St. Johns County, Florida (the “County”), respectively. The Original Districts, local units of special‐purpose governments, were established for purposes of, among other things, financing and managing the acquisition, construction, maintenance and operation of public infrastructure necessary for development to occur within RiverTown.
After establishment, the Original Districts determined that it was in their individual and collective best interests to adopt a common capital improvement program, the result of which was the Improvement Plan dated October 17, 2006 (the “Original Improvement Plan”). Pursuant to an Interlocal Agreement dated July 30, 2007 (the “Interlocal Agreement”), the Original Districts also agreed to jointly exercise their powers and authority to efficiently finance, construct and acquire infrastructure comprising a portion of the Original Improvement Plan.
As a result of changes to the development plan for RiverTown, the Original Districts pursued merger in accordance with section 190.046(3), Fla. Stat. Effective September 6, 2011, Rule 42FFF‐1.002, Florida Administrative Code, merged Main Street into and with Rivers Edge. As the surviving entity, Rivers Edge assumed all indebtedness of, received title to all property owned  by, and assumed the powers and authority of, Main Street, pursuant to the Merger Agreement, dated July 1, 2010, entered into by and between the Original Districts. The Notice of Merger was recorded in the St. Johns County Official Records, Book 3473, Page 1648.

2

RIVERS EDGE CDD
April 2, 2018
Series 2018 Bonds

On November 19, 2014, the Board of Supervisors for the District (the “Board”) adopted a resolution directing District staff to file a petition with FLWAC requesting adoption of an amendment to the Rivers Edge Rule revising the boundary to remove approximately 2,500 acres of land. The purpose of the contraction was to accommodate changes in market conditions and the development plan, as well as to finalize the “central core” of the Development extending along Orange Branch Trail from CR 244 (Longleaf Parkway) to the St. John River. On June 27, 2017 a final rule amending the District’s boundaries was made effective and the current boundary of the District is included as a part of Exhibit D (the “Boundary Amendment”).

PURPOSE AND SCOPE OF IMPROVEMENTS

The District was established for the purpose of financing or acquiring, constructing, maintaining and operating all or a portion of the infrastructure necessary for community development within the District.
The Original Districts, in 2006, issued a total of three series of bond anticipation notes in the principal amount of $10 million each and additionally issued $13,980,000 Capital Improvement Revenue Bonds, Series 2008A and $19,350,000 Capital Improvement Revenue Bonds, Series 2008B (collectively the “Series 2008 Bonds"), the proceeds of which were used to finance a portion of the District infrastructure improvements constructed to date and as more specifically detailed in the Master Improvement Plan. The 2018 Amended and Restated Master Improvement Plan dated April 2, 2018, which is an update of that certain 2016 Amended and Restated Master Improvement Plan, contains a description of the improvements associated with the updated  master development after the Boundary Amendment and includes updated actual construction costs (“Master Improvement Plan”). The purpose of this 2018 Supplemental Report is to describe the portion of the Master Improvement Plan to be financed through the issuance of Capital Improvement Revenue Bonds, Series 2018 (“2018 Bonds”), incorporate the current development plan and to update the description of the specific infrastructure improvements and related costs necessary to complete the 2018 Project (hereinafter defined).
Specifically, the District proposes to design, install, construct and/or acquire improvements associated with the stormwater, drainage, entry features, parks and roadway facilities necessary to complete the next phase of the improvements set forth in the Master Improvement Plan (“2018 Project”).
A summary of cost elements for the 2018 Project is presented in Table 1 for each of the proposed improvements. Table 2 includes the historical summary of cost opinions, commencing with the Original Improvement Plan. The purpose of this report is to describe the improvements that will be financed through issuance of the 2018 Bonds. The 2018 Project includes unfunded components of the 2016 Project as well as the remaining components of the Master Improvement Plan. The 2018 Bonds will likely be insufficient to fund the full 2018 Project. The remainder of the improvements identified herein are expected to be funded or constructed by the Master Developer and/or third‐party landowners.

Below is a detailed description of the improvements that make up the 2018 Project:

3

RIVERS EDGE CDD
April 2, 2018
Series 2018 Bonds

Roadway Improvements

Minor Collector Roadway – RiverTown Main Street

RiverTown Main Street will extend to the west from the existing roundabout that was constructed north of the Garden District along Orange Branch Trail. This two‐lane roadway will provide future access to the remaining parts of the District. Multi‐use paths for pedestrians, bicyclist and golf carts parallel the roadway. Part of the construction of RiverTown Main Street will include the wetland crossing of Orange Grove Branch. This wetland crossing will include a box culvert or arch structure along with associated utilities. District installed and maintained landscape and wetland preserve areas border along the roadway and the landscaping is irrigated with reclaimed water. This improvement also includes utility improvements that will serve as the major trunk line systems throughout the District.
Master Drainage Improvements

The master drainage improvements for the Development will be financed, designed and constructed by the District in accordance with the Conceptual Master Drainage Plan, which has been permitted by the St. Johns River Water Management District. This category represents all drainage work from the master infrastructure improvements. The District‐wide stormwater system consists of wet detention ponds to capture and treat stormwater runoff from developed areas and control structures that regulate the volume of water detained and detention periods.
In general, the stormwater runoff will be collected via curb and gutter within the roads and conveyed into the ponds via inlet structures and pipes. The primary form of treatment will be wet detention pursuant to accepted design criteria. The pond control structures will consist of weirs for attenuation and bleed‐down orifices sized to recover the treatment volume.
The stormwater system is designed such that post‐development flow will generally mimic the flows from the site in a pre‐development state. All areas within the District currently drain through onsite wetlands into the St. Johns River. As parcels within the District are developed, the detention ponds will temporally detain stormwater runoff for treatment and then gradually discharge water in the same receiving waters. Ponds have been designed to provide attenuation of the 25 year/24‐hour storm and provide treatment for a volume of runoff established by county, state and federal regulations.
This category includes stormwater collection systems (drainage inlets, pipes, etc.) and stormwater ponds that will support the collector and local roadways throughout the District. Specifically, this improvement includes stormwater systems to serve RiverTown Main Street and the pocket parks associated with the development of parcels 21, 22, and 23 as shown on Exhibit
B. Permits are either in place for these stormwater systems or in the process of being permitted with St. Johns County and the St. Johns River Water Management District and construction is under way.

Neighborhood Pocket Parks

The District lands along the St. Johns River and existing preserved wetlands provide a unique experience for residents to engage in outdoor activities. In order to support the surrounding

4

RIVERS EDGE CDD
April 2, 2018
Series 2018 Bonds

environmental benefits of the District, the Master Developer is designing neighborhood pocket parks that will consist of children’s areas, recreational play fields, dog parks and trails. This category represents all work related to a minimum of 10 neighborhood pocket parks totaling approximately 20 acres throughout the District and within parcels 8,  10, 12, 13, 21, 22, 23, 24,  25 and 27 as shown on Exhibit B. Work includes hardscape (pavers, benches, shade pavilions, play features, etc.), landscape and irrigation improvements to serve the community within this description. These neighborhood parks are part of the master recreation components and the parks provide a special benefit to all residents in the District as master recreational amenities.

Master Landscape

Long Leaf Pine Entry Feature and Landscaping

This category represents all work related to the community entry and signage along Longleaf Pine Parkway that has been constructed and is planned to continue to the south along Longleaf Pine Parkway. The entry feature at Orange Branch Trail was constructed as part of the 2016 Project, however, the entirety of the construction costs incurred were not funded by the District as additional costs were encountered during construction and installation. Additional wayfinding signage will be constructed along with landscaping and irrigation along Longleaf Pine Parkway leading up to the main focal point at Orange Branch Trail. In addition to wayfinding signage, this category will include structural signs, lake fountains, landscaping, irrigation and lighting. All work related to the entry sequence is included within this description.

STATUS OF CONSTRUCTION
The Master Developer is moving forward with significant improvements within the District. The following table outlines the existing and proposed unit counts by approximate acreage and units.

Proposed Land Use
Existing Single Family Residential	Approximate Acreage
175	Units*
476	
2016 Project Residential	300	690	
2018 Project Residential	160	391	
Recreation	75		
Other (Open Space/Drainage/Conservation)	978		
Total Units RECDD	1,688	1,557	
* The number of anticipated units increased since the Series 2016 Bonds were issued.

The following table outlines the current status of the projects underway and planned within the District:

5

RIVERS EDGE CDD
April 2, 2018
Series 2018 Bonds

Rivers Edge CDD
Construction Project Status & Permit Approvals 2018 Project

Project Description

Construction Completed

Army Corps

St. Johns River

Permit Status

	to Date*	Of Engineers	WMD	DRC	Sewer		
RiverTown Main St.	10%	N/A	0	0	0	N/A	
Master Drainage	10%	X	X	X	N/A	N/A	
OBT Entry Feature	100%	N/A	X	X	N/A	N/A	
CR 244 Landscape	50%	N/A	N/A	X	N/A	N/A	
Neighborhood Pocket	50%	X	X	X	X	N/A	
Parks
X- Permit Issued							
N/A – Not applicable							
0 - Not submitted							

St. Johns County

FDEP
Water &

FDOT

- Represents portion of 2018 Project described above already constructed

OWNERSHIP & MAINTENANCE
The following is a brief summary of the anticipated operation and maintenance responsibilities for 2018 Project.

Improvement Projects	Ownership	Maintenance Responsibility

RiverTown Main Street	St. Johns County

St. Johns County (CDD maintain landscape & irrigation)

Master Drainage	CDD	CDD
OBT Entry Feature	CDD	CDD
CR 244 Landscape	St. Johns	CDD
Pocket Parks	CDD	CDD
*JEA will own and maintain the water, sewer and reuse facilities within the Development

BASIS FOR THE COST OPINION

The improvements contemplated in this 2018 Report are currently in conceptual design, final design and/or under construction. Prosser prepared opinions of probable costs based on the intent and status of each element as defined at its current level of design and construction. Opinions of cost are based on our experience with similar projects and represent a reasonable approximation pursuant to standard engineering practice. The cost numbers include several elements:
Construction cost.
Design fee including engineering, landscape and hardscape, architectural, and sub consultants such as surveyors, environmental consultants and geotechnical engineers.
Contingency factor of 15%.
Construction administration expenses.

6

RIVERS EDGE CDD
April 2, 2018
Series 2018 Bonds

The exact location of some of the improvements may be changed during the course of approval and implementation. These changes will not diminish or alter the benefits to be received by the land, and any changes are expected to result in the land receiving the same or greater benefits.

This 2018 Report has been prepared based upon both the previous and current regulatory criteria. Regulatory criteria will undoubtedly continue to evolve, and future changes may affect the implementation of this plan. If this occurs, future substantial changes should be addressed and included as addenda to the plan.

7

TABLE 1
RIVERS EDGE COMMUNITY DEVELOPMENT DISTRICT SUMMARY OF COST OPINIONS
April 2, 2018

2018 Revised
Improvement Plan Category	Improvement Plan	2018 Project*	2018 Notes	
	Opinion of Costs	($)		
	($)			
Master Drainage & Stormwater Management	$13,328,601.83	$4,920,715.00	Stormwater Improvements	

Master Transportation	
$26,556,863.42	
$3,415,478.75	
RiverTown Main Street	

Master Utilities	
$11,362,074.49	
$0.00		

Master Landscape	
$9,029,602.03	
$6,336,724.00	
Longleaf Pine Monuments/Signage	

Master Recreation	
$10,383,249.10	
$2,400,112.50	
Pockets Parks (10)	

Neighborhood Infrastructure	
$49,257,199.92	
$0.00		

Total RECDD Master Improvement Opinion

*Includes construction, design fees and contingency	$119,917,590.79	$17,073,030.25		

TABLE 2
RIVERS EDGE COMMUNITY DEVELOPMENT DISTRICT SUMMARY OF COST OPINIONS
4/2/2018

Improvement Plan Category

*2006
Improvement Plan Opinion of Costs ($)

*2007 Initial Improvements Opinion of Costs ($)

**Actual Improvement Plan Opinion of Costs ($)

***Remaining Improvement Plan ($)

2016 Revised Improvement Plan Costs

2018 Restated Improvement Plan Increase ($)

****2018 Restated Improvement Plan Opinion of Costs ($)

2016 Project

2016 Project
Funded w/ 2016 Bond Proceeds

"Future Improvements" to Complete IP after 2016 Project

2016 Project Not Funded with 2016 Bond Proceeds

2018 Project (includes Future Improvements and 2016 Project not funded with 2016 Bonds)

2018 Project Funded by Developer

2016 Project Remaining to Complete (not funded by 2016 Bond proceeds or Developer)

Future Master Improvements Funded by Developer

2018 Project Notes

Master Drainage & Stormwater Management	$35,495,534.00	$11,215,000.00	$8,407,886.83	$4,187,346.25	$12,595,233.08	$733,368.75	$13,328,601.83	$1,710,377.50	$0.00	$3,210,337.50	$1,710,377.50	$4,920,715.00	$1,245,555.52	$464,821.98	$3,675,159.48	Stormwater not funded by 2016 Bonds &
additional stormwater ponds
Master Transportation	$61,187,976.00	$25,536,000.00	$19,318,663.42	$6,010,070.00	$25,328,733.42	$1,228,130.00	$26,556,863.42	$3,822,721.25	$3,822,721.25	$3,415,478.75	$0.00	$3,415,478.75	$1,193,741.98	$0.00	$2,221,736.77	Orange Branch Trail not funded by 2016 Bonds &
RiverTown Main Street

Master Utilities	$18,848,978.00	$13,973,500.00	$11,362,074.49	$0.00	$11,362,074.49	$0.00	$11,362,074.49	$0.00	$0.00	$0.00	$0.00	$0.00	$0.00	$0.00	$0.00

Master Landscape	$7,582,178.00	$1,833,000.00	$1,621,458.28	$4,020,287.50	$5,641,745.78	$3,387,856.25	$9,029,602.03	$3,226,286.25	$1,071,419.75	$4,181,857.50	$2,154,866.50	$6,336,724.00	$2,391,276.13	$0.00	$3,945,447.87	OBT Entry not funded by 2016 Bonds & Longleaf
Entry Feature
Master Recreation	$14,495,368.00	$8,236,000.00	$7,983,136.60	$1,375,000.00	$9,358,136.60	$1,025,112.50	$10,383,249.10	$625,000.00	$0.00	$1,775,112.50	$625,000.00	$2,400,112.50	$361,711.14	$263,288.86	$2,038,401.36	Pockets Parks note funded by 2016 Bonds &
Additional Parks

Neighborhood Infrastructure	$241,571,394.00	$53,622,500.00	$49,257,199.92	$0.00	$49,257,199.92	$0.00	$49,257,199.92	$0.00	$0.00	$0.00	$0.00	$0.00	$0.00	$0.00	$0.00

Total

$379,181,428.00	$114,416,000.00	$97,950,419.54	$15,592,703.75	$113,543,123.29	$6,374,467.50	$119,917,590.79	$9,384,385.00	$4,894,141.00	$12,582,786.25	$4,490,244.00	$17,073,030.25	$5,192,284.77	$728,110.84	$11,880,745.48

*From Supplemental Engineers Report dated November 8, 2007
**Actual cost to date of projects completed by the Original Districts per GMS table 3‐9‐2016
***Future issuances based on 2016 Restated Improvement Plans ‐ Includes construction, design fees and contingency
****Updated Improvement Plan required due to actual costs of development, additional landscaping, irrigation and parks

9A

Orange Park
21

Avenues Mall

17
1

P

n

Pkwy.

13

RiverTown Boundary

Green Cove	16
Springs

World Golf Village

13
N

VICINITY MAP	Figure 1

13

43

Master Plan

42

40	41

LEGEND

Actively Selling Lots Existing Platted Lots Permitted Lots
Under Construction Lots Multi-family/Townhomes Single Family SOLD/Under Contract

Temporary Tree Farm

39

36
38	37A	37

35
34

32
33	30

Mattamy Model Homes The Greens

The Enclaves The Groves
The Orchards
5

21	6
8

Welcome Center

1

2

3

4

Bartram Trail High School

48

48

Potential
CDD Maintenance Building

49

48

School Sites/Fire Station/Library Recreation/Amenity Parcels Commercial
Office
Light Industrial Utility

Community Park
S

44

P opo P oint 

45

e

The Lakes I

29 / 31

46

28	22

27

26

24

9

23	10

12

7

50

17	48

16

Potential CDD Maintenance Building

Neighborhood Parks
S	Shared Dock (6 Slips)
C	Community Dock Existing Wetland
Wetland Buffer/Mitigation Open Space
Contracted RECDD Boundary

45
The Lakes II	25
Dry Storage
S
Existing RiverHouse Existing Riverfront Park
Mattamy Model Homes

The Landings

11

18
20

13
15

14	19

The Preserve Garden District
Mattamy Model Homes Landon Model Homes

N
December 14, 2017 113094.01

Existing  Fishing Pier
5 Slips

Mastercraft Model Homes

47B

C

S
S

47A

S S

19A

Main Street The Homestead

16A

ST. JOHNS 
210
COUNTY 

0	500´

1000´	2000´

S     S
RiverClub	S S	13
11 Slips

ST.   JOHNS 
13
COUNTY 

Rivers Edge CDD Plan 2018

RiverTown Boundary

2016 Project

LEGEND

Contracted RECDD Boundary

2018 Project

2016 Project

Existing Platted Lots

Future Development

RECDD
Boundary

2018 Project

2
5

21	6	8
22	9

Stormwater Pond

23

27	10

Stormwater Discharge

P opo P oint 

o

24	12
25

13

Future Development

Existing Platted Lots

ST. JOHNS 
210
COUNTY 

16A
N

0	500´

1000´	2000´ November 9, 2017 113094.60

ST. JOHNS 
13
COUNTY 

Figure 2

Commercial 1
(NOT A PART OF THIS SKETCH)
(462, 133 sq. ft./1 0. 60 Ac.±) --

,/:

',� (,'JH,S' ,IYJ,::iC\:J;,/r'0V  wr;

MAP SHOWING SKETCH OF
GRAPHICALLY THE BOUNDARYLINES OF THE VARIOUS
CDD PARCELS, AS SHOWN ON ON THE RIVERTOWN CONCEPTUAL CDD PLAN,  PREPARED BY PROSSER, DATED MARCH 3, 2015, AND LEGAL DESCRIPITONS TO ACCURATELY
DESCRIBE THOSE CDD PARCELS.
NOTE: TI:US MAPDOES NaTREPRESENTA BOUNDARYSVRY.E'Y OFTHB OVERALL PARCEL AND/OR OF THE VARIOUS CDDPARCELS SHOWN.

SHEET ONE (1) ofFOUR (4) SHEETS
Detail of dimensional data around "Light Industry" and a part of CDD 2 North
Parcel (Part Two)
\\
\

cCoOoO 2=  1,676. 79=  983. 72

\

PARCEL  2	1 76. B.3

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PARCEL  34

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CURVE TABLE FOR RIVERTON BOUNDARY

TOTAL

1,676. 79

COMPMOJUEPNAOITYPOPINART=K= 2191 30. 704

TOTAL = 4, 1 76.53

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W

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525. .37'

W

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-__. .--·

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Radjus = 2,974.90'

Arc length = 2,074.09'

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CDD 2 South

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SEC:J'ION 42,  COTPll'OPD/.N2T6 oSS.rO. URBTNEHCG.IPN2ANi'RINCEGE. L

FJ. FA TIO CRANT

A  &  J   LAN D-

SU RVEYORS,

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L338,,.

L361	1 1

Parcel

REVISEP ADDEP SHEET FCUR (4)

.-:A:':F ·1tF<:.V.;--S?,IOEN/,(,FL  L :'U I tlOR Z1A::::IYO::z.<:.;I\.U

Rivers Edge "�
CDD

'-,L,";J'f,36� -L335

Rivers Edge $
CDD

(  fi   1,S��•�., !B)(CJI�K1/(5;A2(7; 1,,-'1,0!;,,\,G1[;;,','52>!S'A)f, M.' ,'/Ii

(4, 581, 735  sq.  ft./105. 18  Ac.±)
E: 1"= 300'	LINE TABLE fCOR "CDO 2 SOUTH" PARCEL  & Rivers Edge  CDD PARCEL	'

FOR "OUfPARC:.EL LEEJ!-L DES&RIPflONS'"
Jot, No 41'.381, APRIL 2-'.3, 2-016
REVISED  c:.rr f',u\JNDARY(IES)  PER  EMAIL

P':.faP-,01 .'1  UJEJ_l,,  ':3 1 fl':.N"::.E'::'I SlP.\
r-1 <::-  1�:  -o (.:t:.R-IL'Y  n-1,.,r  r-11<:.·  '='l<.t::::.Tct-1

Parcel 1	Parcel 1

UL2N0E1 No.

S 2B7E"5A2RI'N3G6"  W

DI1S9T7A.8N4C'E

....

STATE ROAD No. 16 

FRavl  PROSSER  /7ATEP  MARC:.H  7,  ZOlw

'\t\i,1A-'c:H,  1-.1_.1P1JJ::-F f✓Ul\'>J[)1-,f1u-'<1-...1 \l1Yco':,LNJ'IC:.:--=l<AL\'l':S,IlU'AhNDAA'VPDSI"'-,.  A/,S.[/_.!,..·'1'f-'�-J/_Ali"''-TL'.D-F A'-D'  '3[7   F,JR- t--  tY

Detail of dimensional data

Detail of dimensional data

L202

S 71 "24'28" W

152.25'

' ''

c( ·•,> •,�SCC•R,'0r4c,o�5/PAuTi3[�/RC:�•J;,.C,o,;Do'c:"R/41G"1.1-T>M;- E/JC;/ IM"I./GVn, /ASocr'E:,,R,,, ,.S, Tk,E   Jot,  No.  41855,  MARCH  2-1,  1016

Tl::::  F_OR DA  j';'./A,PV  ff-- PRC"=C?".? ONAL  LA',JD  S.JP.'/':::YU-�S  AN./  f./Af'F'[RS.

around "Office " and part of

'	around "JEA " and part of

L204

SS  7Ji5''01J9" WW

210941..8728''

S�C ',O."•, Ne /tl�O - LSI, �:'. i�J d/L'd/',1)

VA ',

REVISED C-DD f',OcNDARY(IES) PER EMAi
FRavl PROSSER DATED FE!', 04, 1.016
JOf,  No.  41756,  FEf',RUARY  12-,  2.016

<IN:Ec::.'.,--li10AP,T:::1J<.�''2 5{)�1-1'1.7 CrL, OLZI/OARI/,A3-;;Ar/_rrv'Ic'\sSTRJ.- l'vE  (UDE.,  PIJR5JA\T  -IJ

Rivers Edge CDD, Parcel 1

'' /I/,

Rivers Edge CDD, Parcel 1

REVISED C-W W\_J\JDARY f',ETWEEN C:.DD 'l PARCEL,	=-
-

C2J1 

''' I

& RIVERS EPEJS C-W PARC-EL I, PER NEW PLAN
JOf, No. 415'.37, JANUARY OB, :ZOl6

:::sc;1 '.-:;T FJROF�D, ,'\ HI ,t..:)\\--;  E:. .

ST,\TE c

FLOR I D4:fi\') Cl

RiverTown

RiwirTown

LIN[ TABLE FOR /.£GAL DESCRIP TIONS

LINE TABLE FOR LEGAL DESCRIPTIONS

LINE    TABLE   FOR  LEGAL   DESCRIPTIONS	SHEET TWO (2) ofPOUR (4) SHEETS

LCeDgDal2DNesocrrtihptPfoanrcel   (Part   One)

as follows:

morAe  pPartciecluloafrlylandde,scbriebinegd  a  portion   of  the  Francis  P.   Fatio   Gran t,   Section   .39,   Township   5  South,   Range  27  East,   St.   Johns   County.   Florida,   said  ptJrce/   of  frmd  being

said curwi, said ore being subtended by a chord bearing and distance of North

of 22,968.28 feet. through a central

For a POINT OF BEGINNING, BEGIN at the Intersection of the  northerly Right  of  Way  line  of STATE ROAD  No.  13,  (o  100  foot  Public Road  Right  of  Way, as per  State  of  Florido, State Road Department Right of Way Mop, Project 785), with the easterly monumented line of said Frances P. Fatro Gran t, Section 39, Township 5 South, Range 27  CEoausrt,seanNdo.ru1n:   rthuenncthee, nacleo,ngnotrhthewaefsotreerlsya,idalsoanigd ,nmodrthaerrolyunRdigthhte  oofreWof  alinecurowif  ,STbAeTinEg RcOoAnDcaNveo. s1o3u,thtwhestfeorlly,wianngdtwhoavi(n2g) ocoruardsieuss and  distances:

'

angle of 00'20 '02"to the left, an arc distance of 133.89 feet, to point of lcmgency of lost

CLeDgDal3DPesacrrciepltion

St. Johns Coun ty, Florida, said parcel of land being more particularly described as follows:

oil  iAn  Parcel  of  land,   being  a  portion   of  the   Francis  P.   Fotio  Grant,   Section   44,   Township  5  South,   Range  26   Eost,   and  being  also  lying   within   Lots  2  and  .J,   CLAREMONT  Tract,   which  lies   within   the  Francis  P.   Fatia  Grant, For a POINT OF BEGINNING, BEGIN at the most southeasterly comer of BARTRAM PLANTATTON PHASE TWO, as shown on the plat thereof, recorded in Map Book 46, pages 78 through 89 of the Public Records of said
St. Johns Coun ty, Florido, and run thence, the fallowing six (6) courses:
Course No. 1: run thence, North 67"28'06" East, deporting from aforesaid BARTRAM PLANTATION PHASE TWO boundary, a distance of 67.77 feet, to o point;

LIN[ No. L212
L213
L214 L215
L216
L217 L218

BEARING
N 52/2"30" E N 4.J"00'/4" E N   27'38'47" E
N   59'45'43" E
N 12"J9'39"  E N  0.3"30 '59" W
N   48"02'01" E

DISTANCE 337. 34"
J40. /9' 540. 78'
312. 12' 
376.82'
427.45'
302.22'

LINE No.		BEARING	DISTANCE LJJO	S  06°16'42"  E         28.92'

LJJ3	S 36"03'53• W 123. 44'

LJ34	S 10•.33'15•

LL3J3J2/	S   14 •45'00·   W 	27.90
[   46.29'

LJ36	s 31-05•50• w 61.ss·

LJ35	S  11 ".39'46"   W       35.89'
N   88'04'5.3"   W      177.04'

LINE No.
L450 L451
L452
L453 L454
L455 L456

BEARING
N  74"25'32"   W N   54•49'43"  W
S   35/0'24"  W
S  85"1 1'06" W
N  15'06'27" £
N  04"54'22"   W N  J/"58'14"  W

DISTANCE 21.23'
16.38'
13.90'
7. 37'
7132..0879''
62.40'

CURVI:  No.   RADIUSCUR\1£O[TLATBALE  FOR A·RcCooLE2NGNTOHRTH"CHPOARRDCEBLEARING       DISTANCE

63'1 7 25" West. 13.3.89 feet;
Course No.  2:  run  thence,  North  6.3"27'26"  West.   olong  lost  said   tangency.   o  distance  of  J.097.61:   thence  departing  form   aforesaid  northerly Right  of  Way   line   of STA TE ROAD No. /J, run the fo!!owing ten (10) courses and distances:
Course No. 1: run thence, North 52'12'30" Eost, o distonce of J.37.34 feet, to a point;

Course No. 2: run thence, North 48.52'07" East, o distance of 67.?J feet, to o point;
Course NO. 3: run thence, North 35"22 '42" East, a distance of 750.01 feet, to o point;
Course Na. 4.- run thence, North 29"0.3'57" Eost, a distance of 140. 74  feet,  to  a  point; Course No. 5: run thence, North 19/4'03" Eost, o distance of 78.57 feet, to a point;

L219 L220
L2221

N 27"34'13" E N or09 •39" E
OM//TTTTEED

248. 54'
674. 95'

LJJ7	N   00"35'/0"   W    202.84'
LJJB	N  16"20'0J"  W       63. 72'
L339	N  24•49'34"  W       80.52'
LJ40	N  23"'04'32"  E       57.35'

L457 L458
L459 L460

N 4J"J9'57"  E N 10 •45'45" W N   60"45'/J"  W
S  63"47"22"" W

18.00'
4158..9030''
35.64'

C201 C202 C203 C204

239. 56'     124"52'14"   522. 09'	N  85"05'05" £       424. 73'
376.68'       107"24'34"      706. 15'	S  86°1 1'06"  £     607.19' 
295.05'     158'05'24"     814.09'	N  08"21 '00"  £       579.34'
197.27'     178"06'21 "    613.22'	N  78i5'46"  £         .394. 49'

Course  No.  2:  run  thence,  North  4J'V0'14"  East,   a  distance  of .340. 19  feet,  to  a  point;
Course  No.  J:  run  thence,  North  27"38'47" East,  a  distance  of 540. 78  feet,  to  a point;
Course No. 4: run thence, North 59•45'43" East, a distance of 312.12 feet,  to  a point; Course No.  5:  run  thence,  North  12 •39'39• East,  a  distance  of 376.82  feet,  to  a point;
Course No. 6: run thence, North 03"30'59" West, a distance of 427.45  feet,  to  a point; Course  No.  7:  run   thence,  North  23'57'56"  Eost,  a  distance  of 932.43  feet,  to  a point;

Course  No.   6:   run   thence  North   10 "58'4J"  [as/,   a  dis/once  of  222. 77   feel,   lo  a  point   on   the  southerly  Righi  of  Woy  line  of  GREENBRIAR  ROAD,   (forme,rly  known   os  STATE  ROAD  No,   11   and/or  BOMBING  RANGE  ROAD,   a

to a point on the monumented westerly boundary of GREENBRIAR SECTION ONE, as recorded in Map Book 14, pages 57 and 58, of the Public Records of said St.

lvianreiaoblfe GwRiEdEthNBPRuIAblRic RROoAoDd,  RaigdhiistoafncWeoyo,f o3s00p.e8r3 Rfiegehtt,   of  Woy  Mop  prepared  by  St.   Johns  Coun ty  Surveying   ond  mopping  Program,   doted  April   19,   1999);   run   thence   South   77'1.3'29"  Eost,   along  said  southerly  Right   of  Woy
Johns County, Florida; run thence, along the westerly line of said GREENBRIAR SECTION ONE, and then along the monumented westerly line of a tract of land formerly owned by the United States of America, (acquired by Condsmnotion  Suit  602-J,  Civil),  and  the  some  being  the  easterly line  of fonds  described in  Officio/ Records  Book  702,  page  989  (Parcel  4),  of  the  Public Records  of St.  Johns  County,  Florida;  run  thence,  along  last said
line the fa/lowing two (2) courses and distances:

L223
L224 L225
L226
L227 L228

N   14"03'.JO"  E      108.94'
S   74"JJ'07"  E    562.46' N  23"01 '26" E      378. 93'
N  05•59'33"  W      343. 45'
N   02'54 '47"  E    451.50'
N  47"44 '50"  W     397.82'

L341	N   1J"04'55"  E        46.98'
L342	N  OJ"2J'JO"  E       52.43'
L343	N   15"57'50"   W        64.18'
L344	N  25"07'14"  W       39.25'
L345	N   10"34'06"   W       32.35'
LJ46	N  15"09'53"  £      52.65'

L461 L462
L463 L464
L465 L466

N 59"04'57" W N   JJ/6'42"  W
S  89"52'1 1" W
S 36°48'10" W S  32•47'00"  W S   18°29'38" E

39. 75'
20. 12'
34.21 ' 
25.21 ' 
114.35'
181.64'

C205 C206
C207 C208
C209 C210

465.00'         22"32'24"       182.93'	N 79"19'39" E 181.75' 

.J51.11'	w

1, 135.oo·        on2·44·     142.87"	N   10'22'28··  E         142. 1a·
1,265.00'       15"54'10·	N  31 "06'05•	349.98'
7, 735. 00'        51 "25'49"  1,557.38'	N   1.3"20'15"   W   1,505.62'
3,565.00'        11"16'52"     701.92'	N  06'44'14"  E          700. 79'
1,265.00'       16°45'42"'       370.07'	S  14"46'09"  E        368. 76'

Course No. 8: run thence, North 48 '02'01" [ost, a dis/once of 302.22  feet,  to  a point; Course No. 9: run thence. North 27"J4'13" [ast. a dis/once of 248.54 feet, to a point:

Course No. 1: run thence, South 35"18'11" West, a distance of 1, 258.39 feet, to a point;
Course No. 2: run thence, So11th 00"00'46" West, a distance of 5,903.67 feet, to the mon11mented southwesterly comer of

lost

said lands; run thence South 77"09 '4/"[ast, o!ong /he southerly line of a tract of land

L229
L230

S   79 •.35'12·  W     338.27'
N  70"01 '49"  E       358. 05'

LJ47	N   04"00'1 1"  W       42.88'
LJ48	N  23"48'46"   W        60.92'

L467
L468

S  54"29'03" E
N  80"40'52"  E

98. 14' 
1.35. 19' 

C211
C212

1,265.00'         35•32'39"      784. 76'	N 11 "23'02" E 772.23'
50.00'        71•44'07•        62.60'	S 82'04'40"  W	58.59'

Course No. 10: run thence, North 07'09'39" East, a distance of 674.95 feet, ta a point,  on  the southerly line of "Parcel  11- [lementary School Site",  as per the Sketch and Legal prepored by this Firm, doted April 28, 2016; run thence, along the southerly and easterly boundary of said "Parcel 11 - Elementary School Site", the
following thirty-four (34) courses and distances:
Course No. 1: run thence, South 71 "4/'JJ" East, a distance of 775.63 feet,  to  a pain/; Course  No.  2:  run  thence,  North  33"37'29"  East,  a  distonce  of 62.40  feet,   ta  a point;
Course  No.  J:  run  thence,  North  06"30'58"  East,  a  distance  of 40.31  feet,  to  a point;
Course No.  4:  run  thence,  North  OO'OJ'18"  West,  a distance of 68.98  feet,  to  a point:
CoursE>  No.   5:   run   thE>ncE>,   North   05'58'04"  East,   a  distancE>  of  38.17  foet,   to  a  point; Course  No.   6:   run  thence,   North   08'08'34"  West,    a  distance  of  93.10  feet,   to  a point;
Course No. 7: run thence, North 09"42'05" Eost,  a  distance  of  76. 71  feet,  to  a  point; Course  No.   8:   run   thence,  North   05'07'10"  West,   a  distance  of  43.27  feet,   to  a point;
Course No. 9: run thence, North 15"48'54" [ost, a dis/once of 37.19  feet,  to  a  point; Course  No.  10:  run  thence,  North  09"54'54" East,  o  distance  of 82.20  feet,  to  a point;
Course  No.   11:  run  thence,  North  .32/0'30""  East,  a  distance  of  50.58  feet,  to  a point;
CCoouurrssee  No.   1.2J:   rrun   thence,,  Nnortthea3s6t'e1r5ly"5, 4a""loWnegsta, nod  dairsotuandcethoef  a7r2c.6o8f faeect,urtvoe, abepionigntconccauvrevaetaursete, rloyf,   aandcurhvaev, inlegadainrgadniuosrthoefa2st5e.r0ly0,  feet,   through   a  central  angle  of 39"51'27" to the right, on ore distance of 17. .39 feet, to the point of ttJngem;y of lost said curve, said tJrc being subtended by a chord bearing and distance of North
16"20'1 1" West, 1 7.04 feet;
Course No. 14: run thence, North OJ"J5'JJ" East, along lost said tangency, a distance of 55.29 feet, to a paint;

formerly owned by the United States of America, (acquired by Condemnation Suit 602-J, Civil), ond the some being the northerly line of lands described in Official Records Book 702, page 989 (Parcel 4), af the Public
Records of St. Johns County. Florido, a distance of 4, 607.42 feet, to a point; run  thence,  the  following  fifty-sewin  (57)  courses and  distances: Course No. 1: run thence. South 24"05'46" West. a distance of 1.005.JS fee!. lo o pain/;
Course No.  2:  run  thence.  South  00"29'55"  West.  o distance of 449.34  feet.  to  o  point:
Course No. J: run thence, South 11 "21 '40" West, o distance of  379.59  feet, to  o  point; Course  No.  4:  run  thence,  South  59"12'52"  West,  o  distance  of 671.93  fee t,   to  o  point;
Course  No.   5:   run   thence,   South  63"31 '14"  East,   o  distance  of  448.92   fee t,   to  o  paint,   on   the  arc  of  a  curvt!,   leading  southeoste,rly,
Course No. 6: run thence, southeasterly. along and around the ore of o curve, being concave northeaster!y, and having a radius of JOO. GO feet, through a central angle of J3"05'48" to the left, an arc distance of
173.29 feet, to the point of tangency, of Jost said curve, said arc being subtended by a chord bearing and distance of South 80"04'08" East. 170.90 feet;
Course No. 7: run thence, North 83°22'57" East, along lost said tangency, o distance of 232.62 feet, to the point of cur\/Oture, of o curve, lsading northeasterly,
Course No. 8: run thence, northeasterly. along and around the arc of a curwi, being concawi north westerly. and having a radius of 300.00 feet, through a central angle of 30"06'17" to the leH, an ore distance of
157.63 feet, to the point of tangency, of lost said curwi, said arc being subtended by a chard bearing and distance of North 68/5'57" Eost, 155.82 feet;
Course No. 9: run thence, North 5.3'12'48" East, olong lost said tangency, a distance of 902.30 feet, to the point of cur\/Oture, of o curwi, leading northeasterly;
Course No. 10: run thence. northeasterly, along and around the ore of a curve. being concave southerly. and having a radius of 550.00 feet. through a central angle of 54"1.3'27" to the right. an arc distance of
520.51 feet, to the paint of tangency, of lost said curve, said ore being subtended by a chord bearing and distance of North 80i9'31 " East, 501..31 feet;
Course Na. 11: run thence, South 72"J.3'45" Eost, along lost soid tangency, a distance of 142. 76 feet, to o paint;
Course No. 12: run thence, South 17"26'15" West, a distance of 100.00  feet, to  o  point; Course No. 13: run thence, South J2"J2"3J" West,  a  distance  of  64.88  feet,  to  o  point; Course No. 14: run thence, South 48'52"26" West, a  distance  of  89.32  feet,  to  o  pain/; Course No. 15: run /hence, South 12"31'09" Easl, a distance of 86. 15 feet,

L2JI
L2.32
LL22..334J
L235
L236
L237 L238
L239
L240 L241
L242 L243
L244 L245
L246
L247 L248
L249

N  05"42'5J" [  192.02'

w

S  57•45'35•  E    587.65' S 28".33'27" E     495.97'  s  28"39'ss·	J10.12·
S   73"27'1 6"  W     147.61' 

w

S  54/ 7'JJ"  E    536.88' S  03"08'19"  E   279.38'
s 17".38'48R	605.51' 
S  24"09'05"  E      216.50'
S  89"24'09"  E    141.88'
N  28'35 '52" [  304. 57'
S  86'51'22"  E    165,43' N  ar21•25"  E      197.94'
N  45'01 '16"  £      74.55'
N  59"03'17" E      128. 09'
S  68"51'10"  E      146.06'

NS  8615 '57'2J"  W      442. 64'

S  25'57'J2"  E       118901..8721 '
°22'74" E

LJ49	N  68"28'38"  E     363.8.3'
L.350	N  62"0J'/ 7"   W     128.04'
L351	S  45•72'.J6"  W      297.15" 
L352	N  64/6'24"   W      149.45'
LJ53	N  46"01 '50"  E    377.74'
LJ54	N  43"38'06" E     144.51 '
LJ55	N  33"25'24"  E       35.98'
L356	N  69"09'18"  W        91.66'
L357	N  25"27'24"  £     142.66'
L358	N  43"57'15"  E       57.69'
LJ59	N  11"15'00" £      25. 00'
LJ60	N 79"03'58" W 27.28"
LJ61	N   10"56'02"  E          1 7. 72"
LJ62	N  86".35'30"   W        .JB. 41' 
L363	N  52"51'56"  E       65.64'
L364	S  75•45'44"  E        50. 75' 
LJ65	N  57"24'3.J " E	34.90
LJ66	N  05"51'51 "  W     49. 19' 
L367	N  70"30'32"  W       59.89'

L469
L500 L501
L502 L503 L504
LL550056
L507
L508 L509 L510

S 35'1 0'21 " W
N  15".34'27" E
N  15".34'27' E
N   6914'01" W
S  70"00'09"   W S  25"56'5J"   W S   64"22'34"  W
S   00"00'00"  E
S  391 7'39" W
S   65"14'59"  W
S   37"24'4B"  W
S  14°06'37"  £

451.89'

40560. .5705''
307.80'
121.26'
166.79'
15531..81 60'' 
143.00'
152.04'
16287.5.685''

C213 C214
C215 C216
C217 C218
C219
C220 C221
C222
C223 C224
C225
C226 C227 C228
C229
C230 C231

25.00'       97"31 '32'       42.55'	N 37"49'44" W	37.60'
20.00'       6.3"16'24•        22. 09'	N 25"46 '21" E	20.98'
20.00'        64"38'41"         22.57'	N 38'1 1'12'" W	21.39'
20.00"         54•50·25·        19. 14'	N  67'00"26""  W	18.42"
20.00'       89".39 '58	31.30'	N  49°36'10" E	28.20'
20.00'       55"58'16"         19.54'	N  64"58'.38" E	18.77'
20.00'     114".30 '15"       39.97'	N   77'26'25"  E	.J.J. 64'
25.00'       118"37'08"        51. 76'	N 18'21'10" E	43.00'
25.01 '       66"30'15"       29.03'	N  74'13'21 " W	27.43'
25.00'      120/ 7'00"        52.48'	N 74•41'53• £	43.36'
20.00'        6611 '09"       23.10'	S 37"26'22" E	21.84'
2, 135.00'     08"24'20"      313.21'	N  18"27'50"  E       312.93'
3,435. 00'    25"46'06" 1,544.87'	N  07/6'37"  W    1,531.88'
1,135.00'    45·49 '15"    907.69'	S  16'08'32"  £         883. 69'
1,865.00'     51"25'48" 1,674.07'	S 13"20'15" E 1,618.43'
3,435. 00'     06°46'/J"      405.90'	S  08"59'JJ"   W       405.66'
2,265. 00'     21'01 '35"    831.21 '	S  24•43'4J"   W       826.55'
1,135.00'     01 '52'43"      .37.21 '	S .34'1 4'00" W	Jl.21  '
3,565. 00'       24°41 '08" 1, 535. 96'	5  11"14'46" E      1,524. 11' 

Course  No.  15:   run  thence,  North  27"46'35"  West.   a  distonce  of  159.19  feet.   to  a point;
Course  No.   16:   run   thence,  North  23"56'36"  West.   a  distonce  of  57.05  feet,   to  a point;

Course No. 16: run thence, South 15"52'52" West, a distance of

to  o point;
54. 18  feet,   to  a point:

L250
L251

N   25•34 '55"   W      186.59'
S  88"47'09"   W      122.09'

LJ68	N  6115'77"  W       43.50'
L369	N  57"54'44"  W       57.24'

C232
C2JJ

3,435. 00'      03'25'40"    205.51'	N  21 "52'30"   W       205.48'
25. /4'    71"07'07"     31.20'	N  07"45'39" E	29.24'

Course No. 17: run thence, North 15"33'10"  West, a  distonce  of  49.85  feet,  to  a  point; Course No. 18: run thence, South  78"39'24"  Eost,  a  distonce  of  24.49  feet.  to  a  point; Course No. 19: run thence, North 11 "59'52" Eost, a  distonce  of  50.59  feet,  to  a  point; Course  No.   20:   run   thence,   South   90'00'00"  East,  o  distance  of  151.53  feet,   to  a point:
Course  No.  21:  run  thence,  South  05"24'52"  West,   o  dis/once  of  67.04  feet,   to  a point;
Course  No.  22:  run  thence,  North  68"26'00"  East,  a  distance  of  25. 11  feet,  to  a point;
Course No. 2.J: run thenc8, South O.J'V6 '04"  East,  o  distoncs  of  17. 72  fE>et,  to  a  point; Course  No.   24:   run   thence,   South   .36"29'04"  East,   o  distance  of  22.83  feet,   to   a point;
Course No.  25:  run  thence,  South  50"43'11" East,  a distance of  72.64  feet,  to a point;
Course  No..   27::   run   thence,,  Nsourthea7s2t1e2rl'y3, 3a" loEnagst,anad daisrtoaunncde tohef  5a3rc.45offeaetc,urtvoe,thbeeipngoinctonocfavceur\/Osotuutrhew, eosfteorly,cuarnved,  hleaavdininggasoraudthiuesasotefrl2y;5.00   feet,   through   a  central    angle of 77"36'73" to the right, on arc distance of 33.86 feet. to the point of tangency of lost said curve, said arc being subtended by a chord bearing and distance of
South 68"59'20" East, 31.33 feet;

Course  No.   1 7:   run   thsnce,   North   83"22'53"   West,   a  distance  of  81.94   foE>I,   to  a  point;
Course No. 18: run  thence,  South  57"44'09"  West, a  distance  of  31.24  feet,  to  o  point; Course No. 19: run  thence,  South  03•39'53"  East,  a  distance  of  29.87  feet,  to  o  point; Course No. 20: run  thence,  Sauth  06'18'56"  West, a  distance  of  91. 70  feet,  to  o  point;  Course  No.   21:   run   thence,   Sauth   10"27'23"  East,   o  distance  of  49.55   feet,    to  o point;
Course  No.  22:   run  thence,  South  54"4.3'22"  West,   a  distance  of  1 7.02  feet,   ta  a point;
Course  No.  2.3:  run  thence,  South  87'1 1"45"  West,  a  distance  of 8.3. 24  feet,  ta  o point;
Course Na. 24: run thence, North 51•09·39" West, a  distance  of  40.25  feet,  ta  o  point; Course  No.  25:  run  thence,  North  27'1.J'O.J"  West,   a  distance  of  3.J. 80  feet,  ta  o point;
Course No. 26: run thence, North 37'5.3'50" East, a distance  of  57.84  feet,  to  a  point;  Course  No.  27:   run  thence,  North  39°27'54"  West,   a  distance  of  8.3. 19  feet,   to  a point;
Course No. 28: run thence, North 1J"21'J9" West, a distance of  20. 73  feet,  to  o  point;  Course  No.  29:   run  thence,  North  22•47'49"  West.   a  distance  of  66. 10  feet,  to  a point:

L252
L253 L254
L255 L256
L257 L258
L259
L260 L261
L262
L263 L264

S  02"39'03"  E      168.85' S   79•47'07•  W     272.38' N  03"20'/ 1" W      453. 06'
N  70"43 '23"  E     279. .33'
N   16'19'.31"  E    187.60'
N   24i9'13"   W      149.38' S  68"51'10'  W      292. 13'
N   1J'J8'12"   W      149.11' 
N   18'53"56"  E      352. 75·
N  53'24'47"  E      191.55'
S  07°26'12"  W       305.56'
S 23'58'41 "  W     302. 77'
S  12"32'16"  E     202. 43'

L370	N 69"57'02" W 54.94'
L371	N  54"31 '3/ "  W     105.93'
LJ72	N  69/6'29"  W       74.36'
LJ73	N  85"42'1 1"  W        54.27'
LJ74	N   74"'00'29"  W       25.50'
LJ75	N  .3g•.35'73"  W        .39. 79'
LJ76	S  85"34'22"   W       49.18'
LJ77	N   76"32'47"  W       61.55'
LJ78	N  2515'01 "  W      57.80'
LJ79	N  03/9'52" E         30.31 '
LJ80	N  5710'46"  E       37.08'
LJ81	N  36"22'57"  E        51.30'
LJ82	N  64"49'11"  E      54.86'

RiveersToEwdnge  COD LPeagracel l D3escription

C234

27.00'      99"46'32"       47.00'	N  64'.21 '38" W	41.28'

Course Na. 2B: run thence, South 30"1 1'14" East, along last said tangency, a distance of 38.85 feet, to a prn"n t;

Course No. JO: run thence, North 43/3'12" West. a distance of 41.54 feet, to o point;

L265

S 05'1 7'36" E 238. 14' 

LJ8J	N 51"33'01 " E 56.52'

A Poree! of land, being a portion of /he Francis P. Folio Grant, Sec/ion 39, To wnship 5 South, Range 27 East, St. Johns Coun ty, Florida, soid parcel of land being more porticulor!y

of 25 00 feet. through o central angle of

Course  No.   2J9O:   rrun   thence..   eSaosuttehrly.88"o2l5on'0g1"onEdasat,roounddis/tohnecearcofo8f3a.24curfveee,t, bteoingthecopnocainvte osfouathneornly.toanngdenhtaiov/ingcuraver,adleiausding  easterly;

Course No. 31: run thence, North 12°50'15" West, a distance of 55. 19 feet, to the point of cur\/Oture, of a curve, leading northwesterly.
Course No. 32; run thence, northwesterly, along and oround the ore of a curve, being concave southwesterly, and having a radius of 15.00 feet, through a central angle of 77"25'58" to the left, on arc distonce of

L266 L267

S  34"38'38"  E     224. 18'
S  19°14'38"  W       200, 00'

L.384	S  85".33'51"  E        44.63'
LJ85	N  04"46'10"  E       29.28'

described as follows:

21'11'J5" to the right. and ore distance of 9.25 feet, to the point of tangency of last soid curve, said  arc  being  subtended by o  chord  bearing  and  distance  of  South 77'16'23" Eost, 9.20 feet;
Course No. JI: run thence, South 66°40'36" East. along lost said tangency, a distance of 8.56 feet, to a point:
Course No. J2: run thence, South 40"08'1 1" East. a distance of 55.96 feet, to a point; Course No. JJ: run thsnce South 48°32'04" East, a distance of 42.75 fest, to a point;

said  two  (2)  easements, the fo!!owing	St.  Johns  County,  Florido;  run  thence,  parallel  with  and  concen tric  to,  and  62  feet  southerly of  the  northerly line  of lasttwo (2)

most  norther!y  Jine  of  that  53  foat  wide  easement,   dedicated   to  Peoples  Gos  System,   and  recorded  in  Official  Records  Bao/<.  3150,   page  578  of  the

feetCosuorustheerNlyo. o3f,4:threun  thence.   North   54"28'40"  East,   a  distance   of  62. 15   feet,   run   thence,   North   14"57'14"  East,   o   distance   of  30.79   feet,   to   a  point,   which  lies  62.00 3P1u3b1li,c pRaegceor4d8s3,ofofStt.heJoPhnusblicCoRuenctyo,rdFsloroifdos,aiadnd  also  being  the  nartherly  line  of  that  53  foot  wide  easement  dedicated  to  JEA,   and  recorded  in  Officio!  Records  Book
Course  No.   1 :   run   thence,   northwesterly,   alocnogurasneds  aarnodunddisttahneceasr:c  of  a  curve,   being   concave  southwesterly,   and  having  a  radius   of  514.50  feet,   through   a  central
angle of 44•41 ·04 "" to the !eft, an arc distance of 401.25 feet,  to  the paint  of tangency of lost  said  curwi,  said arc  being  subtended  by a  chord bearing  and  distance  at North 5.3"35'59" West, .391 .16 feet;
Course No. 2: run thence, North 75'56'31" West, along last said tangency, a distance of 21.J.21 feet, to a point; thence deporting tram aforestJid line, run the
following twenty three (2.J) courses and distances:
Course No. 1: run thence, North 14'VJ'JO" [ost, a distonce of 108.94 feet,  to  o  point; Course  No.  2:  run  thence,  South  74"33'07"  [ost,  a  distance  of 562.46  feet,   to  a point;
Course  No.  J:  run  thence,  North  23'01'26"  [ost,  a  distance  of 378.93  feet,   to  a point;

along and around the ore of a curve, being concowi southerly, and hoving a radius of 239.56 feet, through a centre/ angle of

Course  No.   45:   run   thence, eNaosrttehrly0, 5'59'33"  West,   o  distance  of  343.45  feet,   to   the  point  of  curvature,   of  a  non-tangent  curwi,   leading  easterly;

7.3 feel;

'	Jost said	distance

1a2n4d'5d2i's1t4a"ntcoe tohfe Nroigrhtht,  8a5n'0a5r'c05d"Eisotasnt,ce42a4f.  522.09   feet,   ta   the  point  of  reverse  curvature,   of  a  curwi  continuing  easterly,   last  soid  ore  being  subtended  by  o  chord  bearing Course Na. 6: run thenr::e easterly, along and around the arc of a curve, being concave northerly, and having o radius of .376.68 feet, through a central angle of
107"24 34"/o  the  !eft,  an  ore  dis/once  of  706. 15  feet,   ta o point,	arc  being  subtended  by  a  chord bearing  and	of South 86"11 '06 "Eost, 607.19 feet;
Course No. 7: run thence, North 02"54'47" [ast, along a non- tangent line, o distance  of 451.50  feet,  to  a point; Course No. 8: run thence, North 47"44'50" West, a distance of .397.82 feet, to a point;

run thence northerly, along and around the ore of o curve, being concave easterly, and having o radius of 295.05 feet, through a central ongle of

Course  No.   190: : run   thence,   South   79 "35'/2"   West,   o  distance  of  338.27  feet,   to  a  point  of  curvature,   of  a  non-tangent  curwi,  leading  northerly;

'

1o5f8N'Vo5rt'2h4 "0t8o'2t1h0e0r"Eigahst,t, a5n79a.r3c4 dfiesetat;nce  of  814.09   feet,   ta   the  point  of  tangency.   of  tJ  non-tangent  curve,   last  said  tJrc  being   eubtended  by  a  chord  bearing  and  disttJnce Course No. 11: run thence, North 70"01 '49" [ast, along lost sold non-tongent line, a distance of 358.05 feet, to a point;

o curve, being concave southerly, and having a radius of 197.27 feet. through o central angle of

Course  No.   132::   run   thence  eNaosrttehrly0, 5a"4lo2n'5g3a"nEdasatr.ouanddistthaencoereofof192.02   feet.   to   the  point  of  curvature,   of  o  non-tangent  curve,   leading  easterly;

'

o1 7f8N'Vo6rt'2h1"7t8o'1t5h4e6r"iEgahst.t, o3n94ar.4c9difseteatn; ce  of  613.22   feet.   to   the  point  of  tangency.   of  o  non-tangent  curve,   lost  said  ore  being  subtended  by  a  chord  bearing  and  distance
Course No. 14: run thence, South 57"46 '35" East, o dis/once of 587.65 feet, lo a point;

20.27 feet, to the point of tangency. of lost said curve, lost said ore being subtended by o chord bearing and distance of North 51"33'14" West, 18. 76 feet;
Course No. 33: run thence, Sauth 89"43'46" West, along lost said tangency, a distance of 31.94 feet, to o point;
Course No. 34: run thence, North 61 °08'37" West, o distance of 47.41 feet, ta the point of curvature, of o curve, leading westerly;
Course No. 35: run thence, westerly, along  and  around  the  ore  of  o  curve,  being  concave  southerly,  and hoving  a  radius  of  15. 00,  through  a  central  angle  of 69°43'18"  to  the  left,  an  ore  distance  of  18.25  feet,  to  the point of tongency of lost said curve, soid ore being subtended by a chord bearing ond distonce of South 83"59 '44" West, 1 7.15 feet;
Course No. 36: run thence, South 49'V8'05R West, along last stJid tangency, Q distance of 60.87 feet, to o point;
Course No. 37: run thence, South 80"21 '55" West, a distance of 25.62 feet, to  a point; Course No.  38:  run  thence,  South  59/ 1'39" West,  a  distance  of 32. 41  feet,  to  a point;
Course No. 39: run thence, South 33'.27'03" West, a distance of 24.29 feet, to a  point; Course No.  40:  run  thence,  South  75"04'23"  West.  a  distance  of 99.94  feet,  to  a point;
Course No. 41: run thence, South 53/2'48" West, a distance of 541.61 feet, to the point of curvature, of a curve, leading southerly.
Course No. 42: run thence, southerly, along and around the arc of a curve, being concave easterly, and having a radius of 20.00 feet, through o central angle of 90'00'00" to the left, on ore distance of 31.42 feet,
to  the  point  of tangency of last  said  curve,  soid  arc being  subtended  by a  chord  bearing  and  distance  of South  08'12'48"  West,  28.28 feet;

9	of	of

Course No. 4.3: run /hence, South .36"47'12" East, o distance of 1JJ. 10 feet, to the point of curvature,  of o curve, leading soulheoslerly;
Course No. 44: run /hence, southeasterly, olong and around the arc of a curve, being concave sauthwester!y, and hovin a radius 400.00 feet, through a cenlral ong!e of 30"28'12" ta the right, on arc dis/once
212. 72 feet, to the point of tangency. of last said curve, said arc being subtended by a chord bearing and distance of South 21 "JJ'06" East, 210.22 feet;
Course No. 45: run thence, South 06/8'59" East, along last said tongency, o distance of 702. 14 feet, to the point of cur\/Oture, of a curve, leading southwesterly;
Course No. 46: run thence, south westerly. along and around the ore of a curve, being concave north westerly. and having a radius of 300.00 feet. through a central angle of 58"31 '75" to the righ t, an arc distance of
306.42 feet, to the point of tongency, of last said curve, said ore being subtended by a chord bearing and distance of South 22°56'38" West, 293.27 feet;
Course No. 47: run thence, South 52°12'16" West, along lost said tangency, o distance of 95.64 feet, to the point of cur\/Oture, of o curve, leading south westerly,
Course No. 48: run thence, southwesterly, along and around the arc of a curwi, being concave southeosterly, ond having a radius of JOO. GO feet, through a central angle of 30"17'46" to the left, on arc distance of
158.63 feet, to the point of tangency, of lost said curwi, said arc being subtended by a chord bearing and distance of South J7'VJ'2J" West, 156,79 feet;

'	feet,	of

Course No. 49: run thence, South 21 "54'27" West, along last said tangency, o distance of 151. 73 feet, to the point of cur\/Oture, of a curve, leading southerly,
Course No.  50:  run   thence,  Southerly,  along  and  around  the  arc  of a  curve,  being  concave  easterly,  and having  a radius of 500.00	through a central angle 42"22'56" to the left, an ore distance of 369.85 feet,   to  a  point,  last  said  ore  being  subtended  by  a  chord  bearing  ond  distonc,;  of  South   00•42 59"   WE>st,   361.48  f,;et;
Course No. 51: run thence, South 69°31 '29" West, deporting from lost said arc, a distance af 100.00 feet, to a paint, on the ore of o curwi, !eoding northerly;
Course  No.  52:  run  thence,  northerly,  along  and  around  the  ore  of a  curve,  being  concave  easterly,  and  having  a  radius  of 600.00  feet,  through  o  central  angle  of  02"51 '35"  to   the  right,   an   arc  distance  af 02"51'35' to the right, on arc distance of 29.95 feet, to o point, last said ore being subtended by o chord bearing ond distance of North 19'02'4J" West, 29.95 feet;
Course No. 5.3: run thence, South 69'.2/ '44" West, deporting from last soid arc, a distance of 143.03 feet, to a point;
Course  No.  54:  run  thence,  South  85"59'26"  West,   a  distance  of  226.3.3  feet,   to  a  paint;
Course Na. 55: run thence, South 79".3/'49" West, a distance of  204.5.3  feet,  ta  a  paint; Course  No.  56:  run  thence,  South  40"20'58"  West,   a  distance  of  .304. 15  feet,   to  a point;
Course No. 57: run thence, South 63"03'16" West, a distance of 525.37 feet, to a point on the northeasterly Right of Way line of STATE ROAD No. 13, (a 100 foot Public Raad Right of Way, as per State of Florida,

of	'

Course No. 2.- run thence, North 46"35'25" West, along lost said tangency, a distance of 1, 725. 01 feet, to the point of curvature, of a curve leading westerly;

StatCeouRrosoedNDoe. p/a;rtmrunenthRenigchet,  onforWthawyeMstoeprl,y,Praolojencgt  a7n8d5)o; rorundthtehneceo,reoloofnga tchuervaef,orbeesianigd cnoonrctaheveaswteerslyterRlyig, hat nodf hWaavyinglinae  roafdSiuTsA TE: R1,O4A9D1.2N5o.feJe.Jt,,   tthhreoufgolh!owaincgenftoruarl  (a4n)glecouorfse5s9"4a1nd20d"itsotatnhceesl:eft,   an  arc  distance  of  1,553.54

L268 L269
L270 L271
L272
L273 L274
L275
L276 L277 L276
L279 L280
L281 L282
L28J L284
L285
L286 L287
L288 L289
L290 L291
L292 L293
L294 L295
L296 L297
L298
L299 LJOO
LJ01 LJ02

S  40"23'07" £      230. 60'
N  21'48'57"  E      189.20'
N   16 '20"18"  W    453.02' N  1s50·18"  E       293_ 95·
N  86"0J'4g" E     .302.  70'
S  84'52'58" E     380. 67'
N   11'37'37"  E    479.70'
N   02°28'72"   W     509.85'
N  57"27'54"   W      225.81 '
N  41"14 '43"  W      198.93'

4r51 '57" w

N  29•31 '46"  W    167.20'
N	426.59'

w

N  3r53'43"  E     187.83' N  24"23 °32""   E     192.89"
N  66°49·oo"	104.59'
N  42°22'42"  W     252. 67'
S  05°28'53"   W       140.09'
N  81"41 '28"  W     199.18'
N   56"24'07"   W     208.85'
N   12'57'19"   W     269.86' N   54"27'25"   W    251.JB' N   69"27'53"   W       427.89'
S   57"34'36"   W      146.07'
S  46'1 1 '24"   W     132.45'

NS	161. 71' 

S  73'06'24"  W     /01.89' N  81'15'37" W     1 78.41'
82°1 0'48" E
34"51 '.36" £       94. 78'
N  66"49 '00" E      306. 09'
S  62"26'40' E     885. 62'
S  84°14'30"  E     293.57'
N  J8"21 '30"  E       198. 18'
S   78'55'42"  E      374. 19' 
5  70"08'51 "  E   334.88'
S  82"37'22"  E    405.56'

LJ86	N  51 "'07'26" E        46. 75'
L387	N  75°56'25"'  E      85.45'
LJ88	N  84"36'51 "  E    122.32'
LJ89	S  87°02'14"  E       77.58'
LJ90	N  36"59'30"  E      51.37'

s	r

LJ91	N  7719'55"  E        23. 77'
LJ92	45·18'27•	99.34'
L393	N  20'11'18" E        38. 40'
L394	N   03"21'10"  E        63.91' 
L.395	N  56"53'28"  E       65.60'
LJ96	s  7.3•2s•3a•  E     26.32'
L.397	N  82"J7'42"  E        72. 75'
LJ98	N  52"45'31 "  E      57.68'
L399	N  6519'1 /" E       76. 69'
L400	N  77•39'44"  E      49.62'
L401	N  40"57'24"   W        46.60'
L402	N  17"56'51 "  W       28.66'
L403	N  56"05'43"  E     113.15'
L403A	S  45"09'J7"  E       37. 7.3'
L404	N  14"33'23"  £    114.32'
L405	N  29"49'05"  W       44.48'
L406	N  10"57'14" £       52. 73'
L407	N  54"43'50"  £       46. 17'
L408	S  60°18'14"  E       16.70'
L409	S  24"50'58'  E       29.22'
L410	S  66"41 '19"  £     538.80'
LINE TABLE 411 -412 OMITTED IN REVISION L423	S 82°10'48" E 161.71' 
L424	N 34"51 '.JB " E      94. 78'
L425	N  66"49'00"  E      306.09'
L426	S  62"26'40"  E    338.65'
L427	S  38"54'02"  W     262.98'
L428	S  5.3"28'01"  £     307.94'
L429	S  45•79'40•  £    220.69'
L430	N  19°50'06"  E     192.04'

RanFgosr 2a7 PEOaIsNtT,   OF  BEGINNING,   BEGIN  ot   the  intersection   of  the  norther!y  monumented  line  of  the   'Hal!owes   Tract�   situated  in   ths  Francis  P.   Folio  Grant,   Section   39,   Township  5   South, 3co2u7r1s, espaagned 1 d32is9tonocfetsh:e  Public  Records  of  said  St.   Jahns   Coun ty,   Florido;   run   thence,   along   the   aforesaid  easterly  Right   of  Way  line  of  LONGLEAF  PARKWA Y,   the   following   three  (3)

St. Jahns Coun ty, Florida, with the sosterly Right of Way line of LONGLEAF PARKWAY, as dedicated to St. Johns Coun ty, by instrument recorded in Official Records Book

right,	orearc  distance  of  831.21   feet,   to   the  point  of  tangency  of  lost  said  curve,	ore	subtended  by  o   chord  beoring  and  distance  of  South  24"4J'43'West,   826.55   feel;

on	said	being

Course  No.   21::   rruun   tthennccee,  sSoouutthherl1y2, "2a9lo'0n1g" Waensdt, aarolounngd lathset  said otfanagecnucryv,e, abediinsgtanccoencoafve25w. 0es1 tefrelye,t, atnod thaevipnoginat   roafdciuusr\/Ooftu2re,2, 6o5f.0o0 cfuerevte,   tleharoduinggh  saouctehnetrrlya;l   angle  of  21 '01 '35 "to   the
Course Na. 3: run thence. South 35/0 Ll"West. along lost said tangency. a distance  of 451.89  feel.  to  a point:  nm  thence,  the  fallowing  twenty-one  (21)  Courses  and  Distances: Course Na. 1: run thence, North 80"40'52" East, a dis/once of 135. 19 feet, ta o point;
Course  Na.  2:   run  thence,  South  54"29 '03"  East,  a  distance  of  98. 14  feet,   to  o  point:
Course Na. 3: run thence, South 18"29'J8" East,  a  distance  of  181.64  feet,  to  a  paint; Course No. 4: run thence, South 32"47"00" West, a distance  of  114.35  feet, to  a  point; Course No. 5: run thence, South .36"48'10" West, o dis/once of 25.21 feel, to o point:
Course No. 6: run thence, South 89"52'11" West. o distance of  34.21  feet,  to  a  point; Course  No.   7:  run  thence,  North  33/6 '42"  West.   o  distance  of  20. 12  feet,   to  a point;
Course  No.   8:   run   thE>nce,  North  59"04'57"   West,   a   distancE>  of  39. 75   fE> et,   to   a  point  of  cur\/Oture,   of  a  curvE>  !eoding   westerly.
Course No. 9: run thence, westerly, along  and  around  the  arc  of a  curwi,  being  concave  southerly.  and  having  a  radius  of 27.00  feet,  through  a  central  angle  of  99"46'32"  to  the left, on ore distance of 47.00 feet, to the point of tangency of lost said curwi, said ore being subtended by o chord bearing and distance af North 64"21'38" West, 41.28 feet;
Course No. 10: run thence, South 63'47'22" West, along last soid tangency. a distance af 35.64 feet, ta o point;
Course No. 11: run thence, North 60"45'1.3" West, a  dis/once  of  46.00  feet, to  o  point; Course Na. 12: run thence, North 10"46'45" West, a distance of 15.93 feet, ta a paint;
Course Na. 13: run thence, North 43'39 "57" [ast, a distance of 18.00 feet, ta the point of cur\/Oture, of a curve leading northwesterly;
Course No. 14: run thence, Northwesterly, along ond oround the arc of o curve, being concave westerly, and having a radius of 25. 14 feet, through a central angle of 71 "07'07" to

9 lost soid	o

2th9e.2l4eftf,eeatn;   ore  distance   of  .31.20  feet,   to   the  point   of  tangency  of  lost  said  curve,   said  arc  being  subtended  by  a  chord  bearing  and  distance  of  North   07"45'39"  East,   a  distance  of Course No.  15:  run thence, North 31"58'14" West, olan	longency, distance of 62.40 feet, to a point;
Course No. 16: run thence, North 04"54'22"  West,  a  distance  of  12.89  feet,  to  o  point; Course  No.   1 7:   run  thence,  North   15'06'27"  East,  a  distance  of  73.07  feet.   to  a point;
Course No. 18: run thence, South 8511 '06" West, a  distance  of  7.37  feet,  to  a  point; Course  Na.   19:   run  thence,  South  35'10'24"  West,   a  distance  of  13.90  feet,   to  o point;
Course No.  20:  run  thence,  North  54•49'43"  West,  a  distance  of 16.38  feet,  to  o point;

1:	to	of	y.

Course No. 21: run thence, North 74'25'32" West, o distance of 21.23  feet, to  a  point  on  the  aforesaid  easterly Right  of  Way  line  of LONGLEAF PARKWA Y;  run  thence,  along  the  aforesaid easterly Right of Woy line of LONGL[AF" PARKWAY, the fallowing two (2) Courses and Distances:
Course No. run thence, South 35/0'21" West. o distance of 796.57 feet, the point cur\/Oture, of a curve leading southerl
left,CoaunrsaercNod.is2ta:ncreunofthence  southerly,   along  ond  around  the  ore  of  a  curve,   being  concave  easterly,   and  having  a  radius  of  1,1.35.00  feel,   through   o  central  angle   of  01 "52 '43"/o   the

Course No. 15: run thence. South 28"33'27" Easl. o distance of 495.97 feet. lo a point:

feet, to the point of tangency of last said curve, said arc being subtended by o chord beoring and distance of North 16"44'45" West, 1, 484.23 feet:

LJOJ

S 46"49'47" E 365.43'

L431	N 02"50'58" E 54.85'

easterly Right of Woy

feet. to a point, last said ore being subtended by a chard bearing and distance of South .34"14 '00" West. 37.21 feet: thence departing from aforesaid

Course  No.   16:  run  thence,  South  28"39'55"  West.   a  distance  of 310.12  feel.  to  o point:
Course  No.   1 7:    run   thence,  South   7.J":27'16"  West.   a  distance  of  147.61  feet,   !o  a point:
Course  No.  18:  run  thence,  South  54/ 7'33" East.  a  distance  of 536.88  feet,   to  a point:
Course  No.   19:   run   thence,  South  03"08'19"  East.  a  distance  of  279.38  feet,   to  a point:

Course  No.   22::   rruun  tthheennccee,  eSaosuttehrly2, 4a"0lo9n'0g5a"dEaasrto,unaddtishteance  of  216.50   feet,   to   the  point  of  cur\/Oture,   of  a  non-tangent  curwi,  leading  easterly;

Course  No.  20:  run  thence,  South  17°38'48"  West,   o  distance  of  605.51   feet,  to  o point;
22".32 '24"to   the  right,   an   ore  dis/once  of  182.93  feet,   to   the oproeinotf oaf ctaurnvgee,ncbyeinagf  concasvaeidscouurtwihe,rlyso,  idanodrehabveiningg asurbatdeinusdeodf b4y65a.0c0hofredetb, etohrrinougghanod  cdeisnttarnacl eanogfleNaorfth

feet,   to   the  poiJn.t-   orufn tatnhgeenncceywoefstleorsly.t  saaliodngcuarvned,  around   the   ore   of  a  curve,   being  concave  south erly,   and  having  a  radius  of  2,914.90   feet.   through   o  central  angle  of  42'24 '00"to   the  left,   on   ore  distance  of  2,157.08 thence, North 88"59'25" West, olong lost said tangency, a distance of 136.96 feet; thence deporting from the aforesaid northeasterly Right of Woy

Course No.	lost  said  ore  being  subtended  by  a  chord  bearing  and  distance  of North  67"47'25" West,   2,1 08.20 feet;4.-    run		Jine of STA TE: ROAD No. 13, run the following

eighteen (1B) courses and distances:
Course No. 1: run thence, North 51"46'02" West, o distance of 108.71 feet, to o point;
Course No. 2: run thence, North 28°34'09" West, a distance of 21 7.98 feet, to  o point; Course No. 3: run thence, North 45•29'39" W,;st, a distance of 582.53 fe,;t, to a point:

LJ04
LJ05 L306
LJ07 LJ08
LJ09 L310

S  08"21 '43"  E      450.94'
S  J5"JJ'27"  E     280.59'

N 24"47'28" W

S   77"40'1 1"  E       1 17585. 1.666' '
N  33"07'50"  E     149.27'
N  82"41 '58"  £    213.86'
S  .38"23'17'  E     332.83'

L432	N  16"26'59"  E        6.3. 84'
L43J	N  34"52'01 " E      .34. 02'
L434	N  68"20'59"  £      44.36'
L435	s  7J001 '28"  E      32.05'
L436	N  44•33'25"  E      31.09'
L437	S  75"38'36"  E      88.02'
L438	S  66°22'21"  E       55.52'

Course  Na.   1:   run  ltinheencoef, LOSNouGtLhEAJF9"JP1A'RJ8K"WEAaY,st,ruon dtihsetanfcaellowoifng95f.o4r4ty-fefeotu, rto(44a) pcooinutr;ses   and  distances:

to

Course No. 6: run thence, South 44"33 '25"East. a distance of 31.09 feet, to a point;

a distance of 32.05 feet. to a point;

Course  No.   4:   run   thence,   South   75"J8 "J6 "East,   a  distance  ofof 55.5288.02  fefeet,et,  to  aa  point;point;

Courrsse  No..   2.J:   run   thence,   South   2606''2V24 '.21 7/ ""Eaast,   ao  distance  of  2.J.59  feet,   to  a  point: Course No. 5: run thence, North

s	7	68"20 '5 9" East. a i ta e of 44.36 feet. a oint;

73"01 '28"East.

Course No. 11: run thence, North 19"50 '58"Eost, a dis/once of 54.85 feet. to o point:

Course  No.   8:   run   thence,  North   34"52 01 "Eost,   o  dis/once  of  34. 02   feet,   ttoo  o  point;

79'19 '39'East, 181. 75 feet;

lost

Course No. 4: run thence, North 14•47'42" West. a distance of 382. 17 feet, ta a point;

LJ11

N 83'1 7"12 "" E 176.85'

L439	S 20"04'17" E 23.59'

Course No. 9: run thence, North 16"26 ''59"East, o dis/once of 63.84 feet, to o paint;

JohnCsouCrsoeunNtyo,.  b2y3:inrsutrnumtheenntcer,ecSoorduethd  8in9"2O4ff'i0c9io"!  ERaescto,rdas dBisotoaknc3e27o1f,  1p4a1g.8e8 13fe2e9t, otfa thoepPoiunbt/leonRetchoerdwsesotferslyaidRigShtt.   JoofhWnsayCloinuenty.of F"L!OoNriGdLaE; ArFunPAthReKnWAce,Y, alaosngdetdhiecaatefodretsoaidSt.
westCeorulyrsReigNhot.  o1f:  Wruany  ltihnencoef  LsOoNuGthLeErAlyF",   PtJlAoRngKWAanYd,   arurnounthde thfoelloawricnr;ioftwoo c(u2r)ve,cobuerisnegs  caonndctJdvisetaenacsetse:rly,   and  htJving  a  radius  of  .3, 565.00   feet,   through   a  central  angle  of
24"41 '08" to the left, an arc distance of 1,535.96  feet,  ta  the  point  of  tangency  of  lost  eald  curve,  said  arc  being  subtended  by  tJ  chard  bearing  and  distance  of  South 11/4'46" East, 1, 524. 11 feet;
Course No. 2: run thence, South  2.3"35'20"  [ast,  along  lost  said  tangency,  o  dis/once  of 841.09  feet,  to  a point  on  the  monumented  easterly line  of said  Francis  P. Fatio Grant, Section 39, Township 5 South,  Range  27 East,  St.  Johns  Coun ty,  Florida;  run  thence  along said  easterly line  of said  Francis  P.  Fotio Grant,  Section  39,  (and also being the easterly boundary of the RiverTown PUO), run the following two (2) courses and distances:
Course No. 1: run thence, South  41"27'16"  West,  a  distance  of  6,979.61  feet,  to  a  point; Course No. 2: run thence, South 41 "39'57" West, a distance of 2,819.33 feet, to a point;
Course No. 3: run thence, South  42·47'30"  West,  a  distance  of  2,201.66  feet,  to  o  point  on  the  aforesaid  northerly Right  of  Woy  line  of  STATE  ROAD  No.  13,  (o  100 foot Public Road Right of Woy, os per State af Florido, State Rood Deportment Right af Woy Map, Project 785), and the POINT OF BEGINNING.
The londs thus described contains 25,292, 126 square feet, or 580.63 Acres, more or Jess, in area.

Course No. 5.- run thence, North 25"36'05" West, o distance  of  222. 60  feet, ta  a  point; Course No. 6.- run thence, North 37°16'32" West, a distance of 251.19  feet,  to  a  point; Course  No.   7;   run  thence,  North  15"04'45"  West,   a  distance  of  454.83  feet,   to  a point;
Course No. 8.- run thence, So11th 69"56'52" West, a distance of 500.85  feet, to  a  point; Course  No.  9:   run   thence,   South  73·34'06"  West,  a  distance  of  591.54  feet,   to  a point;
Course No. 10: run thence, North 10"08'34" West, a distance of  500.54  feet,  to  a  point; Course  Na.   11:  run  thence,  Narth  05"08'54"  Eosl,  o  djstonce  of  .343. 48  feet,   ta  o point;
Course No.  12:  run  thence,  South  86".38'10"  West,  a  djstance  of  1.31.22  feet,   to  o point;
Course No. 1.3: run /hence South 32"15'/8" Wes/, a  dis/once  of  417.65  feel.  to  o  point; Course  No.  14:   run  /hence,  South  80"J7'31 "  West.   a  distance  of 371.02  feet,  to  a point:
Course No. 15: run /hence, North 73°41'07" West. a distance of 151.04  fee,t,  to  a  point; Course  No.   16:  run  thence,  South  79•35'35"  West.   a  distance  of 270. 11  feet,   to  a  point;
Course  No.   1 7:   run   thence,  North  46"58'09"  West.   a  distance  of  330.95  feet,   to  a point;

CourseCourse  No.No.   2.-/;   run   thence,   North   12"11'31"  East,   o  distance  of  638.25  feet,   to   the  point   of  curvature,   of  a  curve  leading  northerly.

Course No. 18: run thence,  North  86"04'53"  West,  a  distance  of  283.56  feet,  to  a  point,  an  the  easterly Right  of  Way  line  of  STATE  ROAD  No.  13;  run  thence,  along  the  aforesoid  easterly  Right  of  Way  fine  of  STATE ROAD No. 13, the following three (3) courses and distances:

soid ore being subtended by o chord beoring and distance of North 01 "51 '3/'East. 1.045.71 feet;

said  St.   Johns  County.   F"larido;   run   thence,   along  last  said  line,   and  also  being   the  southerly  line   of  those  lands  described  ond  recorded  in   Official  Records  Boak  87B,   page   128.3  of  the  Public  Records  of

feet.   to  the  point  roufn tatnhgeenncceynofthloesrtly,saaildoncguravne.d  around  the  arc  of  o  curve,   being  concowi   westerly,   and  hoving  a  radius  af  2,914.89   feet,   through   a  central  ongle  of  20"40 '00"to   the  right,   an   ore  dis/once  of  1,051.41 PubClicouRrseecoNrdos.   Jo.f-   run   thence,   North   08"28'29"   West,   along  last  said  tangency,   a  distonce   of  2, 119.40   feet,   to  a  paint   on   the  monumented  southerly  line   of  !ands  described  and  recorded  in  Deed  Book   'I<�   page   347  of  the St. Johns Coun ty, Florida, the following two (2) courses and distances:
Course No. 1.- run thence, South 8Bl 1'16" East, o distance of 288. 50 feet, ta o paint;
Course No. 2; run thence, North  54"15'52" East, o distance of 4,016.06 feet, to  a point, said point also lying on the southerly boundary of BARTRAM PLANTATION PHASE TWO, as shown on the plot thereof, recorded in

as shown on the plat thereof, recorded in Map Book 46, pages 78 through 89 of the Public Records of said St. Johns Coun ty, Florido, and the POINT OF BEGINN!NG.

BMAopRTBRoAoMk P4L6A, NpTaAgTeIOsN78PHtAhSro[ugThWO8,9   of  the  Public  Records  of  St.   Johns  County.   Florida;   run   thence,   South   89"20'59"  East,   along  last  said  line,   o  dis/once  of  883.58   feet,   to   the  aforesaid  most  southeasterly  corner  of

L312 LJ13
LJ14
LJ15 LJ/6
LJ/7
LJ/8 LJ/9
LJ20 LJ21
LJ22 L323
L324
L325 LJ26
L327 LJ28 LJ29

N  os1 1·30"  E      303. 94'
N   27'42 '47"  W      184.9.J'
N  5J"J1 '56"   W      505. 15' 
N  29"20'18"   W       455. 13'
N   12"00 '41"  E    246.00'
S   71 '09'39"  E      145.31' 
N  86'27'14"  E     133.42'
S   75'15'23"  E      108.54'
S  82"55'52"  £   166.38'
S  58"52'20"  E      282. 11' 
N   39"'03"09"    W   1, 068.36'

w

N  12"22'J9"  E   204.31 ' s aa"51'00·	65.97
S  00"02'15" E        8.J. 71 '
S   35'56'30"   W        27.17'
S 00"48'28" [   58. 67'
S  18'24'01 "  E      47.05'
S   19'55'18"  W        30.75'

L440	S  39"3/'38"  E        95.44'
L441	N   79"54'20"   W        81.54'
L442	N  5412 '02"  W     299.29'

w

L443	N   65"34'19"   W     280.52'
L444	s 68•44'57•	.388.22·
L445	S  39•03'09•  E 1,068.36'
L446	S  12"22'39"  W      204.31 '
L447	S 35•10•21• W     796. 57'
L448	S  62"26'40"  E    546.97'
L449	S  12°29'01"  W      25.01 '
L450	N  41 "27'22"  W    139.92'
L45/	N  31"'03'06"  E     135.98'
L452	N  01"42'41 "  W    131.35'
L453	N  63"55'57"  E      81.06'
L454	N  78'18'57" £       .33. 28'
L455	N  15"38'52"  £       2.3. 73'
L456	N  45"20'17"  E        27 65'
L457	N  08'06'47"  W        22. 12'
L458	N  58"30'40" E       58. 97'
L459	N   18"46'26"  W       87.49'
L460	N  14"31 '19" W	94.61' 
L461	N  18"31 '54" E	59.89'
L462	N  24"34'07"  W       38.96'
L463	N   15"36'46"  W        58. 75'
L464	N  13"54'08"  E        74. 74'

Course Na. 10: run thence. North 02'50

Course No. 13: run thence, South 53'28''0/"East, a dis/once of 307.94 feet, to a point;

Course  No.   12:   run   thence,   South   45"19'0460""EWaesst,t, aa ddisistatannccee ooff 12920.0.649 fefeeet,t, toto aappooinint;t;
Course No. 14: run thence South 38"54 '02" West, a distance of 262.98 feet,  to  a  point; Course  No.  15:  run  thence,  South  62"26'40" East.  a  distance  of 546. 97 feet,  to  a point;
Course No. 16: run thence, South 8414'30" [ost, a  distonce  of 293. 57  feet,  to  a  point; Course  No.   1 7:   run  thence,  North  38'21 '30" East,  a  distance  of  198. 18  feet,  to  o paint;
Course  No.   18:   run  thence,  South  78'55'42"  East,  a  distance  of  374. 19  feet,   to  a point;
Course  No.   19:   run  thence,   South   70'06'51"  East,  a  distance  of  334.88   feet,   to  a point;
Course No.  20:  run  thence,  South  82"37'22"  £ast,  a  distance  of  405.56  feel,   to   a  point; Course Na. 21: run thence, North 56"46"72 "" East, a distance of 760. 14 feet, to a paint;
Course Na. 22: run thence, South 45•49'47" East, a distance of 365.4J feet,  to  a  point; Course No.  2.J:  run  thence,  South  08"21 '4.J" East,  a distance  of 450.94  feet,  to a point;
Course No. 24: run thence, South 19 '21 '42" East, a distance of  754. 67  feet,  to  a  point; Course No. 25: run thence, South .35"33'27" East, a  distance  of  280.59  feet,  to  a  point; Course No. 26: run thence, South 77"40'7 7" Eost, o distance of 178. 16 feet, to a paint;

Course  No.   28:   run   thence,   North   33"07	poirot;

7	24"4 '28" West. o distance of 155.66  feet,  to  o '50"Eost.  a  distonce  of  149.27  feet.  to  o point;
Course No. 29: run thence, North 82"41 '58" [ost, o distonce of 213.86  feet,  to  a  point; Course No. JO: run thence, South 38"23'17" East, a distance of 332. 83 feet, to a point;

JJ;4:	point;

Course No. 31: run thence, North 83/7'12"  East,  o  distance  of  176.85  feet,  to  o  paint; Course No. 32: run thence, North 03/7'.30" East,  a  dis/once  of  303. 94  feel,  to  a  paint;  Course No.	run thence, North 27'42'41" West, a dis/once of 184.93 feel, to a
Course  No.   35:   run   thence,   North  52J9""2J01 '51 86"" WWeesst,t, aaddisistatonnccee ooff  505. 15   feet,   to  o  point;

The lands thus described contains 43,087,062 square feet, or 989. 14 acres, more or less, in area.

L465	N 72"36'04" W 56. 79'

'	455. 1J feet, to o point;

g;;�
�/'

�

£_!L_J4i!a6:,B-""s(9' '

L466	N  23"35'20"   W        95.90'
L467	S  66"25'13"  W     .370. 99'
L468	S  17"44'18"   W       28.26'
L469	S  45"28'59"  W        19.46'
L470	S  29•2.3'32•  W       26.J4'

Course  No.   36:   run   thence,   North   12"00'41 "  East,   a   distance   of  246.00   f<,et,   to  a  point;
Course No. 37: run thence, North 56'00'07" East, a  distance  of  672.90  feet,  to  a  point;  Course No. 38: run thence, South 74"42'42" East, a distance  of  840. 14  feet,  to  a  point; Course No. 39: run thence, South 37"10'/9" East,  o  distance  of  587.70  feet,  to  a  point; Course  No.  40:   run  thence,  South  71 "09'39"  fast,  o  distance  of  145.31   feet,   ta  a paint;

,   L45tf

0

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_...,

L452	6>
L453

Course  No.   41:  run  thence,   North  86'27'14"  Eosl,   o  distance  of  133.42   feet,   to  o pain/;
Course No. 42: run thence, South  75'15'23"  £as/,  o  distance  of  108.54  feet,  to  a  point; Course  No.   43:   run  thence,   South  82"55'52"  East,   o  distance  of  166.38  feel,   to  o point;

-5'.,:f',�

(
L     1        �
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Course No. 44: run thence. South 58"52'20" East, o distance of 282. 11 feel. to a point on the monumented easterly line of soid Francis P. Fatio Grant. Section 39. Township 5

P.

5	East,	in	1	16,

Saulh.  Range  27  [as/,   St.  Johns  County,  Florida:   run  thence  along  said  eoster!y  !ine  of  said  Francis       Fatio Gran t.   Section  J9.   (and  also  being  the  monumented  wester!y  line  of  Section 28,   Township      South, Range 27	and  also  being  the  monumented  westerly line  of COUN1R YSIO[,   os  shown  on  the  plat  thereof,  recorded      Mop  Book  40,  pages     through	of
tRhieverPtuobwlnic,   Ranecdorad!sso obfeiSntg.   Jthohensn,orCthoeurn!yty,linFeloroidf a")T;heruHna!t!hoewnecse, TrNaocrtt:h  s4it1u"2a7te'1d6 "iEnosatf,oraelsoanigd  lForsatncsiasid  line,   a  distance  of  J,429.52   feet,   to  o  point   on   the  aforesaid  northerly  line  of

""

L455 .v
L457- lc2..3 ..3

said  line,   the   fo1l:lowinng thtwE>on c(2)   cortuhrse8s7/a7n'2d1 d" iWsE>tastn,ceas:distance  of  5,275.53  faet,   to  a  point;

Course No. 2: run thence, N 87"27'26 " West, a

Fatio Gran t. Section 39, Township 5 South, Range 27 East; run thence, along lost

'
- L460

instroment,   recorded  in  Officio/  Records  Boak   1400,dpisatagnece12o0f4,560.74   feet,   to  a  point,   being   the  most   northeasterly  corner  of  BARTRAM   TRAIL  HIGH  SCHOOL,   os  described  in   that

Course No. 3: run thence, South 49'06 'J7"West. a distance of 831.78 feet. to o point;

South   27'50 '.230/"W"West,est,  ao  didis/oncestance  ofof 414.04480.59  feet,feet, lo a point;

recorded in Officio! Records Book 1400, page 1204 of

of the Public Records of St. Johns Coun ty, Florido; run thence, along the boundaries of aforesaid lands described and

L45B"Z--;1s-�      i   ,-,

C234

'8 .,,/      6',7
L462_,,-_A.-,J,\_ L464 L46.J)
SCALE : 1 " = 300'
Detail of dimensional data

RiversToEwdnge  COD LPeagrcoe! l D2escription
A Poree/ of lond, being a portion of the F"roncis P. Polio Grant, Section 39, Township

5 South, Range 27 East, St. Johns County. Florida, said parcel of land being more porliculorly described as follows:

Coursse  No..   21::  rruunn  tthheennccee,,  South   29"55 '50"Eost,   a  dsiasitdanPcuebliocf R1,e4c0o5rd.5sB,   tfheeet,fotlloowainpoifniftt;een   (15)  courses  and  distances:

to

CCourse  No.   4:   run   thence,   South   48"52 '	to5	82"37'.22 "        t.   a  distance   of  375.87   feet.

Course  No.  8:  run thence, South	to a point;'47 "        t,   a     istance     f  438. 9 7   feet,   to   a  point;

8J"J1

a point; Course  No..   67:   run   thence,  NNorth   3667""4189'31 24" West,,   a  diistance  off  213980..5862  ffeeeett,,    to  oa  ppoiinntt;;

Course No. 10: run thence, North 24"04 '

4J"4J "JJ' West,   a     istance  of  242.J8   feet,   to  o  paint;

14: run thence, North 22'50 '52"East, o distonce of 170.75 feet, to o point;

of Woy line of LONGLEAF PARKWA Y, and the POINT OF BEGINNING.

Course No. 15: run thencs, North 46'48'23"East, o di.stones of 414.48 feet, to o point on the aforesaid northerly line of ""The Hai/owes Tract� situoted in aforssaid Francis P. Fotio

Course  No..   9:   run   thence,   North   50'01 L4O4• W'Eeasst,t, ao ddisistatannccee ooff6726.71.51 fefeet,t, toto aoppoainint:t; Course  Na.   1121 ::   rruunn  tthheencee,,   Norrtthh  06"15 "54" West,   o   distance  of  461.02   feet,   to  o  point;

around "Commercial 2" 

For o Point of Refe,rence, COMMENCE ol the intersection of the easterly line of

courses ond distances:

in Official Records Book 3271, page 1329 of the Public Records of said St. Johns Coun ty, Florido; run thence along the aforesaid easterly Right of Way line of LONGLEAF PARK WAY, the following two (2)

instrument recorded

soid

Francis P.

Folio

Grant,

Section

39,

with

the easterly Right of Way line of LONGLEAF PARKWA Y,

os dedicated to

Sl. Johns Coun ty, by

Course No. 13: run thence, North 29"41 '.23" West, o distance of 105.05 feet, to o point;

lost said arc being subtended by a chord bearing and distance of North 08'5927"West, a distance of 1,731.50 feet.

Course No. 1: run thence, North 2J"J5 '.20" West, a distance of 781.17 feet, to the point of curvature, of a curve leading northerly,

47"to the right. on ore distance of 1, 750.38 feet, to

lGinraento,f Sseocidtio"nHa3l/9o,weTsowTnrsohcipt•, 5SeScotuiotnh, 3R9a, nagedi2s7tanEcaest,ofan2d11 .a5ls3o fbeetin, gtothae  pnoirntth woensttehrely ecaosrnteerrlyoRfigshotid  BARTRAM   /RAIL  HIGH   SCHOOL;   run   thence  North   87'27'26" West,   along   the  northerly

RCOivDerT2o wn

Legal  DSesocurtihptiPoonree/

St. Jahns County. Florida, said parcel of land being more porlicu/orly described os fallows:

SectAionPar4e2e, ! Toofwnlasnhdip,   b6eiSngouath,poRratinogne o2f7thEeasFtr, ancis  P.   Fotio  Grant,   Section   39,   Town ship   5   South,   Range  27  East,   together  with   a  portion   of  the  Francis  P.   Fatio   Grant,
For a POINT  OF  BEGINNING,  BEGIN  ot  the  intersection  of  the  southerly Right  of  Way  line  of STA TE  ROAD  No.  13,  (a  100  foot  Public  Rood  Right  of  Woy, os  per  State of Florida, State Road Department Right of Way Mop, Project 785), with the easterly monumented line of said F"ronces P. Fotio Grant, Section 42, Township 6 South,

o central angle of

RanCgeour2s7e ENaas.t, 1:anrdunrutnhetnhceen,cea,loanlgonagndthaeroaufonrdestahied  asracidosfoauthcuervye,Rbigehint gofcoWnacyavleinesooufthSwTeAsTt£erlyR,OAaDndNhoa. vi1n3g,   atherafdoiulloswoinfg22tw,8o68(2.2)8cofeuerts,estharonudghdistances:
00'15'41" to the left, on arc distance of 104.28 feet, to /he point of  tangency of lost  said  curve.  said arc being  subtended  by a  chord bearing  and  distance  of North 6J'19'3C West. 104.28 feet;
Course Na. 2: run thence, North 63"27'26" Wes/, o!ong Jost said tangency. a distance of 4,098.56 fee!, ta a point; thence departing from aforesaid Right of Woy line,

the CPoOuIrNsTe  ONFo. B2E:GINruNn!NGth,ence  Northerly,   along   and  around  the  ore  of  o  curve,   being  concave  easterly,   and  hoving  a  radius   of  3,435.00  feet,   through   a  central   angle   of  29/1 '
From the POINT OF BEG!NNING thus described, and thence deporting  from  the  Right  of  Woy  line  of LONG  LEAF PARKWA Y, run  the  fa/Jawing  fifty-seven  (57)  courses  and  distances: Course Na. 1: run thence, South 86"51'22" Eost. a distance of 165.43 feet, to a point;
Course Na. 2: run thence, North 87"27'25" East, a distonce of  197.94  feet,  to  a  point; Course No. J: run thence, North 45"01'16" East, a distance of 74.55 feet, to a point;
Course No. 4:  run  thence,  North  59"03'17"  EtJst, a  distance  of  128.09  feet,  to  a  point; Course No. 5: run thence,  South  68°51'10"  EtJst,  a  distance  of  146.06  feet,  to  a  point; Course  No.   6:   run  thence,  South   25•57'32•  Eost,   a  distance  of  180. 71   feet,   to  a  point;
Course  No.  7:  run   thence,  South  15'57'2J"  West,   a  distance  of  191.82  feet,  to  a point;
Course No. 8: run thence, North 86'22'14" Eost, a distance  of  442.64  feet,  to  a  point: Course  No.  9:   run   thence,  North  13•49'49"  West,  a  distance  of  781.90  feet,  to  a point;
Course No. 10: run thence, North 25•34'55" West. a  distance  of  186.59  feet,  to  a  point; Course No. 11: run thsnce, South 88°47'09" West, o  distancs  of  122.09  feet,  to  a  point; Course  No.   12:   run   thence,  South  02•39'03" East,  o  distance  of  168.85  feet,  to  a  point;
Course No. 13: run thence, South 79"47'07"  West,  o  distance  of 272.38  feet,  to  o  point; Course Na. 14: run thence, North 0.3"20'1 1" West, a distance of 453.06 feet, to a point:
Course No. 15:  run  thence,  North  70"43'23"  [ast,  a  dis/once  of  279. .33  feet,  to  a  point; Course No. 16:  run  thence,  North  16"19'31"  [ast.  a  distance  of  187.60  feel,  to  a  poin l.· Course  No.   1 7:    run   thence.  North  24'19'13"  West.   o  distance  of  149. .38   feet.   to   a point:

The lands thus described conloins 12,416,635 square feet, or 285. 04 Acres, more or less, in areo.

REVISEP  ADDEP  PARl-EL  II-ELEMENTARY Sc:HHuL SITE/REVISED 2 C:-DD PARl-ELS Joe, No 4207B, MAY IB, 2016
REVISEP  ADDED  SHEET  FOLR  (4)
FOR  "OJTPARC:-EL  LE0AL  DESC:-RIPTIONS'" Joe, No 41532, APRIL 2'J, 2016

run the following four (4) Courses and distances:
Course Na. 1: run thence, South 27"52'36" Wes/, o

distance of 197.84 feet, to o point;

Course  No.  18:  run  thence,  South  68"51'10"  West,   a  distance  of 292. 13  feet,   to  a point:
Course  No.   19:   run  thence,  North   1J"J8'12"  West,   o  distance  of  149.11  feet,   to   a point:

REVISED C:-DD f:,OJNDARY(IES) PER EMAIL

Course No. 2: run thence, South 71"24'28" West, a  distance  of  152.25  Feet. to  a  point; Course No. 3: run thence, South 7912'13" West, a distance of 294. 12 feet, to a point;
Courss No. 4: run thencs, South 73/5'09" West, a distance of 101 .88 feet, more or less, to the "Mean High Water" Line of the St. Johns River; run thence,

less,   to  o  paint  on   the   aforesaid  southerly  Right   of   Way  line   of  STATE  ROAD   NO.   1 3,   and   the  POINT  OF"  BEGINNING.

Southeasterly. along and around the meanderings of the aforesaid "Mean High Water" line of the St. Johns Riwir, a distance of 4, 615 feet, more or less, to a point on the  aforesaid  Easterly  monumented  line   of  said  Frances  P.   Fotio  Grant,   Section   43,   Tawnship   6   South,   Range  27  East,   which   bears   South   47•35'54•   West,   a  distonce  of a1, 0d5i3stafneceet,  omfo1r,e05o3r  lfeesesl,,   mfrore  tohre  POINT  OF  B[GINNING;   run   thence  North   47•35'54"  East,   olong  said  Easterly  monumented  line  of  the  Francis  P.   Fotio   Grant,   Section   42,
The lands thus described contains 4,581, 735 square feet, or 105.18 Acres, mare or less, in area.

Course No.  20:  run  thence, North  18"5.3'56" East,  a distance of 352.75  feet,  to  o  point;
Course No. 21: run thence, North 53"24'47" East, a distance or  191.55  feet,  to  a  point: Course  No.  22:  run  thence,  South  60"33'16"  East.  a  distance  of  777. 13  feet,   to  a point;
Course  No.  23:  run  thence,  South  07"26'12"  West.   o  distance  of  305.56  feet,   to  o point;
Course  No.   24:   run   thsnce,   South   23"5B'41"   West,   o  distoncE>  of  302. 77  feet,   to  o  point;
Course Na. 25: run thence, South 12°32'16" East, o distance of 202.43 feet, to a point; Course Na.  26:  run  thence,  South  05/ 7'38" East,  a  distance  of 238. 14 feet,  to  a  point;
Course Na. 27: run thence, South .34"38'38" East, o distance of 224. 18  feet,  to  o  point; Course  Na.  28:  run  thence,  South   19/4'38"  West,   o  distance  of  200.00  feet,   to  o point;
Course  Na.  29:   run  thence,  South  40"23'07"  East,  a  distance  of  230.60  feet,   ta  a  paint;
Course No. JO: run /hence, North 21•43'57" East, a distance  of  189.20  feet,  to  a  point: Course  No.  .31:   run  thence,  North  16.20'18"  West,   o  distance  of  45.3.02  feet,   to  a point:
Course No. 32: run thence, North 13"50'18" East, o distance of 293.96 feet, to  a point: Course No.  3.3:  run  thence, North  86"03'49" East,  a  distance  of .302. 70 feet,  !o  o point;

No.  37:  run  thence,  North  02"28 '12" West,  a	509.85 feet, to a point;

Course	distance of

Course No. 34: run thence, South 84"52'58" East, o distance  of  380. 67  feet, to  o  point; Course No. 35: run thence, North 32"43'06" East. a  distance  of  602.21  feet,  to  a  point; Course  No.  J6:  run  thence,  North  11 •37'37"  East.  a  distance  of  479.70  feet,   to  a  point;
Course Na. 38: run thence, North 57"27'54" West, o distance of 225.81 feet, to  o point; Course Na.  39:  run  thence,  North  41/4'43" West,  o  distonce  of 198.93  feet,  to  a  point:

LEGEND

FROM PROSSER DATEP MARC:-H 7, 2016 Joe, No. 4IB:lS, MARl-H 21. 1-0lib
REVISED C:-DP f:,OJNDARY(IES) PER EMAIL FR&M PROSSER DATEP FEf:, 04, 2016
JOf:, No  417S6, FEf:,RUARY 12, 2016
REVISED C:-DD f:,OJNDARY f:,ETWEEN C:-DD :l PARC:-EL, & RIVERS EP0S C:-DD PARC:-EL  L  PER  NEW  PLAN JOf:, No. 415'.37, JANUARY OB, 2016
�!/, I E	,�JI Y  I 11 .    2..tJl'.7

i	/Z.	F    wa<t<=",l

,1,-;:::7   \JO	i-lOl:S

Course  Na.  40:  run  thence,  North  29"31 '46"  West,   o  distance  of  167.20  feet,  to  a point;
Course Na. 41: run thence, North 47"51"57"" West, o  distance  of  426.59  feet,  to a point; Course  Na.  42:  run  thence,  North  37"5J'43"  East,  a  distance  of  187.BJ  feet,   ta  a  point;

NOTES:

l'LN:'.llL'.:,	' 'l'<Ul'-1   f-'l.c,_  01...1"

=·'c

_x:,

(,AS   �-OTE'.:O)

Course No. 4.J: run thence, North 24"2J'32" East, o distance of 192.89 feet, to a point; Course No.  44:  run  thence, North  66°49'00"  West,  o  distance of  104.59  feet,  to o point;
Course  No.  45:  run  thence,  North  42"22'42"  West,   o  distance  of  252. 67  feet,   to  o point;

ru+: r<:rS'	,     "'L,\

Course Na. 46: run thence, South 83"55'19" West, o distance of  634.42  feet,  to  o point; Course  Na.  47:  run  thence,  North  86'16'49"  West,   a  distance  of  772.74  feet,   to  o  point;

I)	:J t(/1\/1'--   1-EFE1/1'1   /'.'-:'.E   "'�:\",EP   (A   111=.   '.'E'zlU	S   c/1   FSI\IEFS I (INN,   'NIt C-11   .',<.=.

r

?U:,c;f'vff,   MII&··   i,?E   f;l\'OW   CN   -··E   ST /..TE   Cf'     _O? P'\   'oT ,\-i=:   '--LJ,l'-:::   ,:;O:J??lh/,TE   <3y,-,-=fv•.,
'=.:\SI    7&"-1E   (7ttE   :;'cJ;,      "E  C-E:"J I =-r'L \.'::  tf"   s1·,\  '=.   fc'.U/,/   'k•    I'.'   ':'.Et"s.-<'.l'Jb   '-   {,;;·  '.! i''tf;·   \':'
z;.  IHl'.i   10   A   C.N     C:.!-   -,;   '.::,f-1,){v"   '.:.iKAllil(AI I ..._,   IH     f;;CL/t�[)f..fS�'     1'--11  0   CJ-    -i-1     VA'< l')U,:";,

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Course  No.  48:  run  thence,  South  05"28'53"  West.   a  distance  of  140.09  feet.   to  a  point;
Course  No.  49:  run  thence,  North  81"41 '28"  West.  a  distance  of  199.18  feet,  to  a point;

(Y/   '-''1\R(ELS    /,S   SlicNt,J   &''I   {)N   I  tE  :.,: 1vE--<'.l "&'N'J   (&''-.J(.E:.;,   J/\L   ;,:::::;.   --=L\N,   PR'::f''/.fi'.'::J,'

ti)[)

f'N   '·'RO'l",EP,   DAT::P   l'-,lif-'..c,.fI  -:,.   ZCl'S,   ANV   LE'.°1J'L   )E0(,,-R lr'- 10--,0   TO   i-->:::-I JR•\-3..';

A & J LAN D SU RVEYORS, INC.

Course No.  50:  run  thence, North 56"24'07"  West,  o  distance  of 208.85  feet,  to  o  point;
Course Na. 51: run thence, North 12·57'79" West, a  distonce  of 269.86  feet, to  a point; Course  Na.  52:  run  thence,  North  54"27'25"  West,   o  distance  of  251. .38   feet,   to  o point;
Course No. 5.J: run thence, North 69"27'53" West, a dis/once of  427.89  feet,  to a point; Course  No.  54:  run  thence,  South  57"34'36"  West,   a  dis/once  of  146.07  feet,   to  a point;
Course No. 55: run thence, South 46/1 '24" West, o distance of  132.45  feet,  to a point; Course  No.  56:  run  thence,  South  73'06'24"  West,  o  distance  of  101.89  feet,  to  o  point;

;   SC-K 7      1-(.)-c:,	F"AKCI    S    -HIS   si-:,   -::;.i-   I:':-   '-IT   A   ':'."t/_N')f.KY   SYVI �',   VM   YJ  S    -
qoN   r:'.--l.RREN-   or-/NERSrll:::,��-   /\'\JD/OR   P£r:'.-OP--PED   F1.,,\-':,   .-','-D/CR   ::N:E··AEl'-IP� HIIS   SKFTCII   IS   N-?T    f..   F,1-?i__.'-.JDA<-\'   SURVFY

.-:A:': F	E  (,F   :'U I l'"IOR ZAI	l'---U

·1F V.--?,	1    ·1lN

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,_A{KS(>-,J \/l__f,  r""L>?IZIDA    -:::,1..1.:,,F/
r-1 <::-    1�:   -o (.:t:. R-IL'Y   n1t',T   r-11 <:..·   '='l<J::::.Tct-1

6(?01

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F,'\/   ('JrJA-;  7A-P l-i'?i,

Course No. 57: run thence, North 81'15'37" West, o distance of 178.41  feet,  to  a  point  on  the  aforesaid  easterly  Right  of  Woy  line  of  LONGLEAF  PARKWA Y,  as  dedicated  to  St.  Johns  County,  by  instrument  recorded  in  Official Records Book 3271, page 1J29 of the Public Records of said St. Johns Coun ty, Florida, said point also being on the arc of a curve !eoding southeasterly; run thence, along the aforesaid easterly Right of Way line of LONGLEAF

Course  Na.   3:   run   thence  southerly,   along  and  oround  ltohset  asrocid   tangency.   a  distance   of  1, 068 36   feet,   to   the  point   of  curvature,   of  a  curve  leading  southerly;

PARCKoWuArsYe,   Nthae.   fo1: llorwuningthefinvece(5s)ouctohuerassetserlayn, daldoinsgtanacneds:around  the  arc  of  a  curwi,   having  a  radius  of  1,135.00  feet,   through   o  central  angle   of  45•49 •75•10   the  leH,   on  ore  distance   of  907.69   feet,   to   the  point   of  tangency  of lostCsoauirdsecuNrowi. , 2l:asrtunsatihdenocree, bSeoinugthsu3b9t'eVn3d'0e9d'[boysta.   cahloonrgd  bearing  and  distance  of  South   16"08 "J2'[ast,   883.69   feet;

the point of tangency of last said curve, said arc being subtended by a chord bearing and distance of South 13'20 '15 "East, 1,618.43 feet;

of o curve, being concowi westerly, and having a radius of 1,865.00 feel, lhraugh a central angle of 51 "25 '48"to the right, an arc distance of 1,674.07 feet, to

lost	y,

Course  No.  4:  run  thence  South  12"22'39"  West,  along	said tangency. a distance of 204.31 feel, to the point of cur\/Oture, of o curwi leading southerl
Course  No.   5:   run   thence,   southerly,   along  and  around  the  arc  of  o  curve,   being   concave  easterly.   and  having   o  radius  of  J,435. 00   feet,   through   o  central  angle  of         05•415"7.3"  to   the  !eft,   an  ore  distance  of  405.90   feet,
to  the  POINT  OF  BEGINNING,   /asi  said  arc  being  subtended  by  o  chord  bearing   and distonce  of	South 08'59'J3" West, 405.66 feet.
The fonds thus described contains 7,702,666 square feet, or 176.83 acres, more or less, in area.

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RiverrsTo[wdnge  CDD PLeagroce! lD1escription

a portion	Francis          Folio	5 South.	East,  ond	Fran cis          Fatio	5	Eost,	Johns	of lond  being	as  follows:

A  Parcel  of land,  being	of  the	P.	Grant.  Section  39,  Township	Range  27	in  the	P.	Gr,:mt.  Section  44,   Township      South,  Ronge  26	St.	Coun ty,  Florido.  said parcel	more  particularly  described

aforCeosauridsesaid  north erly Right  of  Way line  of  STA TE ROAD  No.   13,  the  foJ/owing   two   (2)  courses  and  distances:

Course No.	ore        o	of	fa,,!,	'	to	of	of

for a Point of Reference, COMMENCE at the intersection of the norther1y Right of Woy line af STATE ROAD No. 13, (o 100 foot Public Rood Right of Way, as per State of Florida, State Rood Deportment Right of Woy Map, ProJect 785), with the easterly monumented line of soid Frances P. Folio Gront, Section 39, Township 5 South, Ronge 27 East, and run thence, o!ong the
1:  run thence, northwesterly,  along and around the	of     curve,  being  concave  southwesterly,  and  having  a  radius   22, 968.28	through o central angle of 0020 02"to the left, an ore distance of 133.89 feet, point of tangency last said curve, said arc being subtended by a chord bearing and distcmce North 63"1 7:25" West, 13J.B9 feet;
No. 2: run thence, North 63'27'26" West, along lost said tangency, o distance of 3,097.61, to the POINT OF BEGINNING.
From the POINT OF BEGINNING thus described, and dep arting form aforesaid northerly Right of Way line of STA TE ROAD Na. 13, run the following ten (/0) courses and distances:

RiverTo wn

Legal

CDD 2 North Parcel (Port Two)
Description

more particularly described as

A P rcel of land, being o par/ion of the Francis P. Folio Gront. Section 39, Township 5 South, Range 27 East. St. Johns Coun ty, Florida, said parcel of !and being For  o   Point   or  Reference,  Cfoomllomwesn: ce  at  the  intersection  of  the  monumented  easterly  line  of  said  Fran cis  P.   Fatia  Grant.  Section  39,   Township  5   South,  Range  27

RiverTown Marina Site
Legal Description

SHEET THREE (3) ofFOUR (4) SHEETS

Course No. 1: run thence, North 52"12'30" East, o distance of 337.34 feet, to o point;

ERaecsot.rdSst. BJoaohkns32C7o1u, nptya,gsFlo1r3id2a9,  owfiththsths  eoster!y Right  of  Way line  of LONGLEAf PARKWAY,  as  dsdicatsd   to  St.  Johns  County,  Florida,  by instrument  recorded  in  Official

A Parcel of land, being a portion of the Francis P. Fotio Grant, Section 44. Township 5 South,

Course  No.  2:  run  thence,  North  43'00'14" Eost,  a  distance  of  340. 19  feet,  to  o point;
Course No.  3:  run  thence,  North  27'38'47" East,  o distance of  540. 78  feet,  to a point;

PARKWA Y, the following two (2)

Public Records of said St.  Johns County, Florido, and run th,ince, along the afor,isaid easterly Right of Way line Qf LONGLEAf

Course No. 1: run thence, North 23"35 '20" West, a distance of 781.17 feet, to the point of curvature, of a curve leading northerly;

courses and distances:

Range 26 East, St. Johns Coun ty, Florido, said parcel of land being  more  particularly  described  as follows:

Course Na. 4: run thence, North 59•45'4J" East, a distance of J'12.12 feet, to o point;

CCoouurrssee  NNoo..  87:·   run	East,

Course Na. 9: run

Course No. 5: run thence, North 12•39 '3g" East, a distance  af 376.82  feet,  to a point; Course No. 6: run thence, North OJ"30'5g" West, o distance of 427.45  feet,  to o point; thence, North  23'57'56"	o distance of 932. 43 feet, to o point;

run	East,	of	to point;

thence, North 48'02'01" [ast, o distance of 302.22 feet, to o point; thence, North 27'34'13"	o distance 248. 54 fetit, o
Course No. 10: run thence, North  07"09'39" Eost,  a  distance  of 674.95  feet,  to  a point;  on  the  souther1y line  of  "Poree/  11- Elementary School Site",  as per  the Sketch  and LegQ/ prepared by this Firm,  doted April  28,  2016;  run  thence,  along  the  southerly and  westerly boun dary  of said  "Parcel  11  - [!ementory School  Site·,  the  fQ//owing  sixteen  (16)  co1Jrses  and distam:es: Course No. 1: run thence, North 71"41 '3J" West, o distance of 122.88 feet,
Course No. 2: run thence, North 07'1J'1J" East, o distance of 183.08 feet, to the point of a non tangential curve, leading northerly;
feet:Course  No.  J;    run   thence,  north erly,  along  and  oround  the  arc  of a  curve,  being  concave  northwesterly,  and  having  a  radius  of  112.60  feet,  through  o  cen tral  ong!e  of 52"18'48"  ta  the  left,   on  ore  distance  of  102.81  feet,  to   the point  of  reverse  curvature,  of  a  non  tongentirJI  curve,  l<Jst  s<Jid  arc  being  subtended  by a  chord  bearing  ond  distance  of  North  32°38'45"  East,   99.28
Courss No. 4: run thence, narthe<Jslsr!y, along and around the ore of a curve, bsing concave sauthsosterly, and having a radius of 57.91 f,iet, through a central angle of 47"5J'59" to the rjgh t, on ore distance of 48. 41 fset, to the point of revsrse curvoturs, of a nan tangsntiol curve, Jost said arc being subtsnded by Q chord bearing and distance of North 29"24'2B" East,

Course No. 2: run thence, northerly, along ond around the ore of a curve, being concave easterly, and having o radius of 3,435.00 feet, through o cen tral angle of 

West, 205.48 feet;

03"25'4 to th right, on ore distance of 205.51 feet, to the POINT OF B[GINNING, lost said arc being subtended by a chord bearing and distance of North 21"52'30"
From the POINT OF BEGINNING, thus described, continue northerly, along the easterly Right of Way line of LONGLEAF' PARKWAY, and continuing northerly, along  and around the last said curve, having a radius  of  3,435.00  feet,  through  a  cen tral angle  of 25"46'06" to  the right,  on  arc distance of  1,544.87 feet.  to  a point,  lost  said arc being subtended by a chord beoring ond distance of North 07"16'37" West, 1,531.BB feet; run thence, the following fifty- seven (57) courses and distonces:
Course  Na.   1:   run  thence,   South  86"51'22"  East,  a  distonce  of   165.43  feet,   to   o point;
Course No.  2:  run  thence,  North  87"2 7'25" East,  a  distance  of  197.94 feet,  ta  a paint;
Course No. 3: run thence, North 45°01 '16" East, a distance of 74.55  feet,  to  a  point; Course No.  4:  run  thence,  North  59"03'17" East,  a  distance  of  128.D9  feet,  to  a point:
CoiJrse   No.   5:   run   thence,   South  68"5/ '10" East,  a  distance   of  146.06  feet,   to  a point;

For a POIN T  OF  REFERENCE,  COMMENCE  at  the  intersection  of  the  south erly  Righ t  of  Way  line  of S TA TE ROAD No. 13, (a 100 foot  Public  Rood  Righ t  of  Woy, os  per  State  of Florido,  State  Road Deportm en t Righ t of Way Map, Project 785),  with  the  Easterly  monumented  line  of  said  Frances  P. Fatio Grant, Section 43, Township 6 Sou th, Range  27  East.  and  run  thence,  along  the  aforesaid  said South erly Righ t of Way line of STATE ROAD No. 13, the following four (4) courses and distances:

.

Course No. 1: run thence, along and around the  arc  of  a  curve,  being  concave  Southwesterly,  and having a  radius  of  22,868.28  feet,  through  a  cen trol  angle  of 00·15'47 .  to  the  left,  an  arc  distance of 104.28 feet, to the poin t of tangency of last said curve, said arc being subtended by a chord

47. 02 feet;
Course  No.  5:
feel;Course   No.  6,

thence,  north erly,  along  and  around  th,  arc  of a  curve,  being  concave  westerly,  and  having  a  radius   of  103.26  feet,  through  a  central  angle  of 56"56'08"  to  the  right,  on   arc  distance  of 102.61  feet,  to  the  paint  of reverse  curvature,  of  a  non  tangent/a!  curve,  lost  said  ore  being  subtended  by a  chord  beoring  and  distance   of  North  11"22'54"  [ost,  98.44  fe,,t; thence, north erly, along and around the arc of a curve, being concave southeasterly, and having a rodius of 40.00 feet, through a central angle of 81'29'18" to the righ t, on ore distance of 56.89 feet, to the point of reverse curvature, of a non tangential curve, las! soid ore being subtended by a chard bearing and distance of North 21•20'03" East, 52.22

Course  No.  6:   run   thence,   South  25"57'32"  East,  a  distance  of  180. 71   feet,   to  a  point; 7:  run  thence,   South   15"57'23"  West,  a  distance  of 191 .B2	to  a point;

CCoouurrssee  No.	feet,

No.    8:   run   thence,   North  B6"22'14"  East,  a  distance  of  442.64  feet,   to  a  point;

bearing and distance of North 63'19'36" West, 104.28 feet;
Course No. 2: run thence, North  63"27'26"  West,  along  last said  tangen cy,  a  distance  of 6,281.57 feet, to the poin t of curvature, of a curve leading northerly;

32.2C4oufreseel;No.    7:  run   thence,  nar!hoosler!y,  olong  ond  around  the  ore  of  o  curve,  being  concove  northwesterly,  and  having  o  radius  of 64.95  feet,  through  a  central  angle  of  28"44'43"  to  the  /eH,  an  arc  distance  of  32.58  feet,  to   the  paint  of  compound  curYOture,  of  a  nan  tangential  curve,  lost  soid  ore  being  subtended  by a  chord  beoring  and  distance  of North  47"42'41"  Eost, 113.4C3ourfseset;No.  B:  run  thence,  narthe<Jslsr!y,  along  and  around  the  ore   of a  curve,  being  concave  northwesterly,  and  having  a  radius   of 611.70  fest,  through  o  central  angle  of  10'J8'20"  to  ths  lsH,   an  arc  distance  of  113.60  fest,   to   the  point  of rsverse  cunroture,   of  a  non  tangential  curve,   last  said  ore   being  subtsnded  by o  chard  bearing  and  distoncs  of North  28'15'38" EQst,
feetC; ourse  No.  9:  run   thence,  nor!heasler!y,  olong  and  around  the  ore  of  o  curve,  being  concove  southeasterly,  and  having  o  radius  of  70.00  feet,  through  o  central  angle  of 56"35 '30"  to  the  right,  an  <Jrc  distance  of 69. 14  feet.  to  the  point  of reverse  curvature,  of o  tangent/a!  curve,  lost  soid  ore  being  subtended  by a  chord  beoring  and  distance   of North  51"13'16"  East.  66.J6

radius	to	to	lost said

feetC; ourss  Na.   10:  run   th,ince,  northeos!B!ly,  along  ond  around  /he  arc  of o  curve,  being  concove  northwssterly,  ond  ha ving  a  radius  of  130.00  fesl,  through  a  csnlro!  angls  af ,36'10'25"  to  ths  lsft,  on  arc  dislanca  af 82.08  fest,  to  Iha  point  of reVBrss  curvature,  of  a  long,intial  curVB,  last  said  arc  bsing  sub/anded  by a  chord  bearing  ond  distance  of  North  61 '25'49"  East,  B0. 72
Course No.  11:  run  thence,  northeasterly,  along and around the ore of a  curve,  being concave southeasterly,  ond having a	of 90.00  feel,  through  a  centrol  angle of 19'29'16"      the right,  an  ore dis tance  of 30.61  feet,       the paint  of tangency,  of a tangential curve,	ore being subtended by o chord bearing and distance of North 53-05'14· East, 30.46 feet; Course No. 12: nm thence, North 61"J7'1 /" East, along a non tangential line to last said curve, o distance of 84.99 feet, to the point of curvature, of a non tangent/QI curve;

56"54'J6"	65.0J	lost said

Course No. 13: run thence, northeostefiy, along and around the ore of o curve, being concave southerly, and having a radius of 38.29 feet, through o central angle of 55·39 '54" to the righ t, on ore distance of 37.20 feet, to the point of reverse curvature, of a tangential curve, lost said ore being subtended by o chord bearing and distance of North 8121 '24" East, .35. 75 feet;
Course  No.  14:  run  thence,  easterly,  along  and  oround  the  arc  of a  curve,  being  concave  nartherfy,  and  having  a  radius  af  65.47  feet,  through  a  central  angle  af	to  the  /eH,  an  arc  distance  of	feet,  to  the  paint  of curvature,  of a  tangential  curve,	ore  being  subtended  by a  chord beoring  <Jnd  distance  of North  80"44'03" Eost,  62.J9  feel;
Course  No.  15:  run  thence,  northerly,  olong  and  around  the  arc  af a  curve,  being  concave  westerly,  and  having  a  rodius  of  104.97  feel,   through  a  centro!  angle  af 37'00'39"  ta  the left,  an  arc  distance  af 67.80  feel,  ta  the  point  of a  non  tangential  Un e,  last   soi'd  arc  being  subtended  by a  chard bearing  and  distance  of  North  ,33"46 '25" East,  66.63  feet;
Courss   No.  16:  run  thence,  North  14·41'09"  East,  along  a non  tangential line  to  last said curve,  a  distoncs  of 88.06  fset,    to  a point  which lies  62.00  fe.1t  southerly of,  the  most  norther1y line  Qf  that  53  foQt  wide  e<Jsement  dedicated  to  Peoples Gas  System,  Qnd  recordsd  in  Officio! Rscords  Book  3150,   pogs  578  of ths public  records  of St.  Johns Coun ty,  Florida,  and also bsing the northerly lin e of that 53 foot wide easement dedicated to JEA, and recorded in Officio/ Records Boal< J131, page 483 of the public records of said St. Johns County, run thence, porolle/ with and concentric to, and 62 feet sou therly of the northerly Jine of Jost said easements, the followin g two (2) coiJrses and distances:

Course No. 1:

Course  Na.  1:  run  thence,  easterly,  along  and  around  the  ore  of  a  curve,  being  conca\'I!!  north erly,  and  having  o  radius  of  785.50  feel,  through  a  central  angle  af  07"3300"  to  the  left,  on  ore  distance  of  103.51  feet,  to  the  point  of   tangency  of  Jost  said  curve,   said  arc  being  subtended  by o  chard  bearing  ond  distance  of  South  72"10'01"  East,   103.43  feet; Course Na. 2: run thence, South 75'56'31" fast, olong lost sold tangency, Q distance of 124.38 feet, to o point; departing from last said line, run thence, the following twen ty- three (23) co1Jrses ond distances:

CourseCourse  No.No.   5:4:  run   thence,  North  05•59•33"  West,  a  distance  of 343.45  feet,  to  the  point  of curvoture,  of o  non-tongent  curve,  leading  eosterly,

run thence, North 14'0J'30· East, a distance of 108.94 feet, to o  point; Course No. 2: run thence, South 74·33'07" East, o distance of 562.46  feet,  to  o point; Course Na. 3: run thence, North 23'01 '26" East, o distance of 378.9,3 feet, to o point;

No. 7: run thence, North 02'54'47" East, along o nan-tangent line, a disfonce of 451.50 feet, to a point:

faet;Course

run thence easterly,  along  ond  around  the  ore  of a  curve,  being  concave  southerly,  and  having  o  radius  of  239.56  feet.  through  a  central  ongle  of  124"5214'to  the  right,  on  ore  distance  of  522. 09  feet,  to  the paint  of  reverse  curvature,  of  o  curve  continuing  easterly,  lost  soid  ore  being  subtended  by  a  chord  bearing  and  distance  of  North  85'05 '05'Eost,  424. 73 Course No. 6: run thence easterly, along and around the arc of o curve, being concave northerly, and having a rod/us of 376.68 feet, through a central angle of 10/24'34'to the left, on arc distance of 706. 15 feet, to a point, lost sold ore being subtended by a chord bearing and distance of South 86'/1 '06 "East, 607. 19 feet;

Course Na. 9: run thence, South 79'35'12" West, a distance of 338. 27 feel, to a paint of curvature, of a nan-tangent curve, leading northerl

Course No. B: run thence, North 47'44'50" West, o distance of 397.82 feet. to o point;

CourseCourse  Na.No.  13:12:  runrun  thence,thence  North  05"42'5J"  EQst,  a  distQnce  of  192.02  feet,  to   the point  of  curvature,  of a  non-tangent  curve,  /oodingeoster1y

nm	of	rodius   of	of 158'05 '.24"to	dist<Jnce	of	of	of

Course  No.   10:	thence  northerly,  along  and  around  the  ore      a  curve,  being  concave  easterly,  and  having  a	295.05  feet,  througy;h  a  cen tral  angle	the  right,  an  ore	of 814.09  feet,  ta  the  point       tangency,       a  non-tangent  curve,  last  said arc being  subtended  by o  chord  bearing  and  distance      North  08'21 '00"East,  579.34  feet; Course  No.  11:  run  thence,  North   70'01'49"  [ast,  along  lost  said  non-tangent  line,   o  distance  of  358.05  feet,  to  a point;		,

Course No. 14: run thence, South 57"46'35" East, a distance of 587.65 feet, to a point;

eos!efiy, along and around the arc of o curve, being concave south erly. and having a radius of 197.27 feet, through a central angle of 178'06 '2/ "to the right, an arc distance of 613.22 feet, ta the paint of tangency, of a non- tangent curve, lost said ore being subtended by a chard bearing and distance of North 78'15 '46"Eost, 394.49 feet;

South	East,	to

CourssCourse	28"J9'55"   West,	fest,   to  o  point;

Course  NNoo..	rruunn

Course  No.  15: run thence,	28"33'27"	o  distance  of 495.97  feet,   a point; No.  16:  run thsnce, South		a distance Qf 310.12

Course  No.	run	ppooiinntt;;

Course  No.	run	ttoo o  point;

17:	thence, South 73"27'16"  West,  a  distance  af 147.61  feet,  to  o  point; 18:	thence. South 54'1 7'3,3" East, a distance of 536.88 feet, to a

o

CourssCourse  No.No.  21:22:  runrun  thence,thence  South  24'09'05" EQst,  a  distance  of 216.50  fest,  to  the point  of curvaturs,  of  o  non-tangent  curve,  leading easterly,

Course No.	eosler1y,	southerly,	radius	'	said	7g"j g39•Eost,

19:	thence, South 03"08'19" East,  o  distance  of  279.38  feet, 20:	thence, South 17",3B'48" West, a distance of 605.51 feet,

Course  Na.  f1o: llowing   five  (5)  courses   and  distances:

PARKWA Y, the

2J:  run thence, South	on  the	Woy	the	westerly	line of LONFLEAF

along od around the ore of a curve,  being concave		ond having a		of 465.00  feet,  through  a central  ongle of 22 '32 24"/o  the  right,  on  ore  distance  of 182.93  feet,  to  the point  of tangency of Jost		curve,  said arc  being  subtended by o  chord bearing  and distance  of Narth		181.75 feet; 89"24'09" Eost,  a  distance  of  141.88 feet,  to  o point	westerly Right of	line  of LONGLEAF PARKWAY,  os  dedicated  to  St.  Johns  Coun ty,  by Instrument  recorded in  Officio!  Records  Book   3271,  page 1329 of	Public    Records  of  said  St.    Johns   County,    Florido;   run   thence,  along the  aforesaid	Right of Way

run	along	5125'49"/o	last	curve, lost said

J:	thence northwesterly,	and around	Qrc of a curve, being concave westerly, and havin g a radius of 1, 735. 00 feet, through Q centrQ! angle

run   thence,  northerly,  along  and  oround  the  arc  of a  curve,  being  concave  easterly,  and  having  o  radius  of 3,565.00  feet,  through  a  central  angle  of 11"16 '52"to  the  right,  on  arc  distance  of  701.92   feet,  lo  the  point  of  tangency af  lost   said  curve,  said  arc  being  subtended  by a  chard  bearing  and  distance  af North  06'44'14"[ast,  700.79  feel; CCoouurrssee  NNoo..   2:  run   thence,  North  12•22 '3g" East,   along  lastthseaid  tangency,  o  distance  of 204.31  feet,  to   the  paint  of  curvature,  of  a  curve leading northwesterly,	of	the  left,  Qr,  arc  distQnce  of  1, 557.38  feet,  to  the  point  of  tangency  of	said	Qrc  being  subtended  by a  chord  bearing  and  distance  of North  1.3"20'15"  West  1, 505. 62;

Woy	rodius	Jost	West,

line of

Course

Course	run	West,	ooff

5:	thence  westerly,  along  and  around  the  ore  of a  curve,  being concave eoslerl	g a	of 1,265.00 feel, through a cenlrol angle

CCoouurrssee  NNoo..  4:  rruunn  thence,  North  39'03'09"  West,   along  lost  said  tangency,  a  distance  of  1, 068.36 afnedeth, atvoin the  point  of  curvature,  of a  curve  leading  westerly;    of  /5'5410'/o  the  righ l,  an  arc  distance  of 351. /1  feel,  to  o  point,	said  ore  being  subtended  by a  chord  bearing  and  dis/once  of North  31 '06'05"	349.98;   thence  deporting  from  ofaresoid  westerly  Righi  of LONFLEAF  PARKWA Y,   run  the  following  twenty  six  (26)  courses and dis/onces:	y,
No. 1:	thence,  South  68'51'00"	a  distance       65. 97  feet.  to  a point;

run	South	East, distance

CCoouurrssse

4:	thence,	feet, to o

No.  3:  run  thence, South	o  distance	feet, to o

Course  No.  2:  run   thence,  South  3005·'0526''3150"" fWaesstt,, o  distance   of B2J7..7117 feel,  to  Q  ppooiinntt;; Course Na.	00'48 '28"	a	of 58.67	point;

Course	run	West,        ddiissttaannccee

No. 5: run thence, South  18'24'01" East,  o distance  af 47.05  feel,  to  a point; No. 6:	thence, South 19'55'18"	o	of  30.75  fest.  to  a point;

10:  run   thence,  South  10"33'15"	o	46.29  feet,  to

9:  run   thence, South 36'0J'53"	o	123.44 feet, to

8:   run   thence, South  14'46'00"	a	27.90 feet, o

Course  NNao..  7:  run   thence,  South  06'16'42" EWaesstt,,  o  distance  ooff 28.92  feet.  ttoo a  ppooiinntt;; Course Na.	West,         distance of	o point;

1 1 :	thence,  South  1 1 "J9'46"	35.89  fa,,!,

Course No.	East,        distance of	o point;

thence,  South	61.55

Course No.       run	West,   a distance of	to  o point;

Course	run	West,	177.04	to

thence, North

Course  No. 12: run	37'05'50"  West,   o distance of	feet,   to   o point;

East,        distonc,i	point;

thence, North

th,ince, North

thence, North

thence, North

thence. North

thence, North

Na. 13:	88'04'53"	a distance  of	feet, a point; Course  No. 14: run	00"35'10" West, a distance of 202.84 feet, to o point; Course  No.  15:  run	 16"20'03"  West.  a  distance  of 63. 72  fa,,/,  to  a  point; Course  No.  16:  nm	24"49'J4" West. a distance of 80.52 feet. to o point; Course  No. 17: run	2J'04'J2" East, a distance of  57.J5  feet,  to  o  point; Courss  Na. 18: run	13'04'55"	o	of 46.98 feel, to o

CCoouurrssse	run	Wsst,	fssl,	pain!;

thence, North

Course  No.   19:  run	03"23'30" East, a distance of 52.43  feet,  to  o  point; Course  No.  20:  run	15"57'50" West, a distance of 64. 18 feet, to a point; Course No. 21: run thence, North 25'07'14" West, a distance of 39.25 feet, to o point;

Course  NNoo..	run	ttoo

Na. 22:	thencs, North  10"34'06"	a  distance of ,32.35	to o

26:	thence,  North	East,  a  distance         J63.BJ	o

25:	thence, North	West,   a  distance of 60.92	a point;

23:	thence, North 15"09'53" East, a distance of 52.65 feet, o point; Course  No.  24:  rruunn  thence,  North  2034""0480''1416"" West,  a  distance  of 42.88  ffae,,e/t,,  to a  point;

1:  run thence, North 62	West,	y;

through  a  csntrol  angls	39"to   ths

Course No.	run	68"28'38"		of	feet, to  point an the aforesaid westerly Right of Woy line of LONGLEAF PARKWAY, said point also being on the ore of a curve, leading northeasterly; run thence, northeasterly, along aforesaid westerly Right of Way line of LONGL£AF PARKWA Y, along and around the ore of a curve, having a radius of 1,265.00  fast,			of J5'32	right,  an  arc  distanc,i  of  784. 76  fest,  to  o  point,  lost  said arc baing  subtendad by o  chard bsaring  and  distance  af North  11"2J'02"Eost,   772.23  feat;   lhBnce  dsparting  from  aforesaid  wsstsrly  Right  of  Way Jina  of LONGLEAF PARKWA Y,  run  lhs  following  seVBnly-two  (72)    courses  and  distances:

2: run thence southwester

Course No.	°03'17"	o distance af 128.04 feet, to the point af curvature, of a curve leading sauth wester1

run	of	fa,,/,

CCoouurrssse	run	WWeesstt,,	to

Course No.		ly,  along  and  around  the arc  of a  curve,  concave  southerly.  and hoving  a  radius   of 50.00  feet,  through  a  central  angle  of 71 "44 Vl"to  the  left,  an  ore distance  of 62.60  feet,  to  the point  of tangency of lost  said curve,  said ore being  subtended by o  chord bearing  and  distance  of South  82"04'40"  West,  58.59  feet;  No. 3:	thence,  South  46'12'36"	along lost said tangency, o distance of 297.15 feet, a point:

Course  No.	West,        djstance	point;

Course	run	East,	of	feet,

7:	thence, North	a distance     35.98	a paint;

6:	thence,  North	a distance      144.51	o point;

Na. 4:       thence, North 64'16'24"	o djstance    149.45		to o point; Course  NNoo..   5:  run   thence,  North  4436''3081 ''5006"" [ost,  o  distance  of 377. 74 fa,,!,   ttoo   o  point; Course No.        run	33'25 '24"  fast,		of	feet, to

Courss No.	East,        distance	o point;

Course  No.       rruunn	East,      distance	o  point;

8:  run  thence,  North  69'09'18"	a	of 91.66 feet, to a
9:	thence, North  25'27'24"	o	of 142.66 foot, to

Courses  Na.  13:  run  th,ince,  North  10"56'02"  East,   o  distonc,i  of  17.72  feel,  to  ths  point   of curvature,  of a  curve  leading  nor!hwss!B!ly,

11:	thence, North 11•15•00"	a	of 25.00 feet, to

Course No. 10: run thence, North 43"57'15" fast, o distance of 57 69 feet, to a paint;  Course No. 12: run thence, North 79'0J'58" West, a distance of 27.28 feet, to o point;

Course  No.  15:  run thence, North	along	tangency.   o distance of	feet, to o point;

86"J5'JO" West,	lost  soid	38.41

CCoouurrssee  NNoo..	EEaasstt,,	ooff	ppooinint!;;

No. 14: run   thence northwesterly,  along  and around  the  arc  of a curve,  being  concave southwesterly,  and having  a  radius   of 25.00  feet,  through  o  central  angle  of 97"31 32'to  the  left,   an  ore  distance  of 42.55  feet,  to  the  point  of tangency of last  said  curve,  sold  ore  being  subtended by a  chord bearing  and  distance  of North  37"49 '44" West,  37.60  feet;  16:  run  thence, North 52•51 '56"	o distance 65.64 feet, to a

Course Na. 18: run thence, North 57"24'33" Eost, a distance of 34.90 fetit, to the point of curvature, of a curve looding north erly;

Course	a	point	last  said	'

17:  run  thence, South  75"46'44"	o  distance      50. 75  feel,   to o

CCoouurrssse	05"51'51"   West,	lost	49. 19	to	curvaturs,

No.   19:  run   thence northerly,  alang  and  araund  the  ore  of a  curve,  being  concave  westerly,  and having   radius  of 20.00  feet,  through  o  central  angle  of 63"16'24'to  the !eft,  an  ore  distance  of 22.09  feet,  to the	of tangency of	curve, soid ore being subtended by a chord bearing  and  distance  of North  25'46 21 "Eost,  20.98  feet; No.  19:  run thence, North	along	said  tangency,   a distance of	fest,        the point of	Qf a curve leading northwsstsrly,

Course No.  21:  run  thence,  North  70"JO'J2" West,  along lost	tangen cy, o distance of 59.89 feet;

said

No. 20: run thence northwesterly, along and around the ore of a curve, being concave southwesterly, and having a radius of 20.00 feet, through o central angle of 64'38'41", on arc distance of 22.57 feet, to the paint of tangency of lost said curve. said  ore being subtended by a chord bearin g and distance of North 38'1 1 '12' West, 21.39 feet;

61"15'17"  West,	to

CCoouurrsses	WWeesstt,,

Course	rruunn	West.	ooff

Course  No.  22:  run thence, North	o  distance  of  43.50  feet,  o point; No. 2J:  run  thence, NQrth 57"54'44"		a  distance  Qf 57.24  fest,  to  o pQint;

to

Course	run	5649""3161''2391""  West,	of	to

No. 24:	thence, North 69"57'02"	o  distance  54.94  feet,  to  a  point; No. 25:	thence, North	a  distance      105.93  feet,       a point;

Course	run	B5"42'11" West,	of	to

No. 26:	thence,  North	o  distance       74.36  feet,        o paint;
No. 27:	thence, North	a  distance      54.27 feet,      a  point;

Course Na. 29, run thence, North 39"35'1,3" West, o distance of ,39. 79 feet, to the point of curvature, of o curve leading westerl

Courss  No. 28:  run  thence,  North   74'00'29"  West,   a  distance Qf 25.50  fest,  to  o pQint;

J1:	South	Jost soid	distance	to

CCoouurrsses	West,

Course  No.   JO;   run  thence  westerly,  along  ond  around  the  arc  of a  curve,  being  concave  southerly,  and  having  o  radius  of 20.00y; feet,  through  a  central  angle  of  54"50'25"/o  the  left,  an  ore distance  of  19.14  feet,  to  the  point  of  tangency of last  said  curve,  said  arc  being  subtended  by a  chard  bearing  and  distance  of North  67'00'26. West,  18.42  feet; Course No.	run thence,	85"34'22"  West,  along	tangency, o	of 49.18 feet, o point;

Course  NNoo..	run	distance	to

Course  No.  J345:;	3J7O..0J81   ffae,,e!t,,	point;

No.  32:   run  thence,  NQrth 76",32 '47"	a distance Qf 61.55 fest, to  a pQint; 33:	thence,  North  25'15'01" West,  a	of 57.80 feet, o point;

Course	run	point;

Na.  36,	51.JO  fee!,  ttoo       point;

run  thence, North 03"1 9'52" East,  a  distance of	to o run  thence,  North  57"10'46" East,  o distance of		o

Course  No. 37: run	54.86 feet, to point;

Course  No.  38:  run	EEaasstt,,   ao	56.52  fa,,!,   to     point;

thence,  North  36"22'57" East,  a distance of	o

Course  NNoo..   J409:;   run	5815""J33J'0'511"" East.  a	44.63  fe   ,  to    he  point  of curvature,  of o  curve  leading  northerly;

thence,  North 64"49 '11"	distance  of	a
thence, North	distance of	o
thence  nSooruththerly,  along  ond  arounddisttahnecearocf       o  curve,  beintg  concave  northwesterly,  and  having  a	o f 20.00  feet,  through  o  central  angle  of 89"3g '58"to  the  left,  on  arc  distance  of  31.JO  feet,  to  the  point  of  tangency of  Jost  said  curve,  said  arc  being  subtended  by a  chord  bearing  and  distance  of North  49"36 70'Eost,  28.20  feet;

Course No. 9: run thence,  North  13"49'49"  West, o distance  of  781.90  feet,  to  a  paint; Course No. 10: run thence, North 26"34'55" West, a  distance  of  186.59  feet,  to  o  point; Course No. 11: run thenc:e, South 88"47'09" West,  a  distance  of 122.09  feet,  to a point; Course NQ. 12: run thence, SQuth 02•39 '03• East, a distance of  168.85  feet,  to  o  point; Course No. 1J: run thence, South 7g•47'07• West, a  distonce of 272.38 feet,  to  a  point; Course  No.  14:  run  thence,  North  03"20'11"  West,  a  distance  of 453.06  feet,  to  a point;

CourseCourse  No.	to

15:   run  thence,  North   70"4.3'23"  East,  o  distance  of  27g_J.J  feet,        a point;
No. 16: run thence, North 16'19'31" East, a  djstance  of  1B7.60  feet,  to  a  point; CoiJrse  No.   17:  run  thence,  North  24'19'13"  West.  a  distance  af  149.38  feet,   to  a point:
CoiJrse No. 18: run thence, South 68'51'10"  West,  a  distance  of 292. 13  feet,  ta  a  point; Course No. 19: run thence, North  13"38'12"  West,  a  distance  of  149. 11  feet,  to  o  point; Course No. 20:  run  thence,  North  18"53'56"  East,  a  distance  of  352. 75  feet,  to  o  point; Course   No.    21:   run  thence,  North  53"24'47"  East,  a  distance  of  191.55  feet,   to  a point;
Course  Na.  22:  run   thence,  South  60'J3'16#  East,  a  djs/once   of   777. 13  feet,  to  o point;
Course  Na.  23:  run   thence,  South  07'26'12#    West,  a  distance  of  305.56  feet,  to  a point;
Course  NQ. 24:  run thence,  South 23'58'41 #   West,  a distance of 302. 77 feet,  to  a point:

CCoouurrssee  No.	to

Course No. 25: run thence, SQuth 12"32'16" East, a  distance  of 202.43  fset,  ta a paint; Course No. 26: run thence, South 05i 7'JB• East, a  distance  of  238. 14 feet,  to  a point; Course No. 27: run  thence,  South  34'.38'J8" East, a distance  of  224. 18  feet,  to a point; 28: run thence, South 19/ 4'38" West, a distance of 200.00 feet, a point;
No. 29: run thence, South 40'23'07" East, a distance of 230.60  feet,  to a point; CoiJrse No. 30: run thence, North 21"48'57" East, a distance af 189.20 feet, to a point:
CoiJrse No. ,31: run thence, North 16"20'1B" West. a distance of 453.02 feet,  ta  a  point; Course No.  ,32:  run  thence,  North  13"50'1B" East,  a distance  of 293.96  feet,  to  a  point;
Course Na. ,33: run thence, North 86"03'49" East, a djstonce of 302. 70  feet,  to  a  point; Course No. ,34: run /hence, South 84"52'58# East, a distonce of 380. 67  feet,  to  a  point; Course  No.  35:  run   /hence,  North  32"4.J'D6 #   East,  a  djstance  of 602.21  feet,  to  a point;

'

CCoouurrssee  No.	to

Course No.	run	to o

Courrse  NQa..  376::  rruunn   thencee,,  Noorth  01 12"3'278'J127"' WEeasstf,, oa ddijssttaannccee ooff 540799..8750 ffeeeett,, ttoo aa ppooiinntt:; Course No. 38: run thence, North 57'27'54# West. a distance  of  225. 81  fset,  to a paint; Course No. 39: run thence, North 41"14'43" West, a distance of  198.93 feet,  to o point; Course No. 40: run  thence,  North  29"31'46"  West,  a  distance  of  167.20 feet,  to a point; 41: run thence, North 47"5 1'57" West, a distance of 426.59 feet, a point;

Course No.	to o

42:	thence,  North  37'53'43"  [ast,  a  djstonce  of 187.83 feet,	point; 43:  run   thence,  North  24'23'32"  [ast,  a  djstonce  of 192.89 feet,	point;

CCoouurrssee NNao..	ddiissttaannccee

Course  No.	8863'"5165'4'199""	djstance

No. 44: run thence, North  66"49'00"  West.  a  dis/once  of 104.59  feet,  to a point: 45:  run  thence,  North  42'22'42" West.  a	of 252. 67 feet, to a point:

Course  No.  4487::	0528'53#

Course  Na.  49:  run	81"41 '28"	119490. 1.089

48:  run thence, South	West, a	of 634.42 feet, to a point; run  thence, North	West, a	of 772. 74  feet,  to  a point;
/hence, South	West,  a distance of	feet,  to  a point;

CourseCourse  No.	to   o  point;

thence,  North	West. a	of	feet, to a paint:

Course  NQ.  50:  rruunn   thence,  North  56'24'07"  West,  a  ddjissftaannccee of  208.85 feet,  to  o  point; Course No. 51: run thsnce, North 12•57'19" West, a  distance  of 269.86  feet,  to  o  point; Course  No.  52:  run  thence,  North  54'27'25"   West,  a  distance  of  251.38  fset,  to   a point;
53: run thence, North 69'27'53" West, a distance of 427.89 feet,

dediCcoautresde tNaoS.  t5. 7J:ohrnusn  Cthoeunnctye,,  bNyoritnhst8ru1 'm15e'n3t7"reWcoersdt,eda  distance  of  1 78.41  feet,  to  a  point  on   the  aforesaid  eosterly Right  of   Woy line  of LONGL[AF PARKWA Y,  as

No. 54: run thence, South 57"34'J6" West, a distance  of  146.07  feet,  to  a  point; Course No. 55: run thence, South 46"11 '24" West, a djstonce  of 132.45  feet,  to  o  point; Course No. 56: run thence, South 73"06'24" West, a distance of 101.89 feet, to o point;

to	Jost  said	'

angle  of  07"/2'44"ta  the  right,  an  ore  distance  of  142.87  feet,    a point.	arc being subtended by a chord bearing and distance of North 10 "22 28"Eost, 142. 78

being  on  the  ore  of  a  curve  leading  northeasterly;  run  itnheOncffeicinaol rRtheocoosrdtesrlyB,ooaklon3g27a1n, dp aroeun13d29theoforteheoPf uablcicurRvee,cohradsvinogf asariaddiSuts.  Joof h1n,s13C5o.0u0n tyfe, eFll, ortihdroo,ugshaida pcoein traol!so feet; thence departing from aforesaid easterly Right of Woy line of LONGLEAf PARKWA Y, run the following thirty- three (3J) courses and distances:
Course No. 1:  run  thence,  South  B2"1 0'28"  East,  a  distance  of  161. 71  feel,  to  a  point; Course No. 2:  run  thence,  North  34"51 '36"  East,  a  dis/once  of  94, 78  feet,  to  a  point; Course   NQ.   3:   run   thence,   North   66"49'00"  East,  a  distance  of  306.09   feet, to  a  point:
Course  No.  4:  run  thencs,  South  62"26'40" East,  o  distance  of  885.62  feet,  to  a  point:
Course   No.   5:   run   thencs,   South  B4"14'JO"  East,  o  distance  of  293. 57  feet,   to  o point;

CCoouurrssee  No.	of  374. 19	to

Course  No.   6:  run  thence,  North  38"21 'JO" East,  a  distance  of  198. 18  feet,   to  a point;

Course  NNoo..	8720""3087''2521 ""

7:  run  thence,  South  78"55 '42"  East, a distance	feet,       a point;

Course  No.	56"48'12"	ooff	fefeeelt,,  ltoo oa

8:   run  thence,  South	East,  a  di'stonce  of  334.68  feet,  to  a  point; 9:   run thence,  South	[ast,   a distance        405.56	point;

Course No.	46"49'47"	of	feel, to a

Course Na.	0821 '43"	of	feet, to a

10:   run thence,  North	[ast,  a  distance        760. 14	point; 11:  run thence,  South	East.   a distance        365.43	point:

Course  No.  13:  run  thence,  South  35"33'27#  [ast,  a  djstance      754. 67	point;

Course  No.   12:   run  thence,  South  19"21'42"  [ast.   a  djstance  of  450.94  feet,   to  a point:

Course Na.	77°40'1 1" 

14:  run  /hence,  South	[ast,  a  djstonce  of  280.59  feet,  to  a  point; 15:   run thence,  South	Easf, a djstance of 1 78. 16 feet, to a poinf;

No. 17: run thsnce, North 33"07'50'East, a distance of 149.27 feet, to a paint;

Course

Course  NQ.  16:  run  thence,  North  24"47'28"  West.  a  distance  of  155.66  feet,   to  a paint:

CCoouurrssee  No.	to   o

Course  No.  18:  run   thsnce,  North  62"41 '58"  East,  a  distance  of  213.86  feet,   to   o   point; 19:   run   thence,   South  38'23'1 7"  East,  a  distance  of 332.83 feet,	point;

Course No. 24: run thence, North 29'20'18' West, a distance of 455. 13 feet, to a point;

No. 20: run thence, North 83"1 7'12"  East,  a  distance  of  176.85  feet,  to  a  point; Course  No.  21:  run  thence,  North  03"1 7'30"  [ast,  o  djstonce  of  303.94  feet,  to  o  point; Course No. 22: run  thence,  North  27"42'41"  West,  a  djstonce  of  184.93  feet,  to  a  point; Course   No.   23:   run  thence,  North  53"31 '56"  West,  a  distance  of  505. 15  feet,  to  a   point;

CCoouurrssee	ooff

Na.  25:  run  thence,  North  12°00'41 " East,  a  distonce      246.00 feet,  to a point;

Course	of

Course	EEaasstt,,	of 588470..7104 

Na.  26:  run  thence,  North  56-00'07• East,  a  distance  672.90  feet,  to  a  point; No.  27:  run  thence, South  74•42'42•	a  distance	feet,  to  a point;

Course	East.	of 145.31

No.  28:  run  thence,  South 37'1 0'19"	a djstance	feet, to a point; No.  29:  run  thence, South 71"09'39"	a  distance	feet,  to  a point:

TownCsohuirpse  No.	to   o	on	of

CoiJrse No. 30: run thence, North 86'27'14" East. a distance  of  133.42  feet,  ta  a  point; CoiJrse No. 31: run thence, South 75/5'23" East,  a  distance  of  108.54  feet,  ta  a  point; Course  No.   32:   run  thence,  South  82'55'52"  East,  a  distance   of  166.38  feet,   to   o point;
33:   run  thence,  South  58'52'20" East,  a  distance  of 282. 11 feet,	point        the  monumented  easterly line       said  Francis  P.  Fatio  Grant,  Section 39,
5  South,  Range  27  East,   St.  Johns  County,  Florida;  run  thence  olong said  easterly line  of  said  Francis  P.  Fotio  Grant.   Section  39,  (and  also  being  the easterly
Jine of the RiverTown PUD, the following two (2) courses and distances:

CCoouurrssee	of	tato ao	courses

Course No. 1: run thence, South 41"27'16" West, a distance of 6,979.61 feet, to a point;
Na.  2:  run  thence,  South  47•39'57"  West,  a  distance    494.76 feet,	point; run  thence,  the  fol/awing twenty-one (21)	and distances:
No.   1:   run   thence,  North  41"27'22"  West,   a  distance  of 1J9.92  feet,	point;

CCoouurrssee  No.	of   131.35	to       point;

Course  No.  2:  run  thence,  North  31"0J'06"   West,   a  distance  of  135.98  feet,  to  a point;

CoiJrse  NNoo..	6738""51 85''5577""	oa  point;

3:   run  thence,  North  01"42'41"  West,  a distance	feet,       a
4:   run  thence,  North	East,  a  di'stonce  of  81,06  feet,  to

CCoouurrssee	djsfonce   of

5:  run  thence, North	East, a distance of 33.28  feet.  to  point; CoiJrse No. 6: run thence,  North  15"38'52"  East, o distance  of 23. 7J  feet.  to  o  point; CoiJrse No. 7: run thence, North 45"20'17"  East,  o  distance  of  27.65  feet.  to  o  point; Course No. 8: run thence, North 08-06'47' West, a  distance  of  22. 12  feet,  to o point; Course  No.   9:  run  thence,  North  58"30'4D"  East,  a  distance  of 58. 97  feet,  ta  a point;
Na.   10:   run  /hence,  North  18"46'26" West,  a	87.49 feet, ta o paint; Na.  11:  run  !hence,  North  14"31'19"  West,  o  djstonce   of  94.61  fee!,  !o   o point;

CCoouurrssee  No.	56.	to

Course No. 12: run thence, North 18"31'54"  East, a distance  of  59.8g  feet,  to  a  point; Course No. 13: run thsnce, North 24•34'07" West, a distance of  38.96  feet,  to  a  point: Course No. 14: run thsnce, North 15"36'46" West, a  distance  of 58. 75 feet, to  o  paint; Course  No.   15:  run  thence,  North  13"54'08"  East,  a  distance  of  74. 74  feet,   to  a paint;

CoiJrse  NNoo..

16:   run  thence,  North   72"36'04"  West,  a  distance  of       79  feet,        a point;

CCooiuJrrssee

17: run thence, North  23"35 '20"  West,  a  djstance  of 95.90  feet,  to  a  point; 18:  run  thence,  South  66'25'13"  West,  a  distance  of  370.99  feet,  to  a point:

Course	distance	on the oforesajd easterly Right af Way line of LONGLEAF PARKWAY, and the

No. 19: run  thence,  South  17"44'1B"  West,  a  distance  of 28.26  feet,  to  a  point;  No.   20:   run  thence,   South  45'28'59" West,  a	of  19.46  feet,   to  o point;
PO!NT  OF BNEaG.IN2N1I:NGr.un  thence,  South  2923'J2"  West,  a  distance  of 26.34  feet,  to  o  point

Course No. 3: run thence north erly, along  and  around  the  arc  of  a  curve,  being  concave northeasterly, and having a radius of 1, 503. 66  feet,  through  a cen tral  angle of  79•01 •54• to  the righ t, an ore distance  of 2,074.09  feet,  to  the  point  of  tangency  of  last  said  curve,  said  arc  being subtended by a chord bearing and distance of North 2S56 '30 " West, 1,913.53 feet;
Course  No.  4:  run  thence  North  15"34 '2rEast.  a  distance  of 50. 75  feet,   to  POINT  OF  BEGINNING.

From the POINT OF BEGINNING thus described, continue, along  the  a foresaid  South erly Right  of Way line of State Road No. 13, the following two (2) courses and distances:
Course No. 1: run thence, North 15 "34 '2rEast, a distance of 406.50 feet, to the  point  of curvature, of a curve leading northerly;
Course No. 2: run thence  north erly,  along  and  around  the  ore  of  a  curve,  being  concave  Westerly, and having a radius of  1,391 .25  feet,  through  a  cen tral  angle  of  02i5 '34"to  the  righ t,  an  ore distance of 54.87 feet, to a poin t, last said ore  being  subtended  by  a  chord  bearing  and  distance  of North 14"26 '40"East, 54.86 feet; run thence, the following three (3) courses and distances:

a

a	to o

Course No. 1: run thence, North 79'54 '20" West, a distance of 81.54  feet,  to  a  point; Course No. 2: run thence, North 54"12'02" West, distance of 299.29 feet, to a point;
Course No.  3:  run  thence,  North  65"34 '1 9" West,     distance of 280.52 feet,	point hereinafter referred to as Reference Point NA •; thence return to the POINT OF BEGINNING.
From the POINT OF BEGINNING, run thence, the following eight (8) courses  and  distances: Course No. 1: run thence, North 69"14'01 N West, a  distance  of  307.80  feet,  to  a  point; Course No. 2; run thence, South 70"00'09"West, a distance of 121 .26  feet,  to  a  point; Course No. 3; run thence, South 25"56'53" West, a distance of  166. 79  feet,  to  a  point; Course No. 4: run thence, South 64"22'34" West, a distance of  153. 10  feet, to  a point; Course No. 5: run thence, South OO"OO 'OO•East, a  distance  of 51.86  feet,  to  a  point; Course No. 6: run thence, South 39 i7'39" West, a distance  of  143.00  feet,  to  a  point; Course No. 7: run thence, South 65 i4 '59" West, a distance of 152.04 feet, to a point;
Course No. 8: run thence, South 37"24 '48 . West, a distance of 127.65 feet, more or less, to a
poin t on the "Mean High Water" Line  of  the  St.  Johns  River:  run  thence,  Northwesterly.  along  and around the  mean derin gs  of the  aforesaid  "Mean  High  Water"  line  of  the  St.  Johns  River,  a  distance of 1,313 feet, more or less, to a point which bears, South 68"44'57" West, a distance of 388.22 feet,
more or less, from the Reference Poin t aA �· run thence North 68"44'5rEast, along lost said line, a
distance of 388.22 feet, more or less, to the Reference Poin t "A � and to Close.
The lands thus described contains 799,483 square feet, or 18.35 acres, more or less, in area.

04"46'10"	las!	to

CCoouurrssse  Na.  41:  rruunn   th,ince,  North	East,  along	saidoftangsncy,  o  distance  of 29.28  fest,       a  point;

South

Course Na. 42. run thence, North 51 "07'26" East, a distance of 46. 75 fetit,  to  o  point; Course No. 4J: run thence, North 75"56'25" East, a distance  of  85.45  feet,  to  a  point; Course No. 44: run thence, North 84.36 '51" East. a distance of 122.32 feet, to o point:

radius

The lands thus described contains 12,977,390 square feel, or 297.91 Acres, more or less, jn oreo.

No.	run	along	of	'	a

Course  Na.  45: run thence,	87'02'14" East, a distance of 77.58 feel, to the point of curvature, of o curve leading northeasterl
Course	46:	thence  northeasterly,	and  around  the  arc  of a  curve,  being  concave  northerly,  and  having  a  radjus  of 20.00y;feet,  through  o  central  angle       55"58 16"/a  the  left,  an  arc  distance  af  19.54  feet,  to  the  point  of  tangency of last  said curve,  said  arc  being  subtended  by     chord bearing  and  distance  of North  64"58'38" East,  18.77  feet:

CCoouurrssee  No.  5409:  run  thence, nSooruththeas4t5e'r1l8y',27ol"onEgasat,nda adriosutanndcethofe  a9r9c.34   feet,  to  the  point  of curvature,  of  o  curve  leading  northeasterly;

Course No. 47: run thence, North 36"59'30" East, along lost  said  tangency.  o  distance  of 51.37 feet,  to  o point; Course No. 48: run thence, North 77"19'55" East, a distance of 23. 77 feet, to a point;
of a curve, being concave northerly, and having o radius of 20.00 feet, through o central angle of 1'4"J0'15"to the /eH, an arc distonce of J9.97 feet, to the point of tangency of fast said curl'/!!, said <Jrc being subtended by o chord bearing and distance of Narth 77"2.6'25"East, 33.64 feet;

CCoouurrssse	03"21'10"  East,	of	to  o  point;

Course  NNoo..	run	of	to

Course N□. 51;  run  thence,  Nara,  20"11'18" East,  ofong  lost  said  tangency,  o  distance  af 38.40  feet,  to  o  point; No.  52:  run thence, North	o distonca 63.91 feet,
53:	thence,  North  56"5J'28" East,  a  distance      65.60  feet,      o point;

to

54: run thence, South 73"28'38" [ast, a distance of 26.32 feel, to  o  point; Course Na. 55: run thence, North 82"37'42" Eost,  a distance  of  72. 75  feet,  o paint; Course No. 56: run thence, North 52"45 '31 " East, a distance of 57.68 feet,  to  a point; Course  No.  57:  run  thence, North  65"19'11"  East,   o  distance of 76.69 feet,  to  o  point;

of

Course No.  61:	ths  lsft.	of	to  o	cusp   of las/	bsjng	by	74"1J'21 " Wt!sl,62:

Course  No.  6J:  rruunn	1 /56'51"	lost   soafid	to  o

Course  No..  59::  run  thencee, nNoorrththerl7y,7"3a9lo'n4g4"oEnadsta, roaunddis!tohneceoroef 49a.62cufreve,, bteointghecopnocianvteofwecsutrevraly,turaen, dohf aavincgurvae rloeda/duisn gofno2r5t.h0e0rlyf;eet,  through  o  central  angle  of  11 8"37 '08"/o  the  left,   an  arc  distance  of 51.76  feet,  to   the  point  of  tangency of lost  said  curve,  soid  ore  being  subtended  by a  chord  beoring  and  distance  of North  18"21 '/0'East,  43.00  feet; Coursse  Na..  60:  rruunn  tthh,ience,,  wNsosrtherly4,0"5al7o'n2g4"anWdesatr, oaulnodng!hJeosat rcsoiodf toancguernVBcy, , boeindgistcaonncceovoef s4o6u.t6h0srf/ye,eto, ntdo htohveinpgoiantraadfiucsurovfat2u5re.0, 1o feast,cutrhvreoulgehadaingc,,wnetrsot/eralyn;gl,i  of 66'3015'to	on  arc  dis/once      29.03  fest,	paint  of	said  curv,i,  said  ore	subtendsd       a  chord  bsaring  and  djs/ance  of North	27.43  fest;

CCoouurrssee  NNao..   65::  run  thence  eSoosulethrl 45a"0lo9n'g37o"nEdasatr,ouanddisthtaencaercof 37. 73  feet,  to  the  point   of curvature,  of  a  curve  leading  easterly,

thence, North	West,  along	tangen cy,   a distance  of 28.66 feet,	point; thence, North 56"05'4J" East, a distance 113.15 feet, to o paint;

y,

52. 7J feet, to o point;

44.48 feet, to a point;

tangen cy, o distance of 114.32 feet;

Course  Na.  66:  run  thence,  North  14"33'23"  Eost,  along  last  saiodf  a  curve,  being  concove  north erly,  and  hoving  a  radius  of 25.00  feet,  through  a  cen tral  angle  of  120"/ l'OO'ta  /he  !ef!,  an  ore  distance  of  52.48  feet,  lo  a  point,  lost   said  ore  being  subtended  by a  chord  bearing  and  dis tance  of  North  74"41 '53"Eos!,   43.36  feet; Course No. 67: run thence, North 29"49 '05" West, a distance of

CCoouurrsses  No.	run	46.17 

feet, o point;

Course  No.  68:  run  thence,  North  10"57'14"  East,  o  distance of
69:	thence,  North  54"43'50" East,  a distance of	to

71: run thence, South 24"50'58" East, a distance of 29.22 feet, to o point;

312.9,3  feet;  run  thence  North  87"27'26"West,  o!ongof  2,135.00  feet,  through  a  central  angle  of  08"24 '20"ta  the  left,  Qn  arc  d/stQnce  of 313.21  feet.  to  o  point  on  the  north erly line  of  the  7--laJ/owes   Tract�  situated  in  the  Francis  P.  Fotio  Grant,  Section   39,  Township  5  South,  Range  27  East,  lost   said  arc  being  subtended  by Q  chard  bearing  and  distance  of North  18'27'50'Eost,

Course  NNoo..  70:  run   thence,  South   60"18'14"  East,  a  distance,   of  16. 70  fet1t,   to   o  point;
beinCgoucrosnscaNvoe.  n7o2r:thrwuensttehrelyn,ceo,ndSohuotvhjn6g6o"41r7a9di"uEs,   a  distance  of  538.80  fest,   to  a  point,  on  ths  aforesaid  wssterly  Right  of  Woy Jins  of LONGLEAF PARKWAY,  lost  said  point  also  being  Qn  ths  ore  of  o   curve,   lsoding  northsrly,  run  thence,  northerly,  along  and  Qround  the  arc  of  o  curVB,   and also  bsing  the  aforesaid  wsstsrly Righi  of  Way line  of LONGL£AF PARKWA Y,  lost  said arc

of	in	said	Officio/	Boal<	of	in	in

of  soid  lands,  a  distance  Qf 2,028.02  feet,  to  the  solousthtesaasitd clionrne,er(andsaisdo labnedinsg dtehsecrniboerdthaenrldy breocuonrddaerdy of O'RfflivceiarlToRwenc)o. rdas dBisotoaknc7e02o,f p3a,4g0e1.8195; feruent,  tthoenacepoailnotnganthtehesoeuatsh!eerrl1yy lliinnee ooff  thoselanladnsdsdedsecsrcibreibdedanadndrerceocrodreddedinin   OfficioR/ eRceocrodrsds  Boal<70720,2,papgaege989989anodf  tthen Paulbolnicg RtehceorsdosuthoefrslyaidlineSI.   Jolahnndss Cdoeusnctryi,beFdloroinddo; rerucnordtheednce, OSffoicuitahl  R12ec"5o3rd'0s3"BWoeoskt, 7a0l2o,ngpatghee 9a9fo2r, esoa/1id  eothseterP1yublliince
RecoCrodusrsoef said  St.  Johns  Coun ty,  Plorido.  the  fol/awing  two  (2)	and  distances:

courses

River Town
Rivers Edge COD Parcel 4 Legal Description

A Parcel of land, being a portion of the Francis P. Fatio Gran t, Sect ion 39, Township 5 South, Range 27 East, and the Francis P. Fatio Grant, Section 44, Township
5 South, Range 26 East, St. Johns Coun ty. Florido, said parcel of land being more particularly described as follows:

For a POIN T OF REFERENCE, COMMENCE at the intersection of the  south erly Righ t  of Way  line  of STA TE  ROAD  No.  13,  (a  100  foot  Public  Rood  Righ t  of  Way,  as  per State of Florida, State Road Deportment  Right  of  Way  Mop,  Project  785),  with  the  Easterly  monumented  line  of  said  Frances  P.  Fatio  Gran t,  Section  43,  Township  6 South, Range 27 East, and run thence, along the aforesaid said Southerly Right of Way line of STA TE ROAD No. 1 3, the following two (2) courses and distances:
Course No. 1: run thence, along and around the arc of a curve, being concave Southwesterly, and having a radius of 22, 868.28 feet, through a cen tral angle of 
0015'41 " to the left. an arc  distance  of  104.28  feet,  lo  the  point  of tangency  of last  said  curve,  said  arc  being  subtended by  a  chord  bearing  and  distance  of North 631 9'36 " West, 104.28 feet;
Course No. 2: run thence, North 63"27'26" West, along last said tangency, a distance of 4,098.56 feet, to the POINT OF BEGINNING.

From the POIN T OF BEGINNING thus described, continue along the South erly and South westerly Right of Way line  of S TA TE  ROAD  No.  1 3,  the  following  four (4) Courses and Distances:
Course No. 1: run thence North 63"27 '26 " West, a distance of 2, 183. 01 feet, to the point of curvature, of a curve leading northerly;
Course No. 2: run thence north erly, along and around the  arc  of a  curve,  being  concave  northeasterly,  and  having  a  radius  of 1, 503. 66  feet,  through  a  cen tral angle of 79"01 '54 N to the right, an arc distance of 2, 074. 09 feet, to  the  point  of  tangency  of last  said  curve,  said  arc  being  subtended  by  a  chord  bearing  and distance of North 23"56 '30" West, 1,913.53 feet;
Course No. 3: run thence North 15 '34 '2rEost, a distance of 50. 75 feet, a point; thence, deporting from aforesaid South erly Right of Way line of STATE ROAD No.

Course No.

1; run thence, South 75'52 '.24" West, o distance of 3, 755. 96 feet, to a point;
No. 2: run thence, North 77'07'4-1 " West, o distance of 293. 71 feet, to a point; run Course No. 1: run thence, South 24'05'46" West, a distance of 1, 005.35 feet, to  a point; Course No. 2: run thence, South 00"2.g'55" West, o  distonce  at 449.34  feet.  to  o  paint; Course No. J: run thence, South 11 "21'40" West, o distance  of 379.59  feet,  to  o  point; Courss Na. 4: run thence, South 59'12'52" West, a distance of 671.93 fest, to o point;

thence, the fo!lowlng flft�seven (57) courses and distances:

1 J, run the following seven (7) courses and distances:
Course No. 1: run thence, North 69"14'01 U West, a distance of 307.80 feet, to  a point; Course No. 2: run thence, South 70"00'09 " West, a distance of 121.26 feet, to a poin t;
Course No. 3: run thence. South 25"56'53" West, a distance of 166. 79 feet, to a point;

REVISED ADDED  PARCEL  II ELEMENTARY
Se,HHQ  SITE/REVISED  2 e,W PARe,ELS
JOI:, No 4Z07B. MAY IB. 2016
REVISED ADDED SHEET Ful.JR (4)

Course No. 5: run thence, South 63'31 '14" East, o distance af 448.92 feet, to o point, on the ore of o curve, leading southeasterly;
Course No. 6: run thence, southeasterly, along and around the ore of o curve, being concave northeasterly, and having o rodius of J00.00 feet, through o central angle of JJ'05'48" to the /eH, an arc distance of 1 73.29 feet, to the point of tangency, of last said curve, said arc being subtended by a chord bearing ond distance of South 80'04'08" East, 1 7Q_go feet;

Course No. 4: run thence, South 64°22'.34" West, a distance of 153. 10 feet, to a point;
Course No. 5: run thence, South oo·oovo wEast, a distance of 51 .86 feet, to a point;

FOR  "AfPARe,EL  LE0AL  DESCRIPTIONS"'

run	of	fest.	dislanc,i

Course No. 7: run thence, North 83'22'57" East, olong lost sold tangency, o distance of 232.62 feet. to the point of curvature, of a curve, leading northeasterly:
Courss Na. B:	thence,  norlheastsr!y,  o/ang  ond  around  the  ore   o  curve,  being  concave  northwesterly,  and having  a  radius  af ,300. 00	through a centrol ang/s of 30'06 '17" lo ths /sft. an arc
Course No. 9: run thence, North 53'12'48" East, olong lost said tangency, a d/stQnce of 902.30 feet, to the point of curvature, af o curve, leading northeasterly;

of 157.63 fest, to the point of tongenl'y, of last said curvs, said ore bejng subtended by a chord beoring and djstancei of North 68"15'57" [osl. 155.82 fest;

Course No. 6: run thence, South 39"1 7'39. West, a distance of 143.00 feet, to a point;
Course No. 7: run thence, South 55·74 '59 • west, a distance of 152.04 feet, to a poin t herein after referred to as Reference Point "B "; thence return to the POINT OF

JDP No. 41'.'lBZ, APRIL 2'.'l. 2016

Course  No.  10:  run  thence,  northeostefiy,  along  ond  around  the  ore  of  o  curve,  being  concave  southerly,   and  having  o  radius  of  550.00  feet,   through  a  central  angle  of  54'13'27"  to   the  right,   on   ore   distance  of  520.51   feet,   to   the  point  of  tangency,   of  last  said   curve,   said   arc   being  subtended  by  o  chord  bearing  and  distance  of  North   80'19'31"  [ost,   501.31   feet; Course No. 11: run thence, South 72•33'45" East. along last said tangen cy, o distance of 142. 76 feet. to a point;

8J"22'5J"	fa,,/,

run	South	East,	fetil,	point;

Course No. 12: run thence, South 17"26'15" West,  a  dis/once  of  100.00  fed,  to  o  paint; Courss No. IJ: run thence, South 32"32 '3J" West, o  distance  of  64.88  fest,  to  o  point; Course No. 14: run thence, South 48"52'26" West, a distance of 89.32  feet,  to  o point; Course No. 15: nm thence, South 12"J1 '09" East, o distance  of 86.15 feet,  to  o  point; Course No. 16: run thence, South 15•52'52" West, a distance  of 54. 18  feet,  to  o point; Courss  Na.  17:  run th,ince, North		West,  a distance of 81.94	to o point; Course No. 18: run thence, South 57"44'09" West, o distance  of 31.24  feet,  to  a point; Course No. 19: run thence, South OJ"J9'53" East, a distance  of 29.67  feet,  to  o  point; Course No. 20: run thence, South 06"18'56" West, a distance of 91. 70  feet,  to  o point; Course Na. 21:	thence,	10"27'23"		o  distance of 49.55	to o

J7"5J'50"	57.84	point;

Course No. 22: run thence, South 54"43'22" West, o distance of  17.02  feet,  to  a point; Course No. 23: run thence, South 87"11 '45" West, a distance of 83.24 feet, to  o point; Course No. 24: run thence, North 51"09'J9" West, a distance  of  40.25  feet,  to  o point; Course No. 25: run thence, North 27"1J'OJ" West,  a  distance of J3.80 feet,  to  o  point; Courss  Na.  26:  run thencs, North	East,  a distance of	fest,  to   o Course Na. 27. run thence, North 39"27'54" West, o distance of 83. 19 feet,  to  a point; Course  No. 28:  run  thence,  North  13"21 'J9"  West,  a distQnce of 20. lJ feet,  to  a point;
CCoouurrssee  NNao..  29:  run  thence,  North  22•4 7'49"  West.   a  distance  of 66. 10   feet.  to  o  point;

JO:	point;

BEGINNING.
From the POIN T OF BEGINNING, run thence, the following four (4) courses and distances:
Course No. 1: run thence, South 27"52 '36 � West, o distance of 197.84 feet,  to a point; Course No. 2: run thence, South 71 "24 '28 "West, a distance of 152.25 feet, to a poin t; Course No. 3: run thence, South 79"12 '13" West, a distance of 294. 12 feet, to a point;
Course No. 4: run thence, South 73•7 5'09" West, a distance of 101.88, more or less, to a point on the "Mean High Water" Line of the St. Johns River;  run  thence, Northwesterly, along and around the meanderings of the aforesaid "Mean High Water" line of the St. Jahns River, a distance of 4,048 feet, more or less, to a poin t

-a�

which bears, South 37"24 '48 " West, a distance of 127.65 feet, more or less, from  the Reference  Point  "B "'  run  thence North  37"24 '48 "Eost,  along lost  said  line,  a distance  of 127.65  feet,  more  or  less,  to  the  Reference Point	and to Close.
The lands thus described contains 2, 010,2 70 square feet, or 46. 15 acres, more or less, in area.

RFRuMEVISEPDROe,SDDSEPRG\JDNADTAERDY(MIEASR)CHPE7R,  '2.E0M1A6IL
JOj:, No. 41B½, MARCH 21, 2016
RFRE&MVISEPDROe,DSDSEJ:,RG\JDNADTAERDY(FIESJ:,)  0PE4,R2E0M16AIL
JOj:, No 41766, FEf:,RUARY II, 2016

&

.

REVISED e,DD i?G\JNDARY ltTWEEN e,DD ? PARe,EL, RIVERS ED0S CDD PARCEL I. PER NEW PLAN
JOj:, No. 416'.37, JANUARY OB, '2016
LEGEND	�!/,I E	,�JI Y  I 11 .  2..rJl'.7

Course

run thence, North 43'13'12" West. a distance of 41.54 feel, to o
No. 31: run thence, North 12"50'15" West, a distance of 55. 19 feet, to the point of curvature, of o curve, leading northwesterly,

I· I	I

Course  No.  32;  run  thence,  northwesterly,  along  and around the  arc  of  o  curve,  being concave southwesterly,  and having a radius  of   15.00  feet,  through  a  central angle  of  77"25'58"  to  the !eft,  an  ore  distonce  of 20.27  feet,  to  the point  of  tangency,  of lost said  curve,  lost  said  arc  being subtended by a  chord bearing and distance  of  North  51"33'14"  West,  18. 76  feet;    Course No. JJ; run thence, South 89"4J'48" West, olQng lost said tangency, a distance of J1.94 feet. to o point;

No.  J5;  run	on	fest,   to	of	soid	<Jrc	feet;

Course No. 34: run thence, North 61'08'37" West, a distance of 47.41 feet, to the point of curvature, of o curve, leading westerly,
Courss	thence,  westerly,  along and around the ore of o curve,  being concave sauth srly,  and hoving {]  radius  of 15.00,  through  a centrol  angls  of 69'4.J'18" to  tha lsft,     ore distance of 18.25	thei point  of tangency     last	curve,  said	baing subtendad by o chard bsaring and distonce of South BJ'59'44" West, 1 7.15 Course No. 36: run thence, South 49"08'05 " West, along lost said tangency, a dislonce of 60.87 feet, to o point;

South	to

40:	thence,	West, o distance Qf 99.94 feet, o point;

39:	thencs,	Wes!, a distance of 24.29 fest. o paint;

Course No. Jl: run thence, South 8021 '55" West, a distance of 25.62 feet, to o point; CCoouurrsses  NNao..  38:  rruunn  thence,  South   5393""21 17'3'09,3"" West,  a  distance  of 32. 41  feet,  to   o  point;

41:	thence,	West, distance of 541.61 feet, the paint

Course No.	run	SQuth 75'04'23"	to
Course No.	run	South 53i2'48"	a	to	of curvature, of a curve, leading southerl

NOTES:

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Course  No.   42:  run  thence,  southerly,   along  and  around  the  ore  of a  curve,  being  concave  easterly,  and  having  o  radius   of 20.00  fy;eet.  through  o  central  angle  of  90'00'00"  to   the  leH,  on  ore  distance  at 31.42  feet.  to   the point  af tangency of  lost  soid  curve,  soid ore being  subtended  by a  chard bearing  and  distance  of  South  08'12'48"  West,  28.28  feet:
Course Na. 43, run thence, South 36"47'12" East, o distance of 133. 10 feet, to !he paint of curvature, of o curve, leading southeasterly;

f'N  ---FOY,EP,  DAT::P  l'-,,lif-'._c,.fI  -:,.  ZCl'S,  ANV  LE'.°1J'L  )E0(,,-R Ir'- IC',0  TO  i-->:::-I JR•\-3..';

A & J LAND SU RVEYORS, INC.

Course  No.  44:  run  thence,  southeasterly,  along and around  the  arc  of  o  curve,  being  concave sauthwesterly,  and having o  rodius  of 400.00  feet,  through  o  central  angle  of  .50"28'12• to  the righ t,  on  ore  distance  of 212. 72  feet,   to  the point  of  tangency,  of lost  said  curve,  said  arc  being subtended by a  chord bearing  ond distance  of  South 21 "33'06" Eost,  210.22  fetit;   Course No. 45: run thence, South 06"18'59" East, along lost said tangency. o distance of 702. 14 feet. ta the point of curvature. of o curve, leading south westerly;
Course No. 46: run thence, southwesterly, along and around the ore of a curve, befng concave northwesterly, and having a radius of 300.00 feet, through a central angle of 58'J1 '/5" to the right, on ore distance of 306.42 feet, to the point of tangen cy, of lost said curve, sofd ore being subtended by o chord bearing and distance of South 22"56'38" West, 293.27 feet;

of     curv,i,	to	of lost	of

Course No. 47: run thence, South 52"12'16" West, along lost said tangency. a distance of 95.64 feet, to the point of curvature, of a curve, leading southwesterly;
Courss  Na.  48:  run  thencs,  southwesterly,  along Qnd around  the ore      a	bsing  concave soulheasterly,  and having a  radius of 300.00  fest,   through  o  csntro/  angle of 30"1 7'46"  to  tha /aft.  on  ore distance  of 158.63  fe,it,       the point   of tangenl'y,	said curvs, said arc bejng subtendsd by a  chord bsoring  and djs[ance  South  ,3/03'23"  Wt!st,  156. 79  feet; Course No. 49: run thence, South 21"54'27" West, along lost soid tangency, a distance of 151.73 feet, to the point of curvature, of o curve, leading southerly;
Course No. 50: run thence, Southerly, along and around the ore of o curve, being concave easterly, and having o rQdius of 500.00 feet, through o central Qngle of 42"22'56" to the left, on ore distance of 369.85 feet, to a point, lost SQid ore being subtended by a chord beQring and distance of South 00"42 '59" West, 361.48 feet;

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CCoouurrssee  NNao..   5521::	South   69.31'29"	to       point,   on

Course No.	run	ore	of	fee!;53:

run thence,	West.  departing  from  lost  said arc,  a  distance  of  100.00 feet,       a	the ore of a curve, leading northerly;
thence,  northerly,  along  and around  the  ore  of a  curve,  being concave easterly,  ond having o  rodius  of 600.00  feel,  through  o  cen tral  ongle  af  02"51 '35"  la  the righ t,  an  arc  distance  of 02'51 '35"  to  the right,  on  ore  distance  of 29.95  feel,  to  a point,  !as/ said	being sub/ended by o chord bearing ond distance North 19'02'43" West, 29.95
Course No. 54: run thence, South 69"21'44" West, deporting from last said arc, o distance of 143.03 feet, to o point;

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°

Course No. Course

run  thence,  South  85"59 '26"  West,  a  distance of  226.33 feet,  to  a point;
55:  run  thence,  South  79•31'49"  West,  a distance  of 204.53  feel,  to  o point;

\.JJ E  NU	NITHCUT	�:;10'-.jt-.JRE  1\'V  T-IE  0Rl:0 t--J.\_  .:::,1, 1 �::r  �::e.fL	!,  FLOfz1r1\
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IN  ::.'.-liAPT:::J<.  5�-17CrL, OLZIO/RA I/A  A/rv' I\ STJ?A- l'vE  (UDE.,  PIJR5JA\T  -IJ

No. 56: run thence, South 4020'58" West, a distance of 304. 15 feel, to o point;

courses and distances:

(4)

Courss Na. 57: run  thencs, South 63"0J'16" West, a dis!anl'e of 525. 37 fee!, to o point on ths northeastsrly Right of Woy line of STATE ROAD No. 13, (a 100 fool Public Rood Right of Way, as psr Stats of Florido, Sto!ti Rood Dapartment Right of Woy Mop, Project 785); run thanes, along the aforssaid northeostsrly Right of Way fine, of STATE ROAD No. 13, ths fo!/owing four

CCoouurrssee  No.  23:  run   thence,  South  15'34 '27' West,  along  last  said   tangen cy,  a  distance  of  457.25  feet,  to   the  point  of  curvature,  of  a  curve  leading  southeasterly;

Courss No. 1: run thence, south erly, along Qnd around ths arc of a curve. being concQve westerly, and having a radius of 1,491.25 feet, through a central angle of 022832"to ths lsft, an arc distance of 64.4J fest, to ths point of tangsncy of last said curve, said ore bslng subtendsd by a chord bsoring and distance of South 14"2011" West, 64.43 fest;
Course  No.   4:  rruunn  theence, sSoouutthhea6s3te'2rl7y,'26al'oEnogst.anadloanrgoulonsdt tshaeidartcanogefnacy,cuorved,isbtaenincge coofnc3a, 1v8e3.ngo6r!hfeeats, tetro1y,thaendPOhIaNvTinOgFaBEraGdINiuNsINoGf. 1,403.66  feel,  through  a  central  angle  of  79"01 '54"!o  the  left,  an  arc  distance  of  1, 936. 16  feet,  lo  the  point  of  tangency of last  said  curve,  said  ore  being  subtended  by a  chord  bearing  and  distance  of  South   23'56 '30"[ost,  1, 786. 28  feet;    The lands thus described contains 50,911,929 square feet, or 1,168.77 Acres, more or less, fn area.

AD/ -l::7N0  CR  ;·:::L.[_T ONS  TO  S JR\/[Y  \.'Af':::  OR  R["'OR.-0  PY	TiAN  TH:::  '3 0'\ )\S,

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SHEET FOUR (4) ofPOUR (4) SHEETS

RiverTo wn
Light Industry Parcel Legal Description
A Parcel of land, being a portion of the Francis P. Folio Grant, Sec/ion 39, Township 5 South, Rr:m ge 27 [osi, St. Jahns Coun ty, Florido, said parcel of land being more  pCJr!icu/or/y  described  os   fo}!ows:
For  CJ   Point   of  Reference,   Commence   at   the  most  Southwesterly  comer   of  "WHITELOCK  FARMS",   as  shown   on   the  plot   thereof,   recorded   in  Map  Book  J7,   poges  80-112  of  the  Public  Records  of  said  St.  Johns  Coun ty, Florido,  said  point   also  !yng  on   the   easterly  line  of  the  Franch,   P.   Fotio   Gran t,   Section   J9,   Township   5   South,   Range   27 Etn,t,  St.  John5  Coun ty,   Florido,   and  run   thence,   South   41 •,39'57"   Wes t,   along   the  ofore�;oid   easterly  line  of  fhe  rroncis  P.   Fat10   Grant,   Secfion   J9,   a  distance  of  494. 76 feet, to the POINT OF BE:G!NNING.

RiverTown
LJCeAgo/  Description
A Parcel of lond, being a portion of the Francis P. Fatio Grant, Section 39, Township 5 South, Range 27 East, and in the Francis P. F"a tio Grant, Section 44, Township 5
South, Range 26 East, St. Johns Coun ty, Florido, sold pores/ of land being mars particularly described as follows:
For o Point of Reference, COMMENCE at the intersection of the northerly line of the "R/VERTOWN  PUD  Boundary",  with  the  westerly Right  of  Way  line  of  "LONCLEAF PARKWA ¥", os deeded from the St. Joe Company to the Main Street Community Development District in Officio/ Records Book 3271, page 1329, and then deeded from the
Main Street Community Development Distn·ct to  St.  Johns  Coun ty,  in  Official  Records  Book  3318,  page  926,  oil  in  the  public  records  of said  St.  Johns  Coun ty,   Florida,  said point lying on the ore of a curve, leading southerly, run thence souther!y, along ond around the arc of a curve, being concave northwesterly, and having a radius of 2,135.00

RiverTown Commercia! 2 Legal Description
A Parcel of land, being a portion of described as foJJows:

the

Francis P.

ratio

Grant, Section 39, Township

5 South, Range 27 East, St. Johns County,

Florida,

said parcel of land being more

particularly

From the Point of Beginning thus described, run thence, the following twen ty-one (21) courses and distances:
Course No. 1: run thence, North 41"27'22" West, a distance  of  139.92  feet,  to  Q  point; Course No. 2: run thence, North 31 "03'06" West, a distance of  135.98  feet,  to  a  point; Course  No.  3:  run  thence,  North  01"42'41"  West,  a  distance  of  131.35  feet,  to  o point:
Course No.  4:  run  thence, North  63"55'57" East,  a  distance  of 81.06  feet,  to  o point;
Course No. 5: run thence, North 78"18'57" East, a  distance  of  33.28  feet,  to  o  point; Course No. 6: run thence, North 15"38'52" East, a distance  of 23. 73 feet,  to  o  point;  Course  No.   7:  run  thence,  North  45•20·17·  East,  a  distance  of  27.65  feet,   to  a   point;
Course  No.  8:   run  thence,  North  08"06'47'  West,   o  distance  of  22. 12  feet,   to  a point;
Course No.  9:  run  thence,  North  58"30'40" East,  a  distance  of 58. 97 feet,  to  o point;
Course  No.   10:   run  thence,  North  18"46'26"  West,   a  distance  of  87.49  feet,   to  o point:
Course No. 11: run thence,  North  14"31 '19"  West, a  distance  of  94. 61  feet,  to  a  point; Course  No.  12:  run  thence,  North  18"31'54"  East,  a  distance  of  59.89  feet,  to  a  point; Course No.  13:  run  thence,  North  24"34'07"  West.  a  distance  of  38. 96  feet,  to  Q  point; Course  No.   14:   run   thence,   North   15"36'46"   West,   a  distance  of  58. 75   feet,    to  Q point;
Course  No.   15:  run  thence,  North  13"54'08"  East.  a  distance  of  74. 74  feet,  to  a point:
Course  No.   16:  run  thence,  North  72"36'04"  West,   a  distance  of  56. 79   feet,  to  o point:
Course No.  17:  run  thence,  North  23"35'20"  West,  o  distance  of 95.90  feet,  to a point:
Course No. 18: run thence, South 66"'25'13" West, a distance of 370.99 feet, to a point:
Course  No.   19:   run  /hence,  Soulh  17°44'18"  West,   o  distance  of  28.26  feet,   to  " pain/;
Course  No.  20:   nm   thence,  South  45"28'59"  West,   a  distance  of  19.46  feet,  to  a point;
Course No. 21: nm thence, South 29"23'32" West, a distance of 26.34 feet, to a point on the aforesaid easterly Right of Woy Jine of LONGLEAF PARKWAY, as per
instrument recordsd in Official Records Book 3271, page 1329 of the Public Records of soid St. Johns Coun ty, Florida, ond run thence, along ths aforesaid easterly Right
of Way line of LONGLEAF PARKWAY, the following two (2) courses and distances:
Course No. 1: run thence, southerly; along and around the ore of a curve, being concave easterly, and having a radi1.1s of 3,435.00 feet, through a central angle of
03"25'40" to the right, on arc distance of 205.51 feet, to the Point of Tangency of lost soid c1.1rve, said ore being  s1.1btended by o  chord bearing  and  distance  of South 21"52'30" East, 205.48 feet;
Course No. 2: run thence, South 23"35'20" East, along last said tangency, o distance of 781. 17 feet, to a point, on the aforesaid easterly line of the Francis P. Folio Grant,   Section   39,-   run   thence,   North   41"39'57"  [ost,   along   last   said  line,   o  distance   of  171.16   feet,   to   the   POINT  OF  B[GINNING.
The lands thus described contains 6.J8 Acres, more or less, in area.

RiverTown Community Park Legal Description
A Parcel of land, being a portion of the Francis P.  Fotio  Grant.  Section  44,  Township  5  South,  Range 26  East,  oil  in  St.  Johns  County,  Florida,  said parcel  of land being more particularly descn"bed as folJows.
For  o  Point  of Reference.  Commence  al  the Southeasterly corner of "R/VERTOWN  NORTH RIVERFRONT".  os  shown  on  the plot  thereof,  recorded  in  Mop  Book
J9, pages 59 through 64 of the Public Records of St. Johns Coun ty,  Florido, said point also lying on  the Westerly Right of Woy !ine of STATE ROAD NO. 13, a
100  foot  Public Rood Right  of Way,  as per Stote Road Department  Right  of  Way Map,  ProJect  785),  and run  thimce,  North  88"16'39" East,  across  STATE ROAD
No. 13, a  distance  of  100.00  feet.  to  a point  on  the Easterly Right  of  Woy  line  of said STATE  ROAD No.  13,  with  the  "R/ VERTO WN  PUD  Boundary" and  the POINT  OF BEGINNING.
From the POINT OF BEGINNING thus described, run thence, along  the  aforesaid  nRIVERTOWN  PUD  Boundary",  the  following  three  (3)  courses  and  distances: Course NO. 1: nm thence, North 89"24'38" East, o distance of 515.25 feet, to a point;
Course No. 2: run thence, South 51"41 '45" East, a distance of 1, 332. 26 feel, lo o point;
Course No. 3: run thence, South 39"27'48n West, a distance of 648.38 feet, to a point on the northerly Right of Way line of said STATE ROAD No. 13; run
thence, along the aforesaid northerly Right of Way line of STATE ROAD No. 1J, the following two (2) courses and distances:
Course No. 1: run /hence, easterly, along and oround the arc of a curve, being concave northerly, and having a radius of 1,382.69 feet, through a central
angle of 08"42'40" to the left, an arc distance of 210.22 feet, to the point  of  tangency of last  said  curve,  said  arc  being  subtended  by o  chord bearing  and distance of South 84"J8'05"' [osl, 210.02 feet;
Course No. 2: run thence, South 88°59 °25" East, a distance of2,617.76 firet, to o point: thence departing from aforesaid Right of Woy line, run the following
eighteen (18) courses ond distances:
Course  No.  1:  run  thence,  North  51"46'02"  West,   a  distance  of  108.71  feet,  to  a point;
Course No. 2: run thence, North 28"34'09" West, a distance of 21 7.98 feel, to  a point; Course No.  3:  run  thence,  North  45•29'39"  West.  a  distance  of 582.53  feet,  to  a point;
Course No. 4: run thence, North 14"47'42" West. a distance of 382. 17 feet, to  a point; Course No. 5: run thence, North 25"36'05" West, a distance of 222.60  feet,  to  a point; Course No.  6:  run  thence,  North  37"16'32"  West,  a  distance  of 251.19  feet,  to  a point:
Course  No.   7:   run  thence,  North  15"04'45"  West,   a  distance  of  454.83  feet,   to  a point;
Course No. 8: run thence, South 69"56'52n West, a  distance  of  500.85  feet,  to  a  point; Course  No.  9:  run  thence,  South  78"34'06�  West.   a  distance  of 591.54  feet,   to  a point:
Course  No.   10:   run  thence,  North  /0"08'34n   West.   a  distance  of  500.54  feet,   to  a point:
Course No. 11: run thence, North 05"08'54n East,  a  distance  of J4J.48  feel,  to  a  point; Course  No.   12:  run  thence,  South  86"38'10"  West,   a  distance  of  131 .22  feet,   to  o point;
Course  No.  13:  run  thence  South  32"15'18"  West,  o  distance  of  417.85  feet,   to  o point;
Course Na. 14· run thence, South 80"37'Jj"  West,  a  distance  of  J71.02  feel,  lo  a  point; Course No. 15: run thence, North 73"47 '07"  West.  a  distance  of  151.04  feel,  to  a  point; Course  No.   16:  run  thence,  South   79•35'35•  West,  a  distance  of 270. 11  feet,  to  a point;
Course  No.   1 7:   run  thence,  North  46'58'09"   West,   a  distance  of  330.95  feet,   to  a point;
Course No. 18: run thence, North 86'04'53"  West,  a  distance  of  283.56  feet,  to  a  point,  on  the  easterly Right  of  Woy  line  of S TA TE ROAD  No.  13;  run thence, along the aforesaid easterly Right of Way Jine of STA TE ROAD No. 13, the following two (2) courses and distances:
Course No. /: run thence, South 12"11'31 " West, a distance of 531.12 feet, to the point of curvature, of a curve leading  southerly;
Course No. 2: run thence southerly, olong and around the ore of a curve, being concave easterly, and having o radius of 1,328.89 feel, through a central
angle of 13"55'33" to the left. on ore distance of 336. 07 feet, to a point on the "R/VERTOWN PUD  Boundary"  and  the  POINT OF BEGINNING,  last  said  ore  being subtended by a chord bearing and distance of South 05"13'52" West, 335.24 feet.

feet, through a central angle of 08"'24'20" to the right, on arc distance of 313.21 feet, to the POINT OF BEGINNING, Jost said arc being subtended by a chord bearing ond
distance at South 18"27'50" West, 312.93 feet;
From the POINT OF" BEGINNING thus described, continue along the aforesaid westerly right of way line of "LONGLEAF PARKWA "Y",  the  following  three  (3)  courses  and distances:
Course No. 1: continue southerly, along and around last said curve, having a radius of 2,135.00 feet, through o central angle of 12"34'38" to the right, an arc distance of
468.86 feet, to the point of tangency of last said c1.1rve, said ore being subtended by a chord bearing ond distance of South 28"57'19" West, 467. 72 feet;
Course No. 2: run thence, South 35i0'21" West, along last said tangency, o distance of 1,327.84 feet, to the point of curvature, of o curve, leading southerly;
Course No. .3: run thence, southerly, along ond around the arc of a curve, being concave southeasterly, and having a radius of 1,265.00 feet. through a central angle of
06"01 '00" to the left, on arc distance of 132.84 feet, lost said ore being subtended by a chord bearing and distance of South 32"09'51" West, 132.84 feet; run thence, deporting from aforesaid westerly right of way line, /he following seven ly-two (72) courses and distances:
Course No. 1: run thence, North 62'03'17" West, o distance of 128.04 feet, to the poinl of curvature, of o curve leading southwesterly;
Course No. 2: run thence south westerly. along and around the arc of a curve. concave southerly. and having a radius of 50.00 feet. through a central angle of 71'44'07"to
the left, on arc distanc!l  of 62. 60  feet,  to  the  point  of  tongency of last  said  curve,  soid  arc  bein9  subtended by a  chord  beoring  and  distanc!'  of South  82"04'40"  West,  58.59 feet;
Course No. 3: run thence, South 4-6"12'36" West. along last said tangency, a distance of 297. 15 feet, to a point:
Course No.  4:  run  thence,  North  64/6'24"  West.  a  distance  of 149.45  feet,   to  a point;
Course  No.   5:   run   thence,   North   46t!1 '50"  East.   a   distance  of  377.74   feet,   to  a  point; Course No.  6:  run  thence,  North  43'38'06" East,  a  distance  of 144.51  feet,  to  o point:
Course No. 7: run thence, North 33'25'24" East, a distance of  35.98  feet,  to  o  point; Course No.  8:  run  thence,  North  69'09'18" West,  a  distance  of 91.66  feet,  to  a point;
Course No. 9: run thence, North 25'27'24" East, a  distance  of  142.66  feet.  to  o  point; Course  No.   10:   run  thence,  North  4-J"57'15" East,  a  distance  of  57.69  feet,   to  a point;
Course  No.   11:  run  thence,  North   11"15'00"  East,  a  distance  of  25.00  feet,   to  a  point;
Course No. 12: run thence, North 79'03'58" West, a distonce of 27.28 feet, to a point;
Course No. 13: run thence, North 10°56'02" East, a distance of 1 7.72 feet, to the point of curvature, of o curve leading northwesterly;
Course No. 14: run !hence northwesterly, alon9 and around the arc of a curve, being concave southwesterly, and having a radius of 25.00 feet, through a central angle of
97"31 '32"to the left, on arc  distance  of 42.55  feet,  to  the point of tangency of last  soid  curve,  said  ore  being  subtended by a  chord bearing  and  distance  of North  37'49 '44"  West, 37.60 feet;
Course No. 15: run thence, North 86"35'30" West. along lost said tangency, a distance of 38.41 feet. to a point:
Course No. 16: run thence, North 52"51'56" East. a  distance  of  65.64  feet,  to  <i  point; Course No. 1 7: run thence, South 75"46'44" East, o distance of 50. 75 feet, to a point:
Course No. 18: run thence, North 57'24'33" East, a distance of 34. 90 feet, to the point of curvature, of a curve leading northerly;
Course  No.  19:  run  thence  northerly,   along  and  around  the  arc   of  a  curve,   being  concave  westerly,   and  having  a  radius   of  20.00  feet,   through  a  central  ongle   of  63'16 '24" to the left, on arc distance of 22.09 feet, to the point of tangency of lost said curve, said ore being subtended by o chord bearing and distance of North 25"46 '21"Eost,
20. 98 feet;
Course No. 19: run thence, North 05°51'51" West. along lost said tangency, o distance of 49. 19 feet, to the point of curvature, of a curve leading northwesterly.
Course No. 20: run thence northwesterly, along and around the ore of a curve, being concave southwesterly, and having a radius of 20.00 feet, through a central ang!e of
64"J8 '41", an ore distance of 22.57 feet.  t<i  the  point  of  tangency of last said  curve,  said  arc  being  subtended by a  chord  bearing  and  distance  of North  38'1172"West.  21.J9 feet;
Course No. 21: run thence, North 70"30'32" West, along lost  said  tangency,  a  distance  of  59.89  feet; Course No. 22: run thence, North 61"15'17" West, a distance of 43.50 feet, to o point:
Course  No.  23:   run  thence,  North  57°54'44"  West,   a  distonce  of  57.24-  feet,   to  a point;
Course  No.   24:   run   thence.  North   69°57'02"   West,   o  distonce  of  54-.94   feet.   to  a  point:
Course No.  25:  run  thence. North 54"31 '31 "  West.  a distance of 105.93  feet.  to  a point:
Course No. 26: run thence, North 89"16'29" West, a  distance  of  74.36  feet,  to  a  point; Course  No.  27:  run  thence,  North  85"42'1 1"  West,  a  distance  of  54.27  feet,   to  a point;
Course No.  28:  run  thence,  North  74°00'29"  West,  o  distonce  of 25.50  feet,  to  a point;
Course No. 29: run thence, North 39".35'13" West, a distance of 39. 79 fee!, !o the point of curvature, of o curve leading westerly;
Course No. 30: run thence westerly, along ond oround the ore of a curve, being concave southerly, and having a rodius of 20.00 feet, through a central angle of
54"50 '25 "to the left, on arc distance of  19.14  feel,  to  the point of tangency of last  said  curve,  said  ore  being  subtended by a  chord  bearing  and distance  of North  67"00 '26" West, 18.42 feet;
Course No. 31: run thence, South 85"34'22" West, along lost said tangency, a  distance of 49.18 feet.  to  o point; Course No. 32: run thence, North 76 "32'47" West, o distance of 61.55 feet, to a point:
Course No.  33:  run  thence,  North 25i5'01 "  West,  a  distance  of 57.80  feet,  to  o  point:
Course  No.  34:  run  thence,  North  03"19'52"  East,  a  distance  of  30. 31   feet,   to  o point:
Course  No.  35:  run  thence,  North  57i0'46" East,  a  distance  of 37.08  feet,  to  o point:
Course  No.  36:   run  thence,  North  36°22'57"  East,  a  distance  of  51.30  feet,  to  a point:
Course No. 37: run thence, North 84"49'1 1" East, a distance of  54.86  feet,  to  a  point; Course  No.  38:  run  thence,  North  51"33'0/ "  East,  a  distance  of  58.52  feet,   to  <i point;
Course Na. 39: run thence, South 85"33'51 " East, a distance of 44.63 feet, to the point of curvature, of o curve leading northerly,
Course No. 40: run thence norther1y, along and around the arc of a curve, being concave northwester1y,  and  having  a  radius  of  20.00  feet,  through  a  central  angle  of 89"39'58"to the left, on arc distance  of 31.30  feet,  to  the point of tangency of last  said  curve,  said  arc  being  subtended by a  chord  bearing  and  distance  of North  49"36 '1 0"  East, 28.20 feet;
Course No. 41: run thence, North 04"46'10" East, along lost said tangency, o distonce of 29.28 feet, to o point;
Course No. 42: run thence, North 51 °07'26" East, a  dis/once  of  46.75  feet,  to  a  point; Course No. 43: run thence, North 75°56'25"  East.  a  distance  of  85.45  feet.  to  a  point; Course No. 44: run thence, North 84"36'51 " East, o distance of 122.32 feet, to o point;
Course No. 45: run thence, South 87°02'14" East, a distance of 77.58 feet, to the paint of curvature, of o curve leading northeasterly;
Course No. 4-6: run thence northeasterly, along and around the arc of o curve, being concave northerly, and having a radius of 20.00 feet, through a centro! angle of
55"58 '16"to the left, on arc distance  of  19.54  feel,  to  the point  of  tangency of last  said  curve,  said  arc  being  subtended  by a  chord  bearing  and  distance  of North  64"58'38" East, 18. 77 feet;
Course No. 47: run thence, North 36"59"30" East, along lost  said  tangen cy,  a  distance  of  51.37  feet,  to  o  point; Course No. 48: run thence, North 77"19'55" East, a distance of 23. 77 feet, to a point:
Course No. 49: run thence, South 45"18'27" East, a distance of 99.34 feet, to the point of curvature, of o curve leading northeaster1y;
Course Na. 50: run thence northeasterly, along and around the arc of a curve, being concave northerly, and having a radius of 20.00 feet, through a central angle of
114'30 '15"to   the  left,   an   ore  distance  of  39. 97  feet,   to   the  point  of  tangency  of  last  said  curve,   said  arc  being  subtended  by  a   chord  bearing  and  distance  of  North   77"26'25" East, 33. 64 feet;
Course No. 51: run thence, North 20"11'18" East, along last said tangency,  o  distance  of  38.40  feet,  to  a  point; Course No. 52: run thence, North 03"21 '10" East. a distance of 63. 91 feet, to a point;
Course  No.  53:  run  thence,  North  56°53'28" East.  a  distance  of 65.60  feet.  to  a point;
Course Na. 54: run thence, South 73°28'38" East, o distonce of 26.32 feet, to  o point; Course No.  55:  run  thence,  North  82"37'42" East,  o  distance  of  72. 75  feet,  to  o point;
Course No.  58:  run  thence, North  52"45'J1 " East,  o  distance  of 57.68  feet,  to  a point;
Course No.  57:  run  thence,  North  65i9'11" East.  o  distance  of 78.69  feet.  to  a point;
Course No. 58: run thence, North 77"39'44" East. o distance of 49.62 fee!, !o the point of curvolure, of a curve leading northeriy,

For a Point of Reference, Commence at the intersection of the  northerly monumented  line  of  the  '1--/a!/owes  Tract�  situated  In  the  Francis  P.  Fatio  Grant,  Section  39,  Township  5 South, Range 27 East, St. Johns Coun ty, Florida, with the easterly Right of Way line of "LONGLEAF PARKWAY', as deeded  from  the  St.  Joe  Company to  the  Main  Street  Community Development District in Officio/ Records Book 3271, page 1329, and then deeded from the Main Street Community Development District to St. Johns County, in Officio/ Records Book 3318,
page 926, oil in the public records of said St.  Johns  County,  florida,  run  thence,  along  the  aforesaid easterly Right  of Woy line  of "LONGLEAF  PARKWAY",  the  following  three (3) courses  and distances:
Course No. 1: run thence, South 12"29 '0/ " West, along lost said tangency, a distance of 25.01 feet, to the point of curvature, of a curve leading southerly;
Course  No.  2:  run  thence  southerly,  along  and  around  the  arc  of  a  curve,  being  concave  westerly,  ond  having  a  radius  of  2,265.00  feet,   through  o  central  angle  of  21"01 '35"to  the right, on arc distance of 831.21 feet, to the point of tangency of lost said curve, said arc being subtended by o chord bearing and distance of South 24"4J'43" West, 826.55 feet;
Course No. 3: run thence, South J5"10 '21 " West, along last said tangency, a distance of 451.89 feet, to the POINT OF BEGINNING.
From the POINT OF BEGINNING thus described, and deporting from  aforesaid right of way line, run the following twenty-one (21) Courses and Distances:
Course No. 1: run thence, North 80"40'52" [ost, o distance of 135. 19 feet, to  o  point; Course No. 2: run thence. South 54"29'03" [ost, o distance of 98. 14 feet. to o point;
Course No. 3: run thence. South 18"29'.38" [as!. o distance of 181.64- feet. to  o point; Course No. 4: run thence, South 32"47'00" West, a distance of 114.35 feet, to a point;
Course No. 5: run thence, South 36"4-8'10" West, o  distance  of 25.21  reet,  to  a  point; Course  No.  6:  run  thence,  South  89"52'11"  West,   a  distance  of  34-.21   feet,   to  a point;

8:

Course  No.   7:   run  thence,  North  33"1 6'42"  West,   a  distance  of 20. 12  feet,   to  a point;
Course No. run thence, North 59"04'57" West, a distance of 39. 75 feet, to a point of curvature, of a curve leading westerly;
Course No. 9: run thence,  westerly,  olong  and around  the arc  of  a  curve,  being  concave southerly,  and having  o radius  of  27.00  feet,  through  a  central  angle  of 99"46'32" to  the left, an ore distance of 47.00 feet, to the point of tangency of lost said curve, said arc being subtended by a chord bearing and distance of North 64"21 '38" West, 41.28 feet;
Course No. 10: run thence, Soulh  63"47'22"  West,  along  last  said  tangency,  a  distance  of  35.64  feet,  to  o  point; Course No. 11: run thence. North 60"45'13" West. o distance of 46.00 feet. to o point;
Course  No.  12:  run  thence.  North  10"46'45"  West.   a  distance  of  15.9J  feet.   to  a point;
Course No. 13: run thence, North 43•39'57" East, a distance of 18.00 feet, to the point of curvature, of a curve leading north westerly;
Course No. 14: run thence,  Northwesterly,  along  and  around  the  ore  of a  curve,  being  concave  westerly,  and having  a  radius  of 25. 14 feet,  through  a  central  angle  of 71"07'07"  to the left, an ore distonce of 3L20 feet, to the point of tangency of last said curve, said arc being subtended by a chord bearing and distance of North 07°45'39" East, a distance of
29.24 feet;
Course No. 15: run thence, North 31 "58'14" West,  along  last  said  tangency,  a  distance  of  62.40  feet,  to  a  paint; Course No. 16: run thence, North 04"54'22" l¼:!st, a distance of 12.89 feet. to a point;
Course  No.   17:  run  thence,  North  15"06'27"  East,  a  distance  of  73. 07  fest.   to  a point;
Course No. 18: run thence, South 85"1 1'06" West, a distance  of  7. 37  feet,  to  a  point; Course  No.  19:  run  thence,  South  35"1 0'24"  West,   a  distance  of  13.90  feet,   to  a point;
Course No.  20:  run  thence,  North  54•49'43"  West,  a  distance  of 16.38  feet,  to  o point:
Course No. 21: run thence, North 74"25'32" West, a distance of 21.23 feet, to a point on the aforesaid easterly Right of Way line of LONGLEAF PARKWAY; run thence, North
35i0'27" East, along the aforesaid easterly Right of Way line of "LONGLEAF PARKWAY', a  distance  of 79.30  feet,  to  the POINT OF BEGINNING.  The lands thus described contains 1.65 Acres, more or les5, in area.

RiverTo wn Library
Lego/ Description
A Parcel of land, being a portion of the rfancis P. Fatia Grant, Section J9, Township 5 South, Range  27  East,  St.  Johns  County;  Florida,  sai'd  parcel  of /and  being  more porticu!or!y described os follows:
For a Point of Reference. Commence at the  intersection  of  the  northerly monumented  line  of  the  'Hal/owes  Tract�  situated  in  the  Francis  P.  Fotio  Grant,  Section  39,  Township  5 South, Range 27 East, St. Johns Coun ty, Florido, with the easterly Right of Way line of "LONGLEAF PARKWA Y", as deeded from  the  St.  Joe  Company to  the  Main  Street  Community Development District in Official Records Book 3271, page 1329, ond then deeded from the Main Street Community O!lve!opmenl District to St. Johns Coun ty, in Official Records Book 3318,
page 926, oil in /he public records of said St. Johns Coun ty, Florida,  run  thence,  along  the  aforesaid  easterly Right  of  Way  ljne  of  "LONGLEAF PARKWA Y",  the  following  fo1.1r  (4) courses and distances:
Course No. 1: run thence, South 12"29'01 " Wesl, olon9 last said tangency, a distance of 25.01 feet, to the point of curvature, of o curve leading southerly.
Course No. 2: run thence southerly, along  and oround  the  arc  of  a  curve,  being  concave  westerly,  and having  o radius  of 2,265.00  feet,  through  a  centro!  angle  of 21"01 'J5"to  !he  right, on arc distance of 831.21 feet, to the point of tangency of last said curve, said arc being subtended by a chord bearing and distance of South 24"43'4J" West, 826.55 feet;
Course No. 3: run thence, S<iuth 35"10 '21 " West, along last said tangency, a distance of 1,327. 76 feet, to the point of curvature, of a curve, leading south westerly;
Course No. 4: run thence southwesterly, along and around the arc of a curve, being concave southeasterly, and having a radius of 1, 135.00 feet, through a central angle of 0/ "52'43n
to the left, on ore distance of 37.21 feet, to the PO!NT OF BEG/NN!NG, last said ore being subtended by o chord bearing ond distance of South 34•74'00• West, 37.21 feet.
From the POINT OF BEGINNING thus described, and departing from aforesaid easterly Right of Way  line  of LONGLEAF  PARKWAY,  run  the  following  eighteen  (18)  courses  and  distances: Course No. 1: run thence, South 39"31 'J8"East, a distance of 95.4-4 feet, to a poinf;
Course  No.  2:  run  thence,  South  20"04'17"East,  a  distance  of 23.59  feet,  to  a point:
Course  No.  3:  run  thence,  South  68"22 '21"East.  a  distance  of  55.52  feet,   to  <i  point;
Course  No.  4:  run  thence,  South  75"38'36"East.  a  distance  of 88.02  feet,  to  a point:
Course  No.  5:   run   thence,  North  44"33'25"East,  a  distance  of  31.09  feet,   to  a  point;
Course No. 8: run thence, South 73"01 '28"East, a distance of .32. 05  feet, to  a  point; Course  No.   7:   run  thence,  North  68"20'59"East,  a  distance  of  44.36   feet,   to  a  point:
Course No.  8:  run  thence,  North  34"52 '01"East,  a distance of 34.02  feet,  to a  point:
Course  No.  9:   run   thence,  North   16"26'59"East,   a  distance  of  63.84  feet,   to  a point:
Course No. 10: run thence, North 02"50 '58"Eost, a  distonce  of  54.85  feet,  to  a  point; Course No. 11: run thence, North 19"50'06"East, a distance  of  192.04  feet,  to  a  point; Caurse No. 12: run thence, South 45"19 '40" West, a distance of 220.69  feet,  to  a  point; Course No. 13: run thence, South 53'28 '01"fost,  a  distance  of  307.94  feel,  to  a  point; Course  No.   14:   run  thence  South  38'54'02" Wesl,   o  distance  of  262.98  feet,   to  o point;

to

Course No. 15: run thence, North 62'28'40" West. a distance of 338.85 feet.  to  a  point; Course No. 18: run thence, South 66'49'00" West. a distance of 306.09 feet.  to  a point; Course No. 17: run thence, South J4'51'36" West, a distonce of 94. 78 feet, to a paint;
Course  No.  18:  run  thence,  North  82"10'4-8"  West,  o  dislance  of  161. 71   feet,  a  paint  on  the  aforesaid  easterly righ t  of  way line  of  "LONGLEAF  PARKWA Y';   run  thence,  northeasterly, along  and  around  the  <ire  of  a  curve,  being  concave  southeasterly,  and  h<iving  a  radius  of  1, 135.00  feet.  through   a  central  angle  of   19"18'49"  to   the  right.   an   ore   dist<ince  of  382. 59 feet. to the POINT OF BEGINNING, last said arc being subtended by a chord bearing and distance of North 23"38'14" East. 380. 78 feet.

Course No. 59: run thence northerly, along and around the arc of a curve, being concave westerly, and having a radius of 25.00 feet. through a central angle of

10" 

The lands thus described contains 5.03 Acres, more or less, in oreo.

The lands thus described 110.50 acres, more or less, in area.

RiverTown Popo Point
Legal Description
A Parcel of land, bsing a portion of ths  Fronds  P.  F<itio  Grant,  Section  44,  Township  5  South,  Range  26  East,  and  being  also  consisting  of Lot  1, CLAREMONT  Tract,  which  lies  within  the Francis  P.  Fatio  Grant,  all in St.  Johns  Coun ty,  Florida,  said parcel  of land being  more particularly described  as  follows: all in St. Johns Coun ty, Florida, said parcel of land being more porticu/or/y described as follows:
For o Point of Beginning, BEGIN at the most Northeasterly comer of "REMINGTON PARK", os shown on the plat thereof, recorded in Mop Book 7, page 1, of the  Public  Records  of  soid  St.   Johns   County,   Florida,   said  point   also  lying   on   the  southerly  Right   of  Way  line  of  STATE  ROAD  NO.   13,   a   100  foot  Public  Rood Right of Woy, as per State Road Department Right of Way Map, Project No. 785, and run thence, along the aforesaid Right of Way line of STATE ROAD Na. 13,
the following five (5) courses and distances:
Course No. 1: run thence, easterly, along and around the ore of a curve, being concave norther1y, and having a radius of 1, 482.69 feet, through a central
angle of 10•53'45• to the left, on ore distance of 281.96 feet, to the point of tan9ency of last  said  curve,  said  arc  being  subtended  by o  chord bearing  and distance of South 83"32'33" East, 281.53 feet;
Course No. 2: run thence, South 88°59'25" East, along last said tan9ency, a distance of 2, 754.72 feet, to the point of curvature, of a curve, leading southeasleriy;
Course   No.   3:   run   thence,   Sautheaster1y,   along   and  around  the  arc   of  a   curve,   being  concave  sauthwesterly,   and  having  a  r<idlus   of  2,814.90   feet,   through   a
central angle of 42"24'00" to the right, an arc distance of 2,083.08 feet. to the point of tangency of last  said curve,  said arc being  subtended by a  chord bearing and distance of South 67°47'25" East, 2,035.87 feet;
Course No. 4: run thence, South 46"35 '25" East, along last said tangency, a distance of 1, 725. 01 feet,  to  the point  of curvature,  of o  curve,  leading  southerly,
Course  No.   5·   run   thence.   southerly.   along  and  around  the  ore  of  o  curve.   being  concave  so1.1/hwesleriy.   and  having  a  radius  of  1,391.25   feet,   through   o
central  angle  of 62"09'52"  to  the right,  an  arc  distance  of  1,509.47  feel,  to  o point  on  !he  northerly Jine  of the  "Marino  Site",  lost  soid  ore being subtended by   Q  chord  bearing  and  distance  of  South  15"30'29"  East,  1,436.52  feet;  run  thence.  along  the  northerly  line  of  the  "Marina  Site",  the  fol/owing  four  (4)  courses and distances:
Course No. /: run thence, North 79"54'20" West, a distance of 81.54 feet. to a point;
Course No.  2:  run  thence,  North  54"12'02"  West,  a  distance  of 299.29  feet,   to  a point;
Course No.  3:  run  thence,  North  85"34'19"  West,  a  distance  of 280.52  feet,   to  a point:
Course No. 4:  run  thence,  South  68"44'57"  West,  a  distance  of  388.22  feet,  to  the  "Mean  High  Water  LineN  of  the  St.  Johns  River;  run  thence,  northerly, westerly, and  southerly,  o/ong  and  around  the  meanderings  of  the  aforesaid  "Mean  High  Water  Line",  of  the  St.  Johns  River,   o  distonce  of  8, 728   feet,  more  or less. to a point on the easterly monumented line of those lands deeded to Jahn P. Hai/owes Jr (St. Johns County PIN No. 000900-0000): run thence. along
the aforesaid easterly monumented line of last said !ands. the following two (2) courses and distances:
Course No. 1: run thence, North 45"25'02" [ast, a distance of 874 feet, more or less, to the monumented point of intersection in said line;
Course  No.   2:   run   thence,   North   03"40'34"   West,   a   distance   of  742. 73  firet,   to   the  northeast   comer  of  last   said  lands;   run   thence,   North   88"06'J1�   West,
□long the northerly monumented line of last said lands, and  then  along  the  northerly  monumented  line  of  those  lands  deeded  to  Julie  G  and  Ern est  Miller,  (St. Johns County PIN No. 000930-0000), a distonce of 581.67 feet, to  the  northwest  monumented  comer  of lands  deeded  to  Julie  G.  and Ernest Miller;  run  thence, along the monumented westerly line of last said lands, the following two (2) courses ond distonces:
Course No. 1: run thence, South 10"08'19" West. a distance of 636.87 feet. to a monumented point of intersection in said line;
Course No. 2: run thence, South 79"20'10" West, a distance  of 390 feet,  more  or less,  to  the  aforesaid  "Mean  High  Water Line" of the  St.  Johns River;  run thence, northerly, ond northwesterly, olong and around the meanderings of the "Mean High Water Line•, of the St. Johns River, o distance of 2,330 feet, more
or  less,  to  the  afore  described  easterly  line  of  said  "Remington  Park",  as  shown  on  the  plot  thereof,   recorded  in  Mop  Book  7,  page   1,   of  the  Public  Records   of St.  Johns  Coun ty,  Florida;  run  thence,  North  40"31 '00"  East,  along  last  said  line,  a  distance  of  749  feet,  more  or  less,   to  the  afore  said  northeasterly  comer  of said "REMINGTON PARK", and the POINT OF BEGINNING.
The lands thus described 293.74 acres, more or less, in area.

RiverTown Morino Site
Lego/ Description
A Parcel of !and, being a portion of the Francis P. Fatio Grant,  Section  44-,  Township  5  South,  Range 26 East,  all  in  St.  Johns  County,  Florida,  said parcel of  land being more porticularly described as follows:
all in St. Johns Coun ty, Florido, said parcel of land being more porticular/y described os follows:
For  a  Point  of Reference,  COMMENCE  at  the  most  Northeo5ter/y comer  of  "R[MINGTON  PARK". os  shown  on  /he  plot  thereof.   recorded  in  Mop  Book  7,   poge  1,   of the Public Records of said St.  Johns  Coun ty,  Florido,  said  point  also  lying  on  the  southerly  Right  of  Way  line  of  STATE  ROAD  NO.  13,  a  mo  foot  Public  Road Right of Way, as per State Road Department Right of Way Map, Project No. 765, and run thence, along the aforesaid Right of Woy line of STATE ROAD No. 13,
the following five (5) courses and distances:
Course No. 1: run thence, easterly, along and around th!' ore of a curve, being concave northerly, and having a radius of 1, 482.69 feet, through o central
angle of 10•53'45" to the left, on arc distance of 281.96 feet, to the point  of tangency of last  said  curve,  said  arc  being  subtended  by o  chord bearing  and distance of South 83'32'33" East, 281.53 feet;
C<iurse No. 2: run thence, South 88"59'25" East, along lost said tangency, a distance of 2, 754. 72 feet, to the point of curvature, of a curve, leading southeasterly;
Course No. 3: run thence, Southeasterly, along and around the ore of a curve, being concave southwesterly, ond having a radius of 2,814.90 feet, through o
central angle of 42"24'00" to the right, an ore distance of 2,083.08 feet, to the point of tangency of last said curve, said arc being subtended by a chord bearing   and  distance   of  South   67"47'25N   East,   2,035.87  feet;
Course No. 4: run thence, South 46"35 '25" East, along last said tangency, a distance of 1,725.01  feet,  to  the point  of  curvature,  of a  curve,  leading southerly;
C<iurse No. 5: run thence, southerly, along and around the arc  of  a  curve,  being  concave southwesterly,  and having  a radius  of  1,391.25 feet,  through  a central angle of 62"09'52" to the right,  an  arc distance  of 1,509.47  feet,  to  o point  on  the  souther!y line  of "Popo Point" and  the POINT OF BEGINNING.,  last said ore being subtended by a chord bearing and distance of South 15"30'29" Eost, 1,436.52 feet.
From the POINT OF BEGINNING thus described, and departing from aforesaid Right of Way line, and running along the boundaries of "Popa Point",  run  the following three (3) courses ond distances:
Course No. 1: run /hence, North 79"54'20"  West,  a  distance  of  81.54  feet,  to  o  point; Course No. 2: run /hence, North 54"12'02" West, a distance of 299.29 feet, to a point;
Course No. 3: run thence, Norlh 65"34'19" West, o distance of 280.52 feet, ta o point hereinafter referred to as Reference Point "A"

Return thence to the afore described POINT OF B[G/NNING, and continue along the westerly Right of Way line of STAT[ ROAD No. 13,  the  following  two  (2) courses and distances:
Course No. 1: continue thence southl'rly, along and around the  arc of the lost said curve,  being concave southwesterly,  and having a  radius of 1,391.25  feet,  through a central angle of 02•15'34" to the righ t, on arc distance of 54.87 feet. to the point of tangency of lost said curve, lost said arc being subtended by Q
chord bearing and distance of South 14"26 '40n West, 55.86 feet.
Course No. 2: run thence, South 15"34'27" West,  along last  said  tangency,  a  distance  of 406.50  foot,  to  a point;  thence,  deporting  from  aforesaid  STATE ROAD Right of Woy line, run the following nine (9) courses and distances:

118'37'08"to   the  left,   an   arc  distance  of  51. 76   feet,   to   the  point   of  tangency  of  last  said  curve,   said  ore  being  subtended  by  a  chord  bearing   and  distance  of  North   18°21 ' East, 43.00 feet;
Course No. 60: run thence, North 40"57'24" West, along lost said tangency, o distance of 46.60 feet, to the point of curvature, of a curve leading westerly;
Course No. 61: run thence, westerly, along and around the ore of a curve, being concave southerly, and having a radius of 25.01 feet, through a central angle of 66"30'15"
to the left, an  ore  distance  of 29.03  feet,  to  a point  of cusp  of lost said  curve,  said  arc  being  subtended  by  o  chord bearing  and distance  of North  74"1J'21"West,  27.43 feet;
Course No. 62: run thence, North 17"56"51" West, along lost said tangency, o distance of 2a68 feet, to a point;
Course No. 63: run thence, North 56"05"43" East, a distance of 11 3. 15 feet, to a point:
Course No. 64: run thence, South 45"09'37" East, a distance of 37. 73 feet, to the point of curvature, of a curve leading easter!y;
Course No. 65: run thence easterly, along and around the ore of a curve, being concave northerly, and having a radius of 25.00 feet, through a central angle of
120'1 7'00"to the left, an ore distance of 52.48 feet, to a point, lost said  arc  bein9  subtended by a  chord bearing  and distance  of North  74"41 '53"Eost,  43.38  feet; Course No. 68: run thence, North 14"33'23" East, along lost said tangency, a distance of 114.32 feet;
Course No.  67:  run  thence,  North  29"49'05"  West,  a  distance  of 44.48  feet,   to  a point:
Course No. 68: run thence, North 10"57'14" East, a dis/once  of  52. 73  feet,  to  a  point; Course  No.  69:   run  thence,  North  54•43'50"  East.  a  distance  of  46. 17 feet,   to  a point;
Course No. 70: run thence, South 60"18'14" East. a distance of  16. 70  feet. to  <i  point; Course  No.   71:   run  thence,   South  24°50'58"  East,  o  distance  of  29.22  feet,   to  a point:
Course No. 72: run thence, South 88"41 '19"E, o dis/once of 538.80 feet, to o paint, on the aforesaid westerly Righi of Way line of LONGLEAF PARKWAY, and the POINT OF
BEGINNING

The lands thus described contains 29.44 Acres, more or less, in area.

RiverTo wn Office
Legal Description
A Poree! of land, being a portion of the F"rancis P. Fatio Grant, Section 39, Township 5 South, Range 27 East, and in the Francis P. Fatio Gran t, Section -4-4, Township 5
South, Range 26 East, St. Johns Coun ty, Florida, said parcel of lond being more particularly described as follows:
For a Point of Reference, COMMENCE  at  the  intersection  of  the  northerly  line  of  the  "RIVER TOWN  PUO  Boundary", with  the  westerly Right  of  Way  line  of  "LONGLEAF PARKWA Y",  as  deeded  from the  St.  Joe  Company  to  the  Main  Street  Community  Development  District  in   Official  Records  Book  3271,  page   1329,   and   then   deeded   from   the Main Street Community Development District to St. Johns Coun ty, in Official Records Book 3318, page 926, all in the public records of said St. Johns County, Florida, said
point lying on the arc of a curve, leading southerly; run thence, along the aforesaid westerly right of way line of "LONGLEAF PARKWA y",  the  following  three (3)  courses  ond dis/onces:
Course No. 1: run thence, southerly, along and around the ore of o curve, being concave northwesterly, and having a radius of 2, 135.00 feet, through o central angle of
20"58'58" to the right, an ore distance of 781.87 feet, to the point of tangency of last said  curve.  said  arc  bein9  subtended  by  a  chord bearing  and  distance  of South 24"45'09" Wes t, 777.51 fee t;
Course No. 2: run thence, South 35"10'21" West, a!ong last said tangency, o distonce of 1,327.84 feet, to the point of curvature, of a curve, leading southerly;
Course No. 3: run thence, southerly, along and around the ore of a curve, being concave southeasterly, ond hoving a radius of 1,265.00 feet, through a central angle of
41 •33'39" to the left, an arc distance of 917.60 feet, to the POINT OF BEGINNING of said parcel, Jost said arc being subtended by a chord bearing and distance of South
14'23'32" West, 897.61 feet;
Run thence, deporting from aforesaid westerly right of way line, the following twen ty- six (28) courses and distances:
Course No. 1: run  thence,  South  66"51'00"  West,  a  distance  of  65.97  feet,  to  a  point: Course  No.  2:   run  thence,  South  00"02'15"  [ast,  a  distance  of  B3. 71   feet,   to  a point;
Course  No.  3:  run  thence,   South  35"56'30"  West,   a  distance  of 27.17  feet,  to  a  point:
Course No.  4:  run  thence,  South  00"48'28" East,  a  distance  of 58. 67 feet,  to  a point:
Course No.  5:  run  thence,  South  18"24'01" [ast,  a  distance  of 47.05  feet,  to  a  point;
Course  No.  6:  run  thence,  South  19"55"18'"  West,   a  distance  of  30. 75   feet,   to  o point;
Course  No.   7:   run  thence,   South  06"16"42"  East,   a  distance  of  28.92  feet,   to  o point;
Course No. 8: run thence, South 14"46'00"  West,  a  distance  of  27.90  feet,  to  o  point; Course No. 9: run thence, South 36"03'53" l¼:!st, a  distance  of  123.44  feet,  to  a  point; Course  No.   10:  run  thence,  South  10•33'15"  East,  a  distance  of 4-6.29  feet.   to  a  point;
Course  No.   11:  run  thence,  South  11 •39'45"  West,   a  distance  of 35.89  feet.   to  a point;
Course  No.   12:   run  thence,  South  37'05'50"  West,   a  distance  of  61.55  feet,   to  o point:
Course No. 13: run thence, North 88"04'53" West, a distance  of  177.04  feet,  to  a  point; Course No. 14: run thence, North 00"35'10" West, a  distance  of  202.84  feet,  to  a  point; Course No. 15: run thence, North 16'20'03" West, a distance of 63. 72 feet, to o point:
Course  No.   16:  run  thence,  North  24-"49"34'"  West,   a  distance  of 80.52  feet,   to  o point:
Course  No.   1 7:   run  thence,  North  2J"04"32"  East,  a  distance  of  57.35  feet,   to  o point:
Course  No.   18:   run  thence,  North  13"04'55"  East,  a  distance  of  46.98   feet,   to  o point:
Course No.  19:  run  thence,  North  03"23'30" East,  a  distance  of 52.4J  feet,  to  o  point:
Course  No.  20:  run  thence,  North  15"57'50"  West,   a  distance  of  64. 18  feet,   to  o point;
Course No. 21: run thence, North 25'07'14" West, a distance of 39.25  feet,  to  o point; Course No.  22:  run  thence,  North  10"34'06"  West,  o  distance of 32.35  feet,  to  o point;
Course  No.  23:  run  thence,  North  15•09'53" East,  a distance of 52.65  feet,   to  a  point;
Course No. 24: run thence, North 04'00'1 1" West, a distance of 42.88 feet,  to  a point; Course No.  25:  run  thence,  North  23"48'48"  West,  a  distance  of 60.92  feet,  to  a point;
Course  No.  26:  run  thence,   North   68"28'J8"  East,   a  distance  of  363.83  feet,   to  a  point  on   the  aforesaid  westerly  Right   of  Woy  line  of  LONGLEAF  PARK WAY,   and  the  POINT OF BEG/NN!NG.
The lands thus described contains 6.02 Acres, more or less, in oreo.

RiverTo wn Commercial 1 Legal Description
A Poree/ of land, being o portron of the Francis P. Folio Grant, Section 44,  Township 5  South,  Range  26 East,  ond being  also  lying  within  Lots 2 and 3,  CLAREMONT  Tract, which lies within the Francis P. Folio Grant, all in St. Johns County; Florida, said parcel of land being more porficulorly described as follows:
For o POINT OF BEGINNING. BEGIN at the most southeasterly comer of "BARTRAM PLANTATION PHASE TWO", os shown on the plat thereof. recorded in Map Book 46. pages

to

78 through 89 of the Public Records of said St. Johns Coun ty. Florido. and run thence. the following si){ (B) courses:
Course No. 1.- run  thence,  North  67°28'06" East,  departing  from  aforesaid  "BARTRAM  PLANTA T!ON  PHAS[  TWO " boundary,  o  distance  of 67.77  feet, a  point; Course No. 2: run thence, North 48"52'07" East, a distance of 67.73 feet, to a point;
Course NO. 3: run thence, North 35"22'42" East, a distance  of  750.01  fl'et,  to  a  point; Course No. 4: run thence, North 29"03'57" East, Q distance of 140.74- feet,  to  Q  point; Course No. 5: run thence, North 19"14'0J" East, a distance of 78.57 feet. to a point;
Course  No.  6:  run  thence  North  10'58'43"  East,  o  distance  of  222. 77  feet,  to  a  point  on  the  southerly  Right  of  Woy  line  of  GREENBRIAR  ROAD,  (formerly  known  as  STATE ROAD No. 11 an d/or BOMBING RANGE ROAD, a variable width  Public  Road  Right  of  Way, os per Right  of  Way  Mop  prepared  by St.  Johns  County Surveying  ond  mopping  Program, doted April 19, 1999); run thence, North 77"13'29" West, along the aforesaid southerly right of way line of GREENBRIAR ROAD, a distance of 852.46 feet, to a point on the

PARCEL 11, ELEMENTARY SCHOOL SI TE, RIVERTOWN DEVELOPMENT
A PARCEL  OF  LAND,  BEING  A  PORTION  OF  THE  FRANCIS  P.  FA TIO  GRANT,  SECTION  39,  TOWNSHIP  5  SOUTH,  RANGE  27  EAST,  ST.  JOHNS  COUNTY,  FLORIDA,  SAID  PARCEL   OF  LAND   BEING   MORE  PARTICULARLY DESCRIBED AS FOLLO WS.-

FOR  A  POINT  OF  REFERENCE,   COMMENCE  AT  THE  MOST  NORTHEASTERL Y  CORNER   OF  "RIVERTOWN-   GARDENS  DISTRICT   SECTION   1 ",   AS  SHOWN   ON   THE  PLAT  THEREOF,   RECORDED   IN   MAP  BOOK  64,   PAGES  38 THROUGH 46, /NCLUSIVEL Y OF THE PUBLIC RECORDS OF SAID ST. JOHNS COUNTY, F"LORIDA. AND RUN THENCE, SOUTH 05"00 '55" WEST, A DISTANCE OF 1, 238.48 FEET, TO THE POINT OF BEGINNING.
FROM THE POINT OF BEGINNING THUS DESCRIBED, RUN THENCE, THE FIFTEEN (15) COURSES AND DISTANCES:
COURSE No. 1: RUN THENCE, NORTH 07"13'/J" EAST, A DISTANCE OF /BJ.OB FEET, TO THE PO!NT OF A NON TANGENT/AL CURVE, LEADING NORTHERL Y;
COURSE No. 2: RUN THENCE, NORTHERLY, ALONG AND  AROUND  THE  ARC  OF A  CURVE,  BEING  CONCAVE NORTHWESTERLY,  AND  HAVING  A  RADIUS OF  112.60 FEET,  THROUGH  A  CEN TRAL  ANGLE OF  52i8'48"  TO  THE  LEFT, AN ARC DISTANCE OF 102.81 FEET, TO THE POINT OF RE VERSE CURVA TURE, OF A NON TANGEN DAL CURVE, LAST SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 32"38'45" EAST,
99.28 FEET;
COURSE No. 3:  RUN  THENCE,  NORTHEASTERLY,  ALONG  AND  AROUND  THE  ARC  OF  A  CUR VE, BEING  CONCA VE  SOUTHEAS TERL Y,  AND  HAVING A  RADIUS  Or 57.91  FEET,  THROUGH  A  CEN TRAL  ANGLE  OF  47"53'59"  TO THE  RIGH T, AN  ARC  DISTANCE  OF  48.41  FEET,  TO  THE  POINT  OF"  REVERSE  CURVATURE,  OF  A  NON  TANGEN T/AL  CUR VE,  LAST  SAID  ARC  BEING  SUB TENDED  BY A  CHORD  BEARING  AND   DISTANCE  OF  NORTH  29°24'28" EAST, 47.02 FEET;
COURSE No. 4: RUN THENCE, NORTHERLY, ALONG AND AROUND THE ARC OF A CURVE, BEING CONCAVE WESTERL Y, AND HAVING A RADIUS OF 103.28 FEET, THROUGH A CEN TRAL ANGLE OF 58'56'08" TO THE RIGH T,
AN ARC DISTANCE OF  102.61  FEET,  TO  THE  POINT  OF  REVERSE  CUR VA TURE,  OF  A  NON  TANGENTIAL  CURVE,  LAST  SAID  ARC  BEING  SUBTENDED  BY A  CHORD  BEARING  AND  DISTANCE  OF  NORTH  11 "22'54"  EAST,  98.44 FEET;
COURSE  No.   5:   RUN   T1--!ENCE,   NORTHERLY,   ALONG  AND  AROUND   THE  ARC  OF  A   CURVE,   Bf/NG  CONCAVE  SOUTHEASTERLY,   ANO   HAVING  A  RADIUS  OF  40.00  FEfT,   THROUGH  A   CEN TRAL  ANGL[  OF  81"29'18"   TO   THE RIGH T. AN ARC DISTANC[ OF 56.89 FEET. TO TH[ POINT OF RfVERSE CURVA TURE, OF A NON TANGENTIAL CURVE. LAST SAID ARC BEING SUB TENDED BY A CHORD BEARING AND DISTANCE OF NORTH 21 '20'03n [AST,
52.22 FEET;
COURSE No. 6: RUN THENCE,  NORTHEASTERL Y,  ALONG AND  AROUND  THE  ARC  OF  A  CURVE,  Bf/NG  CONCA VE NOR1HWESTERLY,  AND  HAVING  A  RAD!US  OF  64.95  FEET,  THROUGH  A  CEN TRAL  ANGLE  OF 28"44'43"  TO THE LEFT, AN ARC D!STANCE OF  32. 58  FEET,  TO  THE  POINT  OF  COMPOUND  CURVA TURE,  OF  A  NON  TANGEN TIAL  CURVE,  LAST  SAID  ARC  Bf/NG  SUBTENDED  BY  A  CHORD  BEARING  AND  DISTANCE  OF  NORTH  47"42'41" EAST, 32.24 FEET;
COURSE No. 7: RUN THENCE, NORTHEAS TERL Y, ALONG AND AROUND THE ARC OF A CUR VE, BEING CONCA VE NORTH WESTERL Y, AND HAVING A RAD!US OF 611. 70 FEET, THROUGH A CEN TRAL ANGLE OF 10"38'20" TO
THE LEFT, AN ARC D!STANCE OF  113.60 FEET,  TO  THE POINT OF REVERSE  CURVA TURE,  OF A  NON  TANGENTIAL  CURVE,  LAST SAID  ARC  BEING  SUBTENDED  BY  A  CHORD  BEARING  AND  DISTANCE  OF NORTH  28"15 '38" EAST, 113.43 FEET;
COURSE No. 8:  RUN  THENCE,  NORTHEASTERL Y,  ALONG  AND  AROUND  THE  ARC  OF  A  CUR VE, BEING  CONCA VE  SOUTHEASTERL Y,  AND  HAVING  A  RAO/US  OF  70.00  FEET,  THROUGH  A  CEN mAL  ANGLE  OF  56"35'30"  TO THE RIGH T, AN ARC DISTANCE OF 89.14 FEET, TO THE POINT OF REVERSE CURVATURE, OF A TANGEN TIAL CURVE, LAST SA!D ARC BEING SUB TENDED BY A CHORD BEARING AND DISTANCE OF NORTH 51"!3'16n EAST,
66.38 FEET;
COURSE  No. 9:  RUN  THENCE,  NORTHEASTERL Y,  ALONG  AND  AROUND   THE   ARC  OF  A   CURVE,   BEING   CONCA VE  NORTHWESTERL Y,   AND  HAVING  A   RAD!US  OF   130.00  FEET,   THROUGH  A   CEN TRAL  ANGLE  OF  36"10'25"   TO THE LEFT, AN ARC D!STANCE OF 82.08 FEET, TO THE POINT OF REVERSE CURVA WRE, OF A TANGENT!AL CUR VE, LAST SAID ARC BE!NG SUBT£ND£D BY A CHORD BEARING AND DISTANCE OF NORTH 61 "25'49" EAST,
80. 72 F"EET;
COURSE  No. 10:  RUN  THENCE,  NORTHEAS TERL Y,  ALONG  AND  AROUNO  THE   ARC  OF  A   CURVE,   BEING   CONCA VE  SOUTHEASTERLY,   AND  HAVING  A   RADIUS  OF  90.00  F"EET,   THROUGH  A   CENTRAL   ANGLE  OF   19 '29'/6"  TO THE RIGH T, AN ARC DISTANCE OF 30.61 FEET, TO THE POINT OF" TANGENCY, OF A TANGENTIAL CURVE, L4ST SAID ARC BEING SUB TENDED BY A CHORD BEARING AND DISTANCE OF NORTH 53"05'14" EAST, 30.46 FEET;
COURSE No. 11: RUN THENCE, NORTH 81 "37'1 1" EAST, ALONG A NON TANGENT/AL LINE TO LAST SAID CURVE, A DISTANCE OF 84.99 FEET, TO THE POINT OF CURVATURE, OF A NON TANGENTIAL CURVE;
COURSE No. 12: RUN THEN CE, NOR THEASTERLY, ALONG AND AROUND THE ARC OF A CUR VE, BEING CONCA VE SOU THERLY, AND HAVING A RADIUS OF 38.29 FEET, THROUGH A CENTRAL ANGLE OF 55•39 '54" TO THE
RIGH T, AN  ARC  DISTANCE  OF  37.20  FEET,  TO  THE  POINT  OF  REVERSE  CURVA TURE,  OF  A  TANGEN TIAL  CURVE,  LAST  SAID  ARC  BEING  SUBTENDED  BY A  CHORD  BEARING  AND  DISTANCE  OF  NORTH  81 "21 '24"  EAST,  35. 75 FEET;
COURSE  No.  13:  RUN  THENCE,  EASTERLY,  ALONG  AND  AROUND  THE  ARC  OF  A  CURVE.  BEING  CONCA VE  NORTHERLY,  AND   HAVING  A  RADIUS  OF  65.47  FEET,   THROUGH  A  CENTRAL  ANGLE  OF  56"54'36n   TO   THE  LEFT. AN ARC DISTANCE OF 65.0.3 FEET, TO THE POINT OF CUR VA TIJR[, OF A TANGEN TIAL CUR VE, LAST SAID ARC 6£/NG SUB TENDED fiY A CHORO BEARING AND DISTANCE OF NOR1H 80"44'03n EAST, 62.39 FEET;
COURSE  No.   14:   RUN   THENCE,   NORTHERLY,   ALONG  ANO  AROUNO   TH[  ARC  OF  A   CURVE,   BEING  CONCA VE   WESTERLY,   AND  HAVING  A   RADIUS  OF  104.97  FEET,    THROUGH  A   CENTRAL  ANGLE  OF  37"00'39"   TO   11-1[  LEFT,
AN ARC DISTANCE OF 87.80 FEET, TO THE POINT OF A NON TANGEN TIAL LINE, LAST SAID ARC BEING SUB TENDED BY A CHORD BEARING AND DISTANCE OF NORTH 33"46'25" EA ST, 88.83 FEET;
COURSE  No.   15:   RUN   THEN CE,   NORTH   14"41'09"  EAST,   ALONG   A  NON   TANGEN TIAL   LINE   TO   LAST  SAID   CURVE,   A   D!STANCE  OF   88.06  FEET,   TO  A   POINT   WH!CH   LIES   62.00  FEET   SOUTHERL Y  OF,    THE   MOST NOR THERL Y LINE OF THAT 53 FOOT  WIDE  [ASEMENT DEDICATED  TO  PEOPLES  GAS  SYSTEM,  AND  RECORDED  IN  OFFICIAL  R[CORDS  BOOK  3150,  PAGE  578  OF  THE  PUBLIC  RECORDS  OF  ST.  JOHNS  COUN TY.  FLORIDA.  AND ALSO BEING THE NOR THERL Y LINE OF THAT 53 F"OOT WIDE EASEMENT DEDICATED TO JEA, AND RECORDED IN OFFICIAL RECORDS BOOK J131, PAGE 483 OF THE PUBLIC RECORDS OF SAID ST. JOHNS COUNTY; RUN
THENCE, PARALLEL WITH AND CONCENTRIC TO, AND 62 F"EET SOU THERL Y OF" THE NORTHERL Y LINE Or LAST SAID EASEMENTS, THE FOLLOW!NG THREE (3) COURSES AND DISTANCES:
COURSE  No.  1:  RUN  THENCE,  EASTERLY,  ALONG  AND  AROUND  THE  ARC  Or A  CURVE,  BE!NG  CONCAVE  NORTHERL Y,  AND  HAVING  A  RADIUS  OF  785.50  FEET,   THROUGH  A  CENTRAL  ANGLE  OF  or3300" TO  THE  LEFT, AN ARC DISTANCE OF 10J.51 FEET, TO THE POINT or TANGENCY OF LAST SA!D CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 72"10'01" EAST, 103.43 FEET;
COURSE No. 2: RUN THENCE, SOUTH 75°56 '31" EAST, ALONG LAST SAID TANGENCY, A DISTANCE OF 337.59 F"EET, TO THE POINT OF CURVA TURE, OF A CURVE LEAO!NG SOUTHEASTERLY;
COURSE No. 3: RUN THENCE, SOUTHEASTERLY, ALONG AND AROUND THE ARC OF A CURVE, BEING CONCA VE SOUTHWESTERL Y, AND HAVING A RADIUS or 514.50 FEET, THROUGH A CEN TRAL ANGLE OF 44•41 '04" TO TH[  RIGH T,   AN  ARC  DISTANCE  OF  401.25  FffT,   TO  A  POINT  ON   SAID   ARC,   LAST  SAID  ARC  B[/NG  SUBTEND[D  BY  A   CHORD  B[ARING  AND  DISTANCE  OF  SOUTH  5J'35'59"   EAST,   391.16   FEET;    THENC[,   DEPARTING  FROM
SAID LAST ARC. RUN THENCE SOUTH 14"57'14" WfST. A DISTANCE OF 30.79 FEET, TO A POINT ON THE "PROPOSED BUFFER LINE" AS SHOWN ON THE [NGINEERING PLANS. PR[PARED BY PROSSER. DA TED MARCH 10,
2016   (PROJ[CT  Na.   113094. 06):   RUN   17--IENCE.  ALONG  THE   "PROPOSED  BUFFER  LINE".   THE  FOLLOWING   11-IIRTY   THRff  (33)  COURSES  AND  D!STANCES: COURSE No. 1: RUN THENCE, SOUTH 54"28'40" \1£ST, A DISTANCE OF 82. 15 FEET, TO A POINT;
COURSE  No.  2:   RUN  THEN CE,   NORTH  48"32'04"  WEST,   A  DISTANCE  OF  42. 75   FEET,    TO  A POINT:
COURSE  No.  3:  RUN  THENCE,   NORTH  40"08'11"  WEST,   A  D!STANCE  OF  55.96  FEET,   TO  A POINT:
COURSE No. 4: RUN THENCE, NORTH 86"40'J6" WEST, A DISTANCE OF 8.56 FEET, TO THE POINT OF CURVA TURE, OF A CURVE LEADING WESTERLY;
COURSE No.  5:  RUN  THENCE,  WESTERL'f,  ALONG AND  AROUND  THE  ARC  OF A  CUR VE,  BEING  CONCA VE  SOUTHERLY,  AND  HAVING  A  RAD!US  OF  25.00  FEET,   THROUGH  A  CEN TRAL  ANGLE  OF"  21 11'35"  TO   THE  LEH, AN ARC DISTANCE OF 9.25 FEET, TO THE POINT OF TANGENCY, OF A NON TANGEN TIAL LINE, LAST SAID ARC BEING SUB TENDED BY A CHORD B[AR!NG AND DISTANCE OF NORTH 77i6'2J" WEST, 9.20 FEET;
COURSE No. 6: RUN THENCE, NORTH 88"25'01 " WEST, ALONG SAID NON TANGEN TIAL LINE, A DISTANCE or 83.24 FEET, TO A POINT;
COURSE No. 7: RUN THENCE, NORTH 30"17'14" WEST, A D!STANCE OF 38.85 FEET, TO THE POINT OF CURVA TURE, OF A CURVE LEAD/NC NORTHWESTERLY;
COURSE  No. 8:  RUN  THENCE,  NORTH\1£STERLY,  ALONG  AND  AROUND   THE  ARC  OF  A   CURVE,   BE!NG   CONCA VE  SOUTH WESTERL Y,   AND  HAVING  A   RADIUS  OF  25.00   FEET,   THROUGH  A   CEN mAL  ANGLE  OF   77"36'13"   TO THE LEFT, AN ARC D!STANCE OF 33.86 FEET, TO THE POINT OF TANGENCY OF LAST SAID CURVE, SA!D ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 88"59'20" WEST, 31 .33 FEET;
COURSE  No.   9:   RUN   T1--!ENCE,   SOUTH   72i2'33"   \1£ST,   ALONG  LAST  SAID   TANGENT,   A   DISTANCE  OF  53.45  FEET,   TO  A  POINT; COURSE No. 10: RUN THENC[, NORTH 50"43'11" WEST, A DISTANCE OF 72. 64 FEET, TO A PO!NT:
COURSE No.  11: RUN THENCE,  NORTH 36"29'04" WEST,  A DISTANCE OF 22.83 FEET,  TO A POINT:
COURSE No.  72:   RUN  THENCE,   NORTH  03"06'04"  WEST,  A  DISTANCE  OF  17. 72  FEET,   TO  A  POINT:

.

15:	151.53

COURSE No. 13: RUN THENCE, SOUTH 88"26'00" WEST, A DISTANCE OF 25. 11 FEET, TO A  POINT; COURSE No. 14: RUN THEN CE, NORTH 05"24'52" EAST, A DISTANCE: OF 67.04  FEfT,  TO  A  POINT; COURSE No.	RUN  THEN CE,   NORTH  go-oo·oo"  WEST,  A DISTANCE OF	FEET TO A POINT,
COURSE  No.   16:   RUN   THENCE,   SOUTH   11 "59'52"  WEST,  A   OISTANCE  OF  50.59   FEET,    TO  A  POINT;
COURSE No.  1 7:  RUN  THENCE,  NORTH  78"39'24" WEST,  A DISTANCE OF 24.49  FEET,  TO A  PO!NT;
COURSE No. 18: RUN THENCE, SOUTH 15•33'10· EAST, A DISTANCE or 49.85 F"EET, TO A POINT,· COURSE No.  19:  RUN THENCE,  SOUTH 23'56'36" EAST,  A DISTANCE or 57.05 FEET,  TO A POINT;
COURSE No.  20:  RUN  THEN CE,  SOUTH 27'46'35" EAST,  A DISTANCE OF  159.19 FEE T,   TO A  POIN T;
COURSE No. 21: RUN THENCE, SOUTH OJ'J5'3J" WEST, A DISTANCE OF 55.29 FEET, TO A POINT OF CURVATURE, OF A CURVE LEADING SOUTHEASTERL Y;
COURSE No.  22:  RUN  THEN CE,  SOUTHEAS TERL Y,  ALONG  AND  AROUND  THE ARC  OF  A  CURVE,  BEING  CONCA VE  EASTERL Y,  AND  HA VING  A  RADIUS  OF 25.00  FEET,  THROUGH  A  CENTRAL  ANGLE  OF  J9"51'27"  EAST,  TO THE POINT or TANGENCY or LAST SAID CUR VE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 16"20'11" EAST, 1 7.04 FEE T;
COURSE No. 23: RUN THEN CE, SOUTH 36"15'54" EAST, ALONG  LAST  SAID  TANGENCY,  A  DISTANCE  OF  72.68  FEET,  TO  A  POINT; COURSE No. 24: RUN THENC[, SOUTH 32'10'.30" EAST, A DISTANCE OF 50.58 FEET, TO A POINT,
COURSE  No.  25:   RUN  THEN CE,   SOUTH  09'54'54"  WEST,   A  O!STANCE  OF  82.20  FEET,   TO  A POINT;
COURSE No. 26: RUN THEN CE, SOUTH 15'48'54" WEST, A OISTANCE OF 37.19 FEET, TO  A  POINT; COURSE  No.   27-   RUN   THEN CE,    SOUTH  05'07'10"  EAST,   A  DISTANCE  OF  43.27  FE£T,   TO  A POINT:

or

COURSE No. 28: RUN THEN CE, SOUTH 09'42'05" WEST, A D!STANCE OF 76. 71 FEET, TO A POINT; COURSE No.  29:  RUN  THEN CE,  SOUTH  08"08'J4:  EAST,  A  DISTANCE       93. 10 FEET,  TO A POINT;
COURSE No. JO: RUN THEN CE, SOUTH 05'58'04" WEST, A D!STANCE OF 38.17 FEET, TO A POINT; COURSE No. JI:  RUN THENCE,  SOUTH  00'03'18" EAST,  A DISTANCE or 6B.98 FEET,  TO A POINT;
COURSE No.  32:  RUN  THEN CE,  SOUTH  08'30'58"  WEST,  A  DISTANCE OF 40.31  FEET,  TO A POINT;
COURSE No. 33: RUN THEN CE, SOUTH 33'37'29" WEST, A DISTANCE OF 82.40 FEET, TO A POINT;  RUN  THENCE,  NORTH  71'41'33"  WEST,  A  DISTANCE OF 898.51  FEET,  TO  THE  POINT OF BEGINNING. THE LANDS THUS DESCRIBED CONTAINS 739,042 SQUARE FffT, OR 1 7.96 ACR[S, MORE OR LESS, IN AREA.
LEGEND
DE.NOTES  rEN(:'.,'::

�!/, I E 

,1,-;:::7   '\JO

,�JI Y  I 11 .    2..tJl'.7

Course  No.   1:   run  thence,  North  69"14'01"  West,  a  distance  of 307.80  feet,   to  o point;
Course No. 2: run thence, South 70'00'09" West, a  distance  of  121.26  feet,  to  a  point; Course  No.   3:  run  thence,  South  25"56 '5J"  West,   a  distance  of  166. 79  feet,   to  a point;
Course  No.  4:  run  thence,  South  64"22 '34"  West,   a  distance  of  153.10  feet,   to  a point;
Course No. 5: run thence, South OO'OO "QQ" East, a distance of 51.86 feet, to o point;
Course No. 6: run thence, South 14"06 "37" East,  a  distance  of  68.58  feet,  to  a  point: Course No. 7: run thence, South 39"17'39" West, a distance  of  143.00  feet,  to  a  point; Course No. B: run thence, South 65"14'59" West, a distance of 152.04 feet, to a point;

easterly boundary of "BARTRAM PLANTATION PHASE TWO", as shown on the plot thereof, recorded in Map Book 4-8, pages 78 through 89 of the Public Records of St. Johns
Coun ty. Florida: run thence. along the aforesaid easter1y boundary of lhe plat of "BARTRAM PLANTA TION PHASE TWO", the fo!!owing thirteen 913) courses and distances:
Course  No.   1.-   run   thence,   South   17°55'40"   West,   a  distance  of  186.89   feet,   to  a  point;
Course No.  2.-  run  thence,  South  23"21 'J3" East,  a distance of 92.86  feet,  to a  point;
Course No. J.- run thence, South  39"3J'12"  East,  a  distance  of  99.33  feet,  to  a  point; Course  No.  4.-  run  thence,  South  47"26"30""  West,  a  distance  of  103.39  feet,   to  a point;
Course No. 5: run thence, South 66"29·43" East, a distance  of  51.93  feet,  to  a  point; Course  No.  6:  run  thence,  South  11 °04'19" East,  a  distance  of  167.86  feet,   to  o point;

NOTES:
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'=.:\SI    70'\jE   (7ttE   :;'cJ;,      "E  (.['J I =-r'L \.'::  tf"   s1·,\  '=.   fc'.U/,/   'k•    I'.'   ':'.,E;"s.-<'.l'Jb   \.   {,;;·  '.! i''tf,"   \':'
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Course No. 9: run thence, South 37"24 '48" West, a  distance  of  127.65  feet,  to  a  point,  on  the  "Mean  High  Water  Line"  of  the  St.  Johns  River;  run  thence Northerly, along <ind around the meanderings of the "Mean High Water Linen, of the St. Johns River, a distance of 1,313 feet. more or less; to a point which

Course No. 7: run thence, South 64"40'30" West, a distance of 36.01 feet, to  o  point; Course No. 8: run thence, South 20"05'21 " West, o distance of 79.61 fest, to o point;

(Y/   "''1\f<'.(ELS    /,S   SlicN✓'J   &''I   {IN   I  1E   .-<IVE.-<l "&'N'J   (&''..JCE"'   J/\L   ;,:::::;,   -'L\N,   PR'::f''/.fi'.'::J,'
f'N   --'RO'l",ER,   DAT::P   �,lif-'..,'.,,rI  -:,.   ZCl'S,   /\1',lv   LE'.°1J'L   )E0(,,-R ir·- IC',0   TO   i-->))RJ,-3..Y

A & J LAN D SU RVEYORS, INC.

bears South 68"44'57" West. from the ofore described Reference Point of Reference, described above; run thence North 68"44'57n East, to the Reference Point
"A", a distance of 388.22 feet, and to CLOSE.

The lands thus described 18.35 acres, more or less, in area.

Course No. 9: run thence, South 32"32'1 1" East, a  distance  of  98.40  feet,  to  o  point; Course No. 10: run thence, South 84"42'38" East, a  distance  of  65.01  feet,  to  a  point; Course No. 11: run thence, South 21"25'38" West, a distance of 43.96 feet, to a point;

;   SC-K 7      1-uc:,     (,[)[)   F'AKCI    S    -HIS   st-:.    -::::-i-   I :':-  '-IT   A  ':"t✓-N')f..K';   SYVI  ':',   VM   YJ  S    -
qoN   r:'.--LRREN-   or-/NERSrll:::,��-   /\'\JD/OR   P£r:'.-OP-.PED   F1.,,\-':,   .-','-D/CR   ::N:EvlEl'-,lf<�
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FCJ,F'\= -;.(=:'JrJ· A-;':l; o74A-)P--":;--4l-.&  I f:'.:::,

Course No. 12: run thence, South 29"44'02" West, a distance of 230.63 feet, to a point;
COurse NO. 13: run thence, South 05"30 '37" West, a distance of 227.90 feet, to the aforesaid southeasterly corner of "BARTRAM PLANTATION PHASE TWO", and the PO!NT
OF BEG!NNING.
The !ands thus described contains or 10.60 acres, more or less, in area.

REVISED  ADDED  PARC-EL   II-ELEMENTARY SC:CHHuL  SITE/REVISED  2-  ?1717  PAR(ELS J'.71? No. 42-07B, MAY IB. 7.016

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Rivers Edge Community Development District
St. Johns County, Florida

Master Special Assessment Methodology Report

May 18, 2016

Prepared by

Governmental Management Services, LLC

Table of Contents

Introduction
Purpose	3
Background	3
Pledge of Existing 2008A Assessments	6
Special Benefits and General Benefits	6
The Restated Improvement Plan for Rivers Edge
Engineering Report	7
Restated Improvement Plan	7
Financing Program for Rivers Edge
Overview.	8
Type of Capital Improvement Revenue Bonds for Benefit Determination	9
Assessment Methodology
Overview.	9
Improvement Plan as a Total System	10 
Assigning Debt	10
Lienability Test: Special and Peculiar Benefit to the Property	11
Lienability Test: Reasonable and Fair Apportionment of the Duty to Pay	12
True-Up Mechanism	13
Bond Sizing	14
Reasonable Allocation of Benefits	14
Processing Site Plan Revisions at the District Level	15

5.0	Appendix

Table 1 Master development Program
Table 2 Equivalent Residential Unit Benefit per Unit
Table 3 Improvement Plan Costs to Date and Estimates to Complete
Table 4 Bond Financing Estimate for Benefit Determination Estimated Par
Table 5 Revised Master Methodology Allocation of Benefit Table 6 Revised Master Assessment Methodology Maximum
Annual Assessments
Table 7 Debt assessments Assigned to developed Units Compared To Benefit
Table 8 Series 2008A Assessment Roll Table 9 Master Assessment Roll

ii

Introduction

Purpose

This report (“Report”) provides a master assessment methodology for the Rivers Edge Community Development District (“CDD”, “Rivers Edge” or “District”) to certain properties within the Revised District Lands (as defined below) and for allocating the benefit derived from the Restated Improvement Plan (herein the Restated Improvement Plan or “CIP”) as described in the Master Engineers Report (hereinafter defined) and resultant par amount of bonds that would be required by the District to fund the CIP infrastructure improvements not constructed to date. The District’s issuance of  bonds  and   corresponding   assessments   to   secure  such	bonds provides funding for the infrastructure improvements that will allow the development of the  property within the District. The methodology allocates this debt to properties based upon the special benefits each property receives from the infrastructure program. Generally, by this Report, the District intends to (i) affirm current 2008A Assessments (hereinafter defined) levied on certain platted properties in the Revised District Boundary (hereinafter defined) as set forth in the 2008A Assessment Roll attached hereto as Table 8; and (ii) levy a new master assessment lien over certain undeveloped property in the Revised District Boundary as set forth in the Master Assessment  Roll attached hereto as Table 9. This report is designed to conform to the requirements of Chapters 170 and 190, Florida Statutes with respect to special assessments and is consistent with our understanding of the case law on this subject.

Background

RiverTown (the “Development” or “RiverTown”) is a Development of Regional Impact (“DRI”) designed as a  highly amenitized mix-use community, located within unincorporated St. Johns County. The land uses within the Districts are consistent with the St. Johns County and State of Florida Land Use Comprehensive Plans.  The RiverTown development consists of approximately 4,170

3

acres in St. Johns County. In March 2014, Mattamy RiverTown, LLC, a Delaware limited liability company (the “Master Developer”), purchased from the original developer, The St. Joe Company, all of its remaining land and collateral rights in RiverTown and became the master developer of RiverTown.

The District and the Main Street Community Development District (“Main Street,” and together with Rivers Edge, the “Original Districts”), were established by Rule 42FFF-1, Florida Administrative Code (the “Rivers Edge Rule”), adopted by the Florida Land and Water Adjudicatory Commission (“FLWAC”), and Ordinance No. 2006-40, adopted by the Board of County Commissioners in and for St. Johns County, Florida (the “County”), respectively. The Original Districts, local units of special-purpose government, were established for purposes of, among other things, financing and managing the acquisition, construction, maintenance and operation of public infrastructure necessary for development to occur within RiverTown. After establishment, the Original Districts determined that it was in their individual and collective best interests to (i) adopt a common capital improvement program, the result of which was the Improvement Plan dated October 27, 2006 (the “Original Improvement Plan”); and (ii) both finance portions of the Original Improvement Plan, as agreed to pursuant to an Interlocal Agreement dated July 30, 2007 (the “Interlocal Agreement”).

As a result of changes to the development plan for RiverTown, the Original Districts pursued merger in accordance with section 190.046(3), Fla. Stat. Effective September 6, 2011, Rule 42FFF-1.002, Florida Administrative Code, merged Main Street into and with Rivers Edge. As the surviving entity, Rivers Edge has assumed all indebtedness of, received title to all property owned by, and assumed the powers and authority of Main Street, pursuant to the Merger Agreement, dated July 1, 2010, entered into by and between the Original Districts.

On November 19, 2014, the Board of Supervisors for the District (the “Board”) authorized the filing of a petition with FLWAC revising the District boundary to remove approximately 2,499.74 acres of land (the “Removed Lands”), leaving approximately 1,676.79 acres in the contracted District boundary (the “Revised District Lands” and the contracted district boundary, the “Revised District Boundary”). The

purpose of the contraction is to accommodate changes in market conditions and the development plan, as well as to finalize the “central core” of the Development extending along Orange Branch Trail from CR 244 (Longleaf Parkway) to the St. John River.

The Development currently lies completely within the boundaries of District, but once amended, the Revised District Lands will contain a planned development of 1,461 total residential units. The Removed Lands are planned to be developed under the terms of the RiverTown DRI and may fall under the boundaries of one or more community development districts yet to be formed.

The District and Main Street have, collectively, previously issued three series of Bond Anticipation Notes (“BANS”) and the Capital Improvement Revenue Bonds, Series 2008A (“2008A Bonds”) and Series 2008B (“2008B Bonds”),  to finance a portion of the District’s Original  Improvement  Plan. The BANS and 2008B Bonds are no longer outstanding. The 2008A Bonds currently remain outstanding and are payable and secured by special assessments levied in accordance with the Master Special Assessment Methodology Report, dated March 13, 2007 (the “Original Master Assessment Report”), as supplemented by the Supplemental Special Assessment Methodology Report, dated February 15, 2008 (the “2008 Supplemental Report,” and together with the Original Master Assessment Report, the “2008 Assessment Report”)(the “2008A Assessments”).

This District plans on issuing new Capital Improvement Revenue Bonds, in one or more Series (the “Bonds”), to (i) currently refund and redeem a portion of the 2008A Bond debt (the “Refunding”) and (ii) finance the acquisition and/or construction of all or a portion of the CIP  to complete the development of the Revised District Lands.

The Original Master Assessment Report previously adopted by the District was based on a comprehensive development plan, which included various product types that are no longer contemplated by the Master Developer. As the development plan has changed and the District boundaries  are anticipated to contract, the District no longer desires to utilize the Original Master Assessment Report methodology for future bond issues. This Report is reflective of the current CIP,
5

development program, and anticipated boundary contraction.

The assessment met hodology is a  four -step process , as follows:

The District Engineer must first determine the costs for all  the District’s improvements needed for the build-out of the community.
	The District Engineer determines the assessable acres that benefit from the District’s infrastructure improvements.
A calculation is made to determine the funding amounts necessary	to	acquire	and/or	construct	the	District’s infrastructure improvements.
	The calculated amount is initially divided equally among the benefited properties on a prorated developable acreage basis. Ultimately, as land is platted, this amount will be allocated to each of the benefited properties based on certain benefits accruing to each parcel.
Pledge of the Existing 2008A Assessments

The 2008A Assessments were levied pursuant to the 2008 Assessment Report and are currently outstanding in the principal amount of $11,895,000. Upon the District’s Refunding of a portion of the 2008A Bonds through the issuance of Bonds, the 2008A Assessments shall remain as follows: (i) those 2008A Assessments levied against the unplatted lands described in the Master Assessment Roll attached hereto as Table 9, shall be released; and (ii) those 2008A Assessments levied against the 468 platted lots in the Revised District Boundary, as described in the 2008A Assessment Roll attached hereto as Table 8, shall remain a lien on such real property and continue to be pledged to pay  debt service on that portion of the 2008A Bonds that will remain outstanding following the Refunding.

Special Benefits and General Benefits

Improvements undertaken by the District create special and peculiar benefits to the property, different in kind and degree than general benefits, for properties within its border as  well as general benefits to the public at large.
However, as discussed within this report, the general benefits
6

are incidental in nature and are readily distinguishable from the special and peculiar benefits that accrue to properties within the District. The infrastructure program of the District enables properties within its boundaries to be developed. Without the Districts program, there would be no infrastructure to support development of land within the District. Without these improvements, state law would prohibit development  of properties within the District.

There is no doubt that the general public, property owners, and property outside the District will benefit from the provision of the District’s infrastructure. However, these are incidental to the District’s infrastructure program, which is  designed solely to provide special benefits peculiar to property within the District. Properties outside the District do not depend  upon the Districts CIP as defined herein to obtain, or to maintain, their development entitlements. This fact alone clearly distinguishes the special benefits which properties within the Districts receive compared to those lying outside of the District boundaries. Even though the exact value of the benefits provided by the District CIP is difficult to estimate at this point, it is nevertheless greater than the costs associated with providing the same.

The Restated Improvement Plan for Rivers Edge

Engineering Report

The revised estimated infrastructure costs for the Revised District Lands to be funded by the District are determined by the District Engineer in the Amended and Restated Master Improvement Plan for the Rivers Edge Community Development District dated Ma y 3 1 , 2016 (the “Master Engineer’s Report”). Only infrastructure that may qualify for bond financing by the District under Chapter 190, Florida Statutes, was included in these estimates.

Restated Improvement Plan

The proposed CIP infrastructure improvements to serve the development consist of certain roadway improvements, stormwater improvements, landscape, hardscape and signage improvements, parks and recreational facilities,
7

master potable water/ wastewater/ reuse improvements and neighborhood     infrastructure .	The communit y infras tructure that will be constructed will represent a system of improvements that, with certain exceptions described, will provide benefits to all lands within the District.

The tota l cost s for th e  publi c infras tructure th a t wi ll be provided by the District are calculated by adding the construction costs to the costs for design and permitting related to such construction and contingent funds. At the time of this writing, the total costs of the District’s CIP, according to th e Ma s t e r Engineer’s Report , we r e project ed at $113,543,123. Included in the total CIP is
$97,950,420 of infrastructure already constructed and in service. An additional  $15,592,704  of  infrastructure  is needed and planned to be constructed to complete the development program.

Financing Program for Rivers Edge

Overview

As noted above, the District has embarked on a program of capital improvements, which will facilitate the development of the Revised District Lands. Construction of certain improvements have been funded by the Developer and acquired by the District under an agreement between the District and the Developer, other improvements have been funded by other governmental entities and some have been funded directly by the District.

For the determination of the benefit to landowners within the District the financing plan for the District utilizes the issuance  of Capital Improvement Revenue Bonds, in one or more series, in the principal amount of $155,010,000 to fund all of the CIP, as shown in Table 3. At this time the portion of the 2008A Bonds that will not be tendered and will remain outstanding is secured by the 2008A Assessments levied on the 468 platted lots located in the Revised District Boundary. The remaining undeveloped lands in the Revised District Boundary will be unencumbered by the 2008A Assessment lien after the tendering of the 2008A Bonds that are associated with such lands.

8

Types of Capital Improvement Revenue Bonds for Benefit Determination

The Bonds may not exceed thirty years. Bonds will be repaid with principal installments commencing on each May 1 after the expiration of any capitalized interest period, with interest paid semiannually every May 1 and November 1.

Sources and uses of funding and capitalized interest calculations are presented in Table 4 in the Appendix. This table provides for the benefit calculation considering the financing of all the CIP.

The District to date has utilized the issuance of BANs in 2006 and 2007, 2008A Bonds and 2008B Bonds along with contributions from the Developer and local governmental entities. At this time the only Bonds outstanding are the 2008A Bonds, of which a portion is planned to be tendered. The tendered bonds are associated with unplatted lands within the Revised District Boundary. The District plans to issue new Bonds, in one or more series, for the unplatted lands that will complete the CIP for the Revised District Lands. In the event that the CIP cannot be completed with the funds from the new Bond issues the Master Developer will be required to complete the CIP.

Please note that the structure of future Bonds is preliminary and may change due to modifications to the development program, market conditions, timing of  infrastructure installation and other factors. Such changes may include a bond issue to fund a portion of the CIP in one or more series  of bonds. The District maintains complete flexibility as to the structure of financing.
Assessment Methodology

Overview

Bonds provide the District with funds to finance the CIP outlined in Section 2.2. These improvements lead to special and general benefits, with special benefits accruing generally to the properties within the boundaries of the District and
9

general benefits accruing to areas outside the District and being only incidental in nature. The debt incurred in financing infrastructure construction and/or acquisition will be paid off by assessing properties that derive special and peculiar benefits from the proposed projects.

Improvement Plan as a Total System

The District is undertaking provision of the public infrastructure, which will serve the development within the District. The CIP is an integrated system of facilities. For example, a total system not only consists of the first mile of roadway or utility  piping but also the last feet. All landowners benefit from the first mile of roadway benefit. In addition, all landowners benefit from the last feet of roadway pavement. Therefore, all the developable property within the District benefiting from the CIP benefit from both the Master and Neighborhood Improvements described in the Master Engineer’s Report. The CIP works as a total system, and each portion of the system provides special benefits for each land use, according to the development program.

Assigning Debt

The current development plans for the District consist of infrastructure to support the development of approximately 1,461 housing units. However, the planned unit numbers and land use types may change.

The infrastructure provided by the District include roadway improvements,  potable	water/ wastewater/ reuse improvements, stormwater systems, landscaping/ hardscape/ signage, community recreation facilities and neighborhood infrastructure. All residential development within the  District will benefit from all infrastructure improvement categories as the improvements provide basic infrastructure to all residential lands within the Districts and benefit all residential lands within the Districts as an integrated system of improvements.

As the provision of the above listed improvements by the District  will  make  the  lands  in  the  District  developable, the
10 

land will become more valuable to its owners. The increase in the value of the land provides the logical benefit of improvements that accrues to the developable parcels within the Rev ised District Boundaries .

The master assessments lien will be levied on all assessable lands within the Revised District Boundaries identified in the Master Assessment Roll attached hereto as Table 9, as based on the approved DRI master development plan, on an equal acreage basis within each parcel, because at that juncture, every acre benefits equally from the CIP. As Bonds are issued the District will adopt assessment resolutions  and supplemental assessment methodology reports applicable to specific lands within the District. As lands are platted, the assessments will be allocated to the platted lots within each specific assessment area in accordance with the methodology described herein.

The debt incurred by the Districts to fund the CIP is allocated to the properties receiving special benefits on the basis of development intensity and density. The responsibility for the repayment of the Districts debt through assessments will ultimately be distributed in proportion to the special benefit particular to th e land wi t h i n th e Di st ri ct s , as it may be classified within each of the land use categories. For the purpose of determining the special benefit accruing to the lands within Districts, the proposed public infrastructure improvement costs have been allocated to each land use based upon the allocation of infrastructure components. Ultimately the issuance of Bonds will determine the level of actual debt assigned to each property assessment area.

Lienability Test: Special and Peculiar Benefit to the Property

As first discussed in Section 1.3, Special Benefits and General Benefits, improvements undertaken by the District creates special and peculiar benefits to certain properties within the District boundaries .  Improvements  made  by  th e  Dist rict benefit properties within the Districts and accrue to all assessable properties based upon the allocation of the specific infrastructure components.

Improvements undertaken by the District can be shown creating special and peculiar benefits to the properties. The special     and     peculiar     benefits     resulting      from  each
11 

improvement undertaken by the District are:

Roadway Improvements result in special and peculiar benefits such as the added use of the properties, added enjoyment of the properties, and increased marketability of the properties.

Stormwater Improvements result in special and peculiar benefits such as the added enjoyment of the properties, and increased marketability and value of the properties.

Parks and Recreational Facility Improvements result in special and peculiar benefits such as the added use  of the properties, added enjoyment of the properties, and increased marketability of the properties. The improvements  also eliminate  th e  need   for  individual owners to build duplicate facilities.

Utility – Potable Water/ Wastewater/ Reuse Improvements result in special and peculiar benefits such as the added use of the properties, added enjoyment of the properties, and increased marketability and value of the properties.

	Neighborhood Infrastructure Improvements result in special and peculiar benefits such as the added enjoyment of the property, and increased marketability and value of the properties.

	Landscape/ Hardscape/ Irrigation improvements result in special and peculiar benefits such as the added enjoyment of the property, and increased marketability and value of the properties.

These special and peculiar benefits are real and ascertainable, but not yet capable of being calculated and assessed in terms of numerical value. However, each is more valuable than the cost of, or the actual assessment levied for, the improvement or debt allocated to the individual parcel  of land.

Lienability Test: Reasonable and Fair Apportionment of the Duty to Pay

A   reasonable  estimate  of   the  proportion  of   special   and
12 

peculiar benefits received by the planned units in the Revised District Boundaries from the CIP is delineated in Table 5 (expressed as Allocation of Benefit).

The determination has been made that the duty to pay the non-ad valorem special assessments is fairly and reasonably apportioned because the special and peculiar benefits  to the properties derived from the acquisition and or construction of the District improvements (and the concomitant responsibility for the payment of the resultant and allocated debt) have been apportioned to the properties according to reasonable estimates of the special and peculiar benefits provided consistent with the land use.

Accordingly, no acre or parcel of property within the boundaries of the District will be assessed for the payment of any non-ad valorem special assessment more than the determined special benefit peculiar to that property. Further, the debt allocation will not be affected.

In accordance with the benefit allocation in Table 5, a Total Benefit per Unit has been calculated for various product types in the development program. This amount represents the preliminary anticipated per unit debt allocation, assuming all anticipated units are built and sold in the planned development and the entire proposed infrastructure program is developed or acquired and financed by the District.

True Up Mechanism

In order to assure that debt will not build up on the unsold acres, and to assure that the requirements that the non-ad valorem special assessments will be constitutionally lienable on the properties will continue to be met, the District shall determine the following:

To assure that there will always be sufficient development potential remaining in the undivided property to assure payment of debt service after a plat or site plan approval,  the following test will be applied. The debt per developable acre remaining on the unplatted land is never allowed to increase above its maximum debt per developable acre level. Initially, the maximum level of debt per developable acre  is  calculated as  the total amount of  unallocated debt
13 

for the District improvement program ($155,010,000) divided by the number of unplatted, developable acres  in  the District. In this case, the District’s 468 platted lots have a benefit of $50,796,780 so the remaining developable acres in the revised District is 460 acres divided by the remaining benefit of $104,213,220 equaling $226,550 per acre. Thus if the debt level for the remaining developable acres is $226,550 per acre, every time a plat or site plan approval is presented, the debt on the land remaining after the plat or site plan approval must remain at or below $226,550 per developable acre. If not, the Master Developer  agrees  that  the  District will require a density reduction payment so that the $226,550 per acre debt level is not exceeded.

Thus, the debt allocation methodology provided is really a process by which the District can allocate debt to particular parcels of land at the time of plat/or site plan approval. The procedures also assure that the debt will not build up on the unsold properties creating potential assessment issues.

Bond Sizing

As mentioned in Section 2.1, the District’s CIP is estimated at
$113,543,123 and may be financed through the issuance of one or more series of Bonds. The proceeds from these Bonds may:

Fund the Districts proposed infrastructure;
provide for capitalized interest;
fund the debt service reserve fund ; and
cover the costs of issuance for the bonds.

The proposed Bond issue structure in connection with the funding of the Districts Infrastructure is a proposed Bond issued in one or more Series with annual amortization of principal and interest not to exceed a 30-year period. Table 4 shows  the estimated uses for an estimated Bond that would fund the entire CIP. However, the District only intends to issue Bonds for the Refunding of a portion of the 2008A Bonds and to finance the acquisition and/or construction of all or portions of the CIP not yet complete. All assumptions related to the  Bond or series of Bonds is preliminary and subject to modification.

14 

Reasonable Allocation of Benefit

The assessment methodology allocates debt to specific categories of land use types based upon an estimated benefit that each category receives from the development  of the District Infrastructure. It is reasonable to measure  benefit upon platted land from the District’s improvements by considering certain characteristics accruing to each category of land use, such as average lot size, type of vertical construction located on the parcel, and the average amount of District’s roadway usage associated with the improved parcel of land. Each of these characteristics impacts the amount of benefit received from the construction of the District’s Infrastructure.

Table 2 in the Appendix provides a equivalent residential unit (“ERU”) benefit for each land type as determined in the Original Master Assessment Report. The allocated benefit for each land use is used to calculate the debt allocation as the Total Par Debt Per Unit, along with the maximum annual assessments per unit, as both shown in Table 5. For illustrative purposes during platting a lot may have a front footage of 53’, which would be assigned an ERU equal to a 50’ lot or
.87 ERU. The range of front footage attributable to a product type of 50’ would range from 50’ to 59’ and likewise for a 63’ lot the ERU would be 1 and the range for 60’ would be from 60’ to 69’

Table 7 in the appendix provides for an analysis of the debt assessment assigned to developed and platted lots. As noted previously the 2008A/B Bonds were assigned initially to 468 platted lots and such assignments are less than the actual benefit received, as shown both hereunder and under the Original Master Assessment Report.
Processing Site Plan Revisions at the Districts Level

Although the District does not process plats, site plans or revisions for the Master Developer, they do have  an  important role to play during the course of platting and planning. Whenever a plat or site plan or revision is processed, the District must allocate a portion of its debt to the platted lots according to the methodology included within this  Report. In addition, the District must also prevent any buildup of  debt  on unsold lands.  Otherwise, the land  could   be  fully
15 

conveyed without all of the debt being allocated. To prevent this, at each plat or site plan approval or revision, the Master Developer acknowledges that the District will determine the amount of debt per developable acre, which is allocated for the proposed plat or site plan approval or revision. If the debt per the development program for the proposed site plat or site plan is less than the initial level of assigned debt, then the Master Developer agrees to make a density reduction payment up to the initial level of assigned debt on the unplatted acreage.

Table 9 is the Master Assessment Roll for the  District’s proposed financing program and indicates the initial benefit along with the assigned master assessments. Table 8 is the 2008A Assessment Roll for the District’s 468 platted lots, which shows the benefit per platted lot along with the actual assigned debt and assessments.

16 

TABLE 1
Rivers Edge Community Development District Master Development Plan

Land Use and Product Type		Platted
Units		Planned
Units		Total
Units	

Townhomes		
0		
59		
59	
Single Family - 30' Lot		21		0		21	
Single Family - 40' Lot		57		305		362	
Single Family - 50' Lot		184		373		557	
Single Family - 60', Lot		81		0		81	
Single Family - 70', Lot		103		147		250	
Single Family - 80' Lot		21		109		130	
Single Family - 90' Lot		1		0		1	
Total		 	468	(4)	993		1,461 (1)	

Notes:							

1.) This is based on revised District Boundaries of the Rivers Edge CDD. 2.) Front footage of lot is assigned at platting.
3.) Planned units product mix will be determined during planning and dependent upon actual unit type appropriate front footage will be assigned.It is anticipated that the mix will be in the 40' to 60' range.

4.) The platted lots are already subject to the 2008A debt assessments and will not be part of the master assessment lien as revised.

Prepared By

Governmental Management Services, LLC

TABLE 2
Rivers Edge Community Development District Equivalent Residential Uniit ("ERU") Benefit per Unit

Land Use and Product Type		ERU per Unit	

Townhomes		
0.85	
Single Family - 30' Lot		0.62	
Single Family - 40' Lot		0.74	
Single Family - 50' Lot		0.87	
Single Family - 60' Lot		1.00	
Single Family - 70' Lot		1.20	
Single Family - 80' Lot		1.33	
Single Family - 90' Lot		1.47	
Single Family - 100' Lot		1.60	
Custom Lots		1.94	
Apartments		0.62	
Condos		0.71	

Notes:

1.) This is based on Master Special Assessment Methodology Report dated March 13, 2007.

Prepared By

Governmental Management Services, LLC

TABLE 3
Rivers Edge Community Development District Improvement Plan Infrastructure Cost to Date and Estimates to Complete

IMPROVEMENT CATEGORY	ACTUAL COSTS TO DATE OF PROJECTS COMPLETED BY DISTRICT	
Master Transportation	$19,318,663	
	
$49,257,200	
Neighborhood Infrastructure		
		
Master	Drainage	&	Stormwater
Management	
$8,407,887	
		
Master Utilities	$11,362,074	
		
Master Recreation	$7,983,137	
		
Master Landscape	$1,621,459	

ESTIMATED COSTS TO COMPLETE IMPROVEMENT PLAN	
$6,010,070	
	
$0	

$4,187,346	
	
$0	
	
$1,375,000	
	
$4,020,288	

IMPROVEMENT	PLAN	TOTAL COSTS	
$25,328,733	
	
$49,257,200	
	
$12,595,233	
	
$11,362,074	
	
$9,358,137	
	
$5,641,747	

$97,950,420

$15,592,704

$113,543,124

TOTAL

Provided By: Prosser, Inc. report dated 3/16/16

Prepared by: Governmental Management Services, LLC

Table 4
Rivers Edge Community Development District  Bond Financing Estimate for Benefit Determination Estimated Par		
	
Par Amount	
	of Bonds	

Construction Improvement plan	
$113,543,124	
Debt Service Reserve Fund	$11,145,564	
Capitalized Interest	$25,671,543	
Cost of Issuance	$4,649,764	
Rounding	$5	
Total Par	 	$155,010,000	

Principal Amortization Installments	30	
Average Coupon	6.00%	
Estimated Par Amount	$155,010,000	
Maximum Annual Debt Service	$11,145,219	

1.) Based on maximum annual debt service. 2.) Includes 30 months of capitalized interest.
3.) Includes underwriters discount, original issue discount and cost of issuance.

Provided by: MBS Capital Markets,  LLC

Prepared By

Governmental Management Services, LLC

TABLE 5
Rivers Edge Community Development District Revised Master Methodology
Allocation of Benefit

Number of
Development Type :	 Units	ERU
Value	Total ERU's	
% of ERU's	Total Benefit	Benefit Per Unit	

Townhomes	
59	
0.85	
50.15	
3.66%	$5,670,091	$96,103	

Single Family - 30' Lot	
21	
0.62	
13.02	
0.95%	$1,472,075	$70,099	
Single Family - 40' Lot	362	0.74	267.88	19.54%	$30,287,218	$83,666	
Single Family - 50' Lot	557	0.87	484.59	35.35%	$54,789,021	$98,364	
Single Family - 60' Lot	81	1.00	81.00	5.91%	$9,158,073	$113,063	
Single Family - 70' Lot	250	1.20	300.00	21.88%	$33,918,790	$135,675	
Single Family - 80' Lot	130	1.33	172.90	12.61%	$19,548,529	$150,373	
Single Family - 90' Lot	1	1.47	1.47	0.11%	$166,202	$166,202	

Total	 1,461	 	1,371 	100%       $155,010,000

Exclusive of financing cost as which per Florida Statutes are defined as a benefit and may be considered in benefit determination.

This table is reflective of the benefit per devlopment type based upon the contracted District.

TABLE 6
Rivers Edge Community Development District Revised Master Assessment Methodology Maximum Annual Assessments

Number of
Development Type :	 Units	Net Annual Per Unit Assessments	
Net Annual Assessments	
Gross Annual Assessments	Gross Annual Per Unit Assessments (1)	
Townhomes	59	$6,909.82	$407,680	$433,702	$7,350.88	
Single Family - 30' Lot	21	$5,040.11	$105,842	$112,598	$5,361.81	
Single Family - 40' Lot	362	$6,015.61	$2,177,651	$2,316,650	$6,399.59	
Single Family - 50' Lot	557	$7,072.41	$3,939,331	$4,190,777	$7,523.84	
Single Family - 60' Lot	81	$8,129.20	$658,465	$700,495	$8,648.09	
Single Family - 70' Lot	250	$9,755.04	$2,438,761	$2,594,427	$10,377.71	
Single Family - 80' Lot	130	$10,811.84	$1,405,539	$1,495,255	$11,501.96	
Single Family - 90' Lot	1	$11,949.93	$11,950	$12,713	$12,712.69	

Total	 1,461	$11,145,219	$11,856,616

(1) Includes gross up for early payment discount of 4% and 2% collection costs.

Prepared By

Governmental Management Services, LLC

TABLE 7									
Rivers Edge Community Development District									
Debt Assessment Assigned to Developed									
Units Compared to Benefit									
			
Actual		
Actual		
Total		
	Max Debt		Assigned		Assigned		Assigned		Excess	

Development Type :	Benefit per Unit		Debt 2008A per Unit		Debt 2008B per Unit		Debt 2008A/B per Unit		Benefit per Unit	

Single Family - 30' Lot	
$70,099		
$11,005		
$16,472		
$27,477		
$42,622	
Single Family - 40' Lot	$83,666		$13,283		$19,881		$33,164		$50,502	
Single Family - 50' Lot	$98,364		$15,561		$23,291		$38,852		$59,512	
Single Family - 60', Lot	$113,063		$17,838		$26,701		$44,539		$68,524	
Single Family - 70', Lot	$135,675		$21,373		$31,993		$53,366		$82,309	
Single Family - 80' Lot	$150,373		$23,760		$35,566		$59,326		$91,047	
Single Family - 90' Lot	$166,202		$26,147		$42,711		$68,858		$97,344	

Notes:

1.) This schedule reflects debt benefit per platted lot type in accordance with this report and compares the actual debt assigned for the first 468 platted lots. 2.) The 2008B debt is no longer outstanding but for this table it is included in order to determine the excess benefit for a platted lot by product type.

Governmental Management Services, LLC

TABLE 8 RIVERS EDGE CDD
SERIES 2008A ASSESSMENT ROLL

Account #	

LOT #	

LOT SIZE	

MAX DEBT BENEFIT	

TOTAL DEBT UNITS	
ORIGINAL SERIES 2008A DEBT ASMT	

SERIES 2008A PAR DEBT	
BALANCE SERIES 2008A DEBT	

000702-0010	001	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000702-0020	002	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000702-0030	003	50'	98,364	1	1,219.19	15,560.65	-	
000702-0040	004	30'	70,099	1	862.27	11,005.26	9,793.43	
000702-0050	005	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0060	006	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000702-0070	007	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0080	008	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0090	009	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0100	010	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0110	011	50'	98,364	1	1,219.19	15,560.65	-	
000702-0120	012	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0130	013	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0140	014	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0150	015	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0160	016	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0170	017	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000702-0180	018	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000702-0190	019	30'	70,099	1	862.27	11,005.26	9,793.43	
000702-0200	020	30'	70,099	1	862.27	11,005.26	9,793.43	
000702-0210	021	30'	70,099	1	862.27	11,005.26	9,793.43	
000702-0220	022	30'	70,099	1	862.27	11,005.26	9,793.43	
000702-0230	023	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000702-0240	024	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000702-0250	025	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0260	026	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0270	027	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0280	028	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000702-0290	029	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000702-0300	030	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0310	031	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0320	032	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0330	033	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000702-0340	034	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000702-0350	035	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0360	036	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0370	037	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0380	038	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000702-0390	039	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000702-0400	040	40'	83,666	1	1,040.73	13,282.96	11,820.35	

Prepared by Governmental Management Services, LLC	Assessment Roll Page 1

Account #	

LOT #	

LOT SIZE	

MAX DEBT BENEFIT	

TOTAL DEBT UNITS	
ORIGINAL SERIES 2008A DEBT ASMT	

SERIES 2008A PAR DEBT	
BALANCE SERIES 2008A DEBT	
000702-0410	041	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0420	042	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0430	043	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000702-0440	044	50'	98,364	1	1,219.19	15,560.65	-	
000702-0450	045	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000702-0460	046	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000702-0470	047	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000702-0480	048	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0490	049	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0500	050	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0510	051	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0520	052	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0530	053	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0540	054	70'	135,675	1	1,674.61	21,373.25	-	
000702-0550	055	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000702-0560	056	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000702-0570	057	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000702-0580	058	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000702-0590	059	50'	98,364	1	1,219.19	15,560.65	-	
000702-0600	060	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000702-0610	061	30'	70,099	1	862.27	11,005.26	9,793.43	
000702-0620	062	30'	70,099	1	862.27	11,005.26	9,793.43	
000702-0630	063	30'	70,099	1	862.27	11,005.26	9,793.43	
000702-0640	064	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0650	065	70'	135,675	1	1,674.61	21,373.25	13,882.76	
000702-0660	066	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000702-0670	067	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000702-0680	068	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000702-0690	069	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000702-0700	070	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000702-0710	071	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000702-0720	072	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000702-0730	073	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000702-0740	074	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000702-0750	075	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000702-0760	076	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0770	077	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0780	078	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0790	079	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000702-0800	080	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000702-0810	081	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000702-0820	082	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000702-0830	083	30'	70,099	1	862.27	11,005.26	9,793.43	
000702-0840	084	30'	70,099	1	862.27	11,005.26	9,793.43	
000702-0850	085	30'	70,099	1	862.27	11,005.26	9,793.43	

Prepared by Governmental Management Services, LLC	Assessment Roll Page 2

Account #	

LOT #	

LOT SIZE	

MAX DEBT BENEFIT	

TOTAL DEBT UNITS	
ORIGINAL SERIES 2008A DEBT ASMT	

SERIES 2008A PAR DEBT	
BALANCE SERIES 2008A DEBT	
000702-0860	086	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0870	087	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-0880	088	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000702-0890	089	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000702-0900	090	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000702-0910	091	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000702-1190	119	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000702-1200	120	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000702-1210	121	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000702-1220	122	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000702-1230	123	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000702-1240	124	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-1250	125	30'	70,099	1	862.27	11,005.26	9,793.43	
000702-1260	126	30'	70,099	1	862.27	11,005.26	9,793.43	
000702-1270	127	30'	70,099	1	862.27	11,005.26	9,793.43	
000702-1280	128	30'	70,099	1	862.27	11,005.26	9,793.43	
000702-1290	129	30'	70,099	1	862.27	11,005.26	9,793.43	
000702-1300	130	30'	70,099	1	862.27	11,005.26	9,793.43	
000702-1310	131	30'	70,099	1	862.27	11,005.26	9,793.43	
000702-1320	132	30'	70,099	1	862.27	11,005.26	9,793.43	
000702-1330	133	30'	70,099	1	862.27	11,005.26	9,793.43	
000702-1340	134	30'	70,099	1	862.27	11,005.26	9,793.43	
000702-1450	145	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000702-1460	146	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000702-1470	147	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000702-1480	148	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000702-5000	500	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-5010	501	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-5020	502	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-5030	503	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-5040	504	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-5050	505	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-5060	506	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-5070	507	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-5080	508	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-5090	509	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000702-5100	510	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-5110	511	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-5120	512	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-5130	513	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-5140	514	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-5150	515	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000702-5160	516	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-5170	517	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-5180	518	40'	83,666	1	1,040.73	13,282.96	11,820.35	

Prepared by Governmental Management Services, LLC	Assessment Roll Page 3

Account #	

LOT #	

LOT SIZE	

MAX DEBT BENEFIT	

TOTAL DEBT UNITS	
ORIGINAL SERIES 2008A DEBT ASMT	

SERIES 2008A PAR DEBT	
BALANCE SERIES 2008A DEBT	
000702-5190	519	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-5200	520	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000702-5210	521	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000704-0010	001	80'	150,373	1	1,861.63	23,760.28	21,143.99	
000704-0020	002	90'	166,202	1	2,048.63	26,147.00	23,267.91	
000704-0030	003	80'	150,373	1	1,861.63	23,760.28	21,143.99	
000704-0040	004	80'	150,373	1	1,861.63	23,760.28	21,143.99	
000704-0050	005	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0060	006	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000704-0070	007	40'	83,666	1	1,040.73	13,282.96	11,820.35	
000704-0080	008	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0090	009	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0100	010	80'	150,373	1	1,861.63	23,760.28	21,143.99	
000704-0110	011	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0120	012	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0130	013	80'	150,373	1	1,861.63	23,760.28	21,143.99	
000704-0140	014	80'	150,373	1	1,861.63	23,760.28	21,143.99	
000704-0150	015	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0160	016	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000704-0170	017	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000704-0180	018	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0190	019	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0200	020	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0210	021	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000704-0220	022	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0230	023	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000704-0240	024	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000704-0250	025	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000704-0260	026	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000704-0270	027	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000704-0280	028	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000704-0290	029	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000704-0300	030	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000704-0310	031	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000704-0320	032	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000704-0330	033	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000704-0340	034	80'	150,373	1	1,861.63	23,760.28	21,143.99	
000704-0350	035	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0360	036	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0370	037	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0380	038	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0390	039	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0400	040	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000704-0410	041	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000704-0420	042	70'	135,675	1	1,674.61	21,373.25	19,019.81	

Prepared by Governmental Management Services, LLC	Assessment Roll Page 4

Account #	

LOT #	

LOT SIZE	

MAX DEBT BENEFIT	

TOTAL DEBT UNITS	
ORIGINAL SERIES 2008A DEBT ASMT	

SERIES 2008A PAR DEBT	
BALANCE SERIES 2008A DEBT	
000704-0430	043	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000704-0440	044	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000704-0450	045	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000704-0460	046	80'	150,373	1	1,861.63	23,760.28	21,143.99	
000704-0470	047	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0480	048	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0490	049	80'	150,373	1	1,861.63	23,760.28	21,143.99	
000704-0500	050	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0510	051	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0520	052	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0530	053	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0540	054	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0550	055	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0560	056	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0570	057	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0580	058	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0590	059	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0600	060	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0610	061	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000704-0620	062	80'	150,373	1	1,861.63	23,760.28	21,143.99	
000704-0630	063	80'	150,373	1	1,861.63	23,760.28	21,143.99	
000704-0640	064	80'	150,373	1	1,861.63	23,760.28	21,143.99	
000704-0650	065	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000704-0660	066	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000704-0670	067	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000706-0890	89	60'	113,063	1	1,397.64	17,838.35	11,992.09	
000706-0900	90	60'	113,063	1	1,397.64	17,838.35	12,087.95	
000706-0910	91	60'	113,063	1	1,397.64	17,838.35	12,087.95	
000706-0920	92	60'	113,063	1	1,397.64	17,838.35	11,992.09	
000706-0930	93	60'	113,063	1	1,397.64	17,838.35	12,087.95	
000706-0940	94	60'	113,063	1	1,397.64	17,838.35	12,043.87	
000706-0950	95	60'	113,063	1	1,397.64	17,838.35	12,043.87	
000706-0960	96	60'	113,063	1	1,397.64	17,838.35	12,043.87	
000706-0970	97	60'	113,063	1	1,397.64	17,838.35	12,043.87	
000706-0980	98	60'	113,063	1	1,397.64	17,838.35	11,992.09	
000706-0990	99	60'	113,063	1	1,397.64	17,838.35	12,043.87	
000706-1000	100	60'	113,063	1	1,397.64	17,838.35	12,043.87	
000706-1010	101	60'	113,063	1	1,397.64	17,838.35	12,043.87	
000706-1020	102	60'	113,063	1	1,397.64	17,838.35	11,992.09	
000706-1030	103	60'	113,063	1	1,397.64	17,838.35	12,043.87	
000706-1040	104	60'	113,063	1	1,397.64	17,838.35	11,992.09	
000706-1050	105	60'	113,063	1	1,397.64	17,838.35	-	
000706-1060	106	60'	113,063	1	1,397.64	17,838.35	12,043.87	
000706-1070	107	60'	113,063	1	1,397.64	17,838.35	12,043.87	
000706-1080	108	60'	113,063	1	1,397.64	17,838.35	12,043.87	

Prepared by Governmental Management Services, LLC	Assessment Roll Page 5

Account #	

LOT #	

LOT SIZE	

MAX DEBT BENEFIT	

TOTAL DEBT UNITS	
ORIGINAL SERIES 2008A DEBT ASMT	

SERIES 2008A PAR DEBT	
BALANCE SERIES 2008A DEBT	
000706-1090	109	60'	113,063	1	1,397.64	17,838.35	11,992.09	
000706-1100	110	50'	98,364	1	1,219.19	15,560.65	9,930.10	
000706-1110	111	50'	98,364	1	1,219.19	15,560.65	9,876.17	
000706-1120	112	50'	98,364	1	1,219.19	15,560.65	9,876.17	
000706-1130	113	50'	98,364	1	1,219.19	15,560.65	9,930.10	
000706-1140	114	60'	113,063	1	1,397.64	17,838.35	11,992.09	
000706-1150	115	60'	113,063	1	1,397.64	17,838.35	12,043.87	
000706-1160	116	60'	113,063	1	1,397.64	17,838.35	11,992.09	
000706-1170	117	60'	113,063	1	1,397.64	17,838.35	11,992.09	
000706-1180	118	60'	113,063	1	1,397.64	17,838.35	-	
000706-1190	119	50'	98,364	1	1,219.19	15,560.65	9,930.10	
000706-1200	120	50'	98,364	1	1,219.19	15,560.65	9,876.17	
000706-1210	121	50'	98,364	1	1,219.19	15,560.65	-	
000706-1220	122	50'	98,364	1	1,219.19	15,560.65	9,976.53	
000706-1230	123	50'	98,364	1	1,219.19	15,560.65	-	
000706-1240	124	50'	98,364	1	1,219.19	15,560.65	9,876.17	
000706-1250	125	50'	98,364	1	1,219.19	15,560.65	9,930.10	
000706-1260	126	50'	98,364	1	1,219.19	15,560.65	9,930.10	
000706-1270	127	50'	98,364	1	1,219.19	15,560.65	9,930.10	
000706-1280	128	50'	98,364	1	1,219.19	15,560.65	9,876.17	
000706-1290	129	50'	98,364	1	1,219.19	15,560.65	-	
000706-1300	130	50'	98,364	1	1,219.19	15,560.65	9,876.17	
000706-1310	131	50'	98,364	1	1,219.19	15,560.65	9,876.12	
000706-1320	132	50'	98,364	1	1,219.19	15,560.65	9,976.53	
000706-1330	133	50'	98,364	1	1,219.19	15,560.65	9,976.53	
000706-1340	134	50'	98,364	1	1,219.19	15,560.65	-	
000706-1350	135	50'	98,364	1	1,219.19	15,560.65	9,876.17	
000706-1360	136	50'	98,364	1	1,219.19	15,560.65	-	
000706-1370	137	50'	98,364	1	1,219.19	15,560.65	-	
000706-1380	138	50'	98,364	1	1,219.19	15,560.65	9,930.10	
000706-1390	139	60'	113,063	1	1,397.64	17,838.35	12,043.87	
000706-1400	140	70'	135,675	1	1,674.61	21,373.25	12,961.73	
000706-1410	141	70'	135,675	1	1,674.61	21,373.25	12,961.73	
000706-1420	142	70'	135,675	1	1,674.61	21,373.25	-	
000706-1430	143	70'	135,675	1	1,674.61	21,373.25	13,116.90	
000706-1440	144	70'	135,675	1	1,674.61	21,373.25	12,961.73	
000706-1450	145	70'	135,675	1	1,674.61	21,373.25	12,961.73	
000706-1460	146	70'	135,675	1	1,674.61	21,373.25	13,044.90	
000706-1470	147	70'	135,675	1	1,674.61	21,373.25	12,961.73	
000706-1480	148	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000706-1490	149	70'	135,675	1	1,674.61	21,373.25	-	
000706-1500	150	70'	135,675	1	1,674.61	21,373.25	12,961.73	
000706-1510	151	70'	135,675	1	1,674.61	21,373.25	12,961.73	
000706-1520	152	70'	135,675	1	1,674.61	21,373.25	12,961.73	
000706-1530	153	70'	135,675	1	1,674.61	21,373.25	12,961.73	

Prepared by Governmental Management Services, LLC	Assessment Roll Page 6

Account #	

LOT #	

LOT SIZE	

MAX DEBT BENEFIT	

TOTAL DEBT UNITS	
ORIGINAL SERIES 2008A DEBT ASMT	

SERIES 2008A PAR DEBT	
BALANCE SERIES 2008A DEBT	
000706-1540	154	60'	113,063	1	1,397.64	17,838.35	11,992.09	
000706-1550	155	60'	113,063	1	1,397.64	17,838.35	12,043.86	
000706-1560	156	70'	135,675	1	1,674.61	21,373.25	12,961.73	
000706-1570	157	70'	135,675	1	1,674.61	21,373.25	12,961.73	
000706-1580	158	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000706-1590	159	70'	135,675	1	1,674.61	21,373.25	-	
000706-1600	160	70'	135,675	1	1,674.61	21,373.25	12,961.73	
000706-1610	161	70'	135,675	1	1,674.61	21,373.25	12,961.73	
000706-1620	162	70'	135,675	1	1,674.61	21,373.25	12,961.73	
000706-1630	163	70'	135,675	1	1,674.61	21,373.25	-	
000706-1640	164	60'	113,063	1	1,397.64	17,838.35	11,992.09	
000707-0010	1	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000707-0020	2	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0030	3	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0040	4	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0050	5	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0060	6	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000707-0070	7	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000707-0080	8	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000707-0090	9	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000707-0100	10	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000707-0110	11	80'	150,373	1	1,861.63	23,760.28	21,143.99	
000707-0140	12	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000707-0150	13	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000707-0160	14	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000707-0170	15	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000707-0180	16	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000707-0190	17	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000707-0200	18	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000707-0210	19	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000707-0220	20	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000707-0230	21	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000707-0240	22	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000707-0250	23	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000707-0260	24	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0270	25	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0280	26	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0290	27	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0300	28	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0310	29	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0320	30	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0330	31	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0340	32	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0350	33	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0360	34	50'	98,364	1	1,219.19	15,560.65	13,847.25	

Prepared by Governmental Management Services, LLC	Assessment Roll Page 7

Account #	

LOT #	

LOT SIZE	

MAX DEBT BENEFIT	

TOTAL DEBT UNITS	
ORIGINAL SERIES 2008A DEBT ASMT	

SERIES 2008A PAR DEBT	
BALANCE SERIES 2008A DEBT	
000707-0370	35	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0380	36	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0390	37	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0400	38	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0410	39	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0420	40	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0430	41	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0440	42	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0450	43	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0460	44	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0470	45	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0480	46	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0490	47	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0500	48	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0510	49	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0520	50	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0530	51	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0540	52	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0550	53	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0560	54	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0570	55	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0580	56	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0590	57	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0600	58	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0610	59	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0620	60	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0630	61	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0640	62	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0650	63	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0660	64	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0670	65	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0680	66	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0690	67	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0700	68	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0710	69	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0720	70	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0730	71	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0740	72	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0750	73	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0760	74	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0770	75	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0780	76	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0790	77	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0800	78	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0810	79	50'	98,364	1	1,219.19	15,560.65	13,847.25	

Prepared by Governmental Management Services, LLC	Assessment Roll Page 8

Account #	

LOT #	

LOT SIZE	

MAX DEBT BENEFIT	

TOTAL DEBT UNITS	
ORIGINAL SERIES 2008A DEBT ASMT	

SERIES 2008A PAR DEBT	
BALANCE SERIES 2008A DEBT	
000707-0820	80	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0830	81	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0840	82	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0850	83	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0860	84	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0870	85	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0880	86	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0890	87	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0900	88	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0910	89	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0920	90	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0930	91	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0940	92	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0950	93	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0960	94	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0970	95	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0980	96	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-0990	97	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-1000	98	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-1010	99	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-1020	100	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-1030	101	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-1040	102	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-1050	103	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-1060	104	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-1070	105	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-1080	106	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-1090	107	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-1100	108	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-1110	109	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-1120	110	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-1130	111	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-1140	112	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-1150	113	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-1160	114	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-1170	115	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-1180	116	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-1190	117	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-1200	118	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-1210	119	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-1220	120	50'	98,364	1	1,219.19	15,560.65	13,847.25	
000707-1230	121	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000707-1240	122	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000707-1250	123	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000707-1260	124	60'	113,063	1	1,397.64	17,838.35	15,874.12	

Prepared by Governmental Management Services, LLC	Assessment Roll Page 9

Account #	

LOT #	

LOT SIZE	

MAX DEBT BENEFIT	

TOTAL DEBT UNITS	
ORIGINAL SERIES 2008A DEBT ASMT	

SERIES 2008A PAR DEBT	
BALANCE SERIES 2008A DEBT	
000707-1270	125	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000707-1280	126	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000707-1290	127	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000707-1300	128	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000707-1310	129	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000707-1320	130	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000707-1330	131	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000707-1340	132	60'	113,063	1	1,397.64	17,838.35	15,874.12	
000708-0010	1	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0020	2	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0030	3	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0040	4	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0050	5	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0060	6	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0070	7	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0080	8	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0090	9	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0100	10	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0110	11	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0120	12	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0130	13	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0140	14	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0150	15	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0160	16	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0170	17	80'	150,373	1	1,861.63	23,760.28	21,143.99	
000708-0180	18	80'	150,373	1	1,861.63	23,760.28	21,143.99	
000708-0190	19	80'	150,373	1	1,861.63	23,760.28	21,143.99	
000708-0200	20	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0210	21	80'	150,373	1	1,861.63	23,760.28	21,143.99	
000708-0220	22	80'	150,373	1	1,861.63	23,760.28	21,143.99	
000708-0230	23	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0240	24	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0250	25	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0260	26	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0270	27	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0280	28	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0290	29	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0300	30	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0310	31	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0320	32	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0330	33	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0340	34	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0350	35	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0360	36	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0370	37	70'	135,675	1	1,674.61	21,373.25	19,019.81	

Prepared by Governmental Management Services, LLC	Assessment Roll Page 10

Account #	

LOT #	

LOT SIZE	

MAX DEBT BENEFIT	

TOTAL DEBT UNITS	
ORIGINAL SERIES 2008A DEBT ASMT	

SERIES 2008A PAR DEBT	
BALANCE SERIES 2008A DEBT	

000708-0380	38	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0390	39	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0400	40	80'	150,373	1	1,861.63	23,760.28	21,143.99	
000708-0410	41	80'	150,373	1	1,861.63	23,760.28	21,143.99	
000708-0420	42	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0430	43	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0440	44	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0450	45	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0460	46	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0470	47	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0480	48	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0490	49	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0500	50	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0510	51	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0520	52	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0530	53	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0540	54	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0550	55	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0560	56	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0570	57	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0580	58	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0590	59	70'	135,675	1	1,674.61	21,373.25	19,019.81	
000708-0600	60	80'	150,373	1	1,861.63	23,760.28	21,143.99	
TOTAL PLATTED LOTS			50,796,780	468	628,596.77	8,022,862.76	6,593,817.80	

Prepared by Governmental Management Services, LLC	Assessment Roll Page 11

TABLE 9
Rivers Edge Community Development District Master Assessment Roll
Bulk Lands

Series 2008A		Series 2008A	Series 2008A Maximum Debt	Annual Debt	Series 2008A		Par Debt		Par Debt
Account # / Parcel ID	Benefit	Assessment	Par Debt	After 5/1/16 Call	After Tender (2)

000700-0000
001170-0010
000700-0000
001170-0010

Total (1)	 	$104,213,220	 	$466,743	 	$5,957,137	 	$5,301,182	 	$0

Individual parcels are in process of complete legal description workup and assignment of new parcel IDs to reflect adjustments for platted lots and possible other conveyances. Attached is the legal description of the revised boundaries of the District to which the Master Assessment Roll applies less plats as noted.

The District is in the process of tendering bonds related to the undeveloped lands. After such tender process it is anticipated the amount of Series 2008A debt related to the undevloped lands will be $0.

Prepared by Governmental Management Services, LLC

A & J Land Surveyors, Inc.
5847 Luella Street
Jacksonville, Florida 32207
Telephone (904) 346-1733	Fax (904) 346-1736
Jon Bowan, PLS	Jeff Ward, PLS

RiverTown
Rivers Edge CDD Parcel 1
Legal Description June 14, 2016

A Parcel of land, being a portion of the Francis P. Fatio Grant, Section 39, Township 5 South, Range 27 East, and in the Francis P. Fatio Grant, Section 44, Township 5 South, Range 26 East, St. Johns County, Florida, said parcel of land being more particularly described as follows:
For a Point of Reference, COMMENCE at the intersection of the northerly Right of Way line of STATE ROAD No. 13, (a 100 foot Public Road Right of Way, as per State of Florida, State Road Department Right of Way Map, Project 785), with the easterly monumented line of said Frances P. Fatio Grant, Section 39, Township 5 South, Range 27 East, and run thence, along the aforesaid said northerly Right of Way line of STATE ROAD No. 13, the following two (2) courses and distances:
Course No. 1: run thence, northwesterly, along and around the arc of a curve, being concave southwesterly, and having a radius of 22,968.28 feet, through a central angle of 00°20’02” to the left, an arc distance of 133.89 feet, to point of tangency of last said curve, said arc being subtended by a chord bearing and distance of North 63°17’25” West, 133.89 feet;
Course No. 2: run thence, North 63°27'26" West, along last said tangency, a distance of 3,097.61, to the POINT OF BEGINNING.

From the POINT OF BEGINNING thus described, and departing form aforesaid northerly Right of Way line of STATE ROAD No. 13, run the following ten (10) courses and distances:
Course No. 1: run thence, North 52°12'30" East, a distance of 337.34 feet, to a point;
Course No. 2: run thence, North 43°00'14" East, a distance of 340.19 feet, to a point;
Course No. 3: run thence, North 27°38'47" East, a distance of 540.78 feet, to a point;
Course No. 4: run thence, North 59°45'43" East, a distance of 312.12 feet, to a point;

Course No. 5: run thence, North 12°39'39" East, a distance of 376.82 feet, to a point;
Course No. 6: run thence, North 03°30'59" West, a distance of 427.45 feet, to a point;
Course No. 7: run thence, North 23°57'56" East, a distance of 932.43 feet, to a point;
Course No. 8: run thence, North 48°02'01" East, a distance of 302.22 feet, to a point;
Course No. 9: run thence, North 27°34'13" East, a distance of 248.54 feet, to a point;
Course No. 10: run thence, North 07°09'39" East, a distance of 674.95 feet, to a point; on the southerly line of "Parcel 11- Elementary School Site", as per the Sketch and Legal prepared by this Firm, dated April 28, 2016; run thence, along the southerly and westerly boundary of said "Parcel 11 - Elementary School Site", the following sixteen (16) courses and distances:
Course No. 1: run thence, North 71°41'33" West, a distance of 122.88 feet,
Course No. 2: run thence, North 07°13'13" East, a distance of 183.08 feet, to the point of a non tangential curve, leading northerly;
Course No. 3: run thence, northerly, along and around the arc of a curve, being concave northwesterly, and having a radius of 112.60 feet, through a central angle of 52°18'48" to the left, an arc distance of 102.81 feet, to the point of reverse curvature, of a non tangential curve, last said arc being subtended by a chord bearing and distance of North 32°38'45" East, 99.28 feet;
Course No. 4: run thence, northeasterly, along and around the arc of a curve, being concave southeasterly, and having a radius of 57.91 feet, through a central angle of 47°53'59" to the right, an arc distance of 48.41 feet, to the point of reverse curvature, of a non tangential curve, last said arc being subtended by a chord bearing and distance of North 29°24'28" East, 47.02 feet;
Course No. 5: run thence, northerly, along and around the arc of a curve, being concave westerly, and having a radius of 103.26 feet, through a central angle of 56°56'08" to the right, an arc distance of 102.61 feet, to the point of reverse curvature, of a non tangential curve, last said arc being subtended by a chord bearing and distance of North 11°22'54" East, 98.44 feet;
Course No. 6: run thence, northerly, along and around the arc of a curve, being concave southeasterly, and having a radius of 40.00 feet, through a central angle of 81°29'18" to the right, an arc distance of 56.89 feet, to the point of reverse curvature, of a non tangential curve, last said arc being subtended by a chord bearing and distance of North 21°20'03" East, 52.22 feet;
Course No. 7: run thence, northeasterly, along and around the arc of a curve, being concave northwesterly, and having a radius of 64.95 feet, through a central angle of 28°44'43" to the left, an arc distance of 32.58 feet, to the point of compound curvature, of a non tangential curve, last said arc being subtended by a chord bearing and distance of North 47°42'41" East, 32.24 feet;
Course No. 8: run thence, northeasterly, along and around the arc of a curve, being concave northwesterly, and having a radius of 611.70 feet, through a central angle of 10°38'20" to the left, an arc distance of 113.60 feet, to the point

of reverse curvature, of a non tangential curve, last said arc being subtended by a chord bearing and distance of North 28°15'38" East, 113.43 feet;
Course No. 9: run thence, northeasterly, along and around the arc of a curve, being concave southeasterly, and having a radius of 70.00 feet, through a central angle of 56°35'30" to the right, an arc distance of 69.14 feet, to the point of reverse curvature, of a tangential curve, last said arc being subtended by a chord bearing and distance of North 51°13'16" East, 66.36 feet;
Course No. 10: run thence, northeasterly, along and around the arc of a curve, being concave northwesterly, and having a radius of 130.00 feet, through a central angle of 36°10'25" to the left, an arc distance of 82.08 feet, to the point of reverse curvature, of a tangential curve, last said arc being subtended by a chord bearing and distance of North 61°25'49" East, 80.72 feet;
Course No. 11: run thence, northeasterly, along and around the arc of a curve, being concave southeasterly, and having a radius of 90.00 feet, through a central angle of 19°29'16" to the right, an arc distance of 30.61 feet, to the point of tangency, of a tangential curve, last said arc being subtended by a chord bearing and distance of North 53°05'14" East, 30.46 feet;
Course No. 12: run thence, North 61°37'11" East, along a non tangential line to last said curve, a distance of 84.99 feet, to the point of curvature, of a non tangential curve;
Course No. 13: run thence, northeasterly, along and around the arc of a curve, being concave southerly, and having a radius of 38.29 feet, through a central angle of 55°39'54" to the right, an arc distance of 37.20 feet, to the point of reverse curvature, of a tangential curve, last said arc being subtended by a chord bearing and distance of North 81°21'24" East, 35.75 feet;
Course No. 14: run thence, easterly, along and around the arc of a curve, being concave northerly, and having a radius of 65.47 feet, through a central angle of 56°54'36" to the left, an arc distance of 65.03 feet, to the point of curvature, of a tangential curve, last said arc being subtended by a chord bearing and distance of North 80°44'03" East, 62.39 feet;
Course No. 15: run thence, northerly, along and around the arc of a curve, being concave westerly, and having a radius of 104.97 feet, through a central angle of 37°00'39" to the left, an arc distance of 67.80 feet, to the point of a non tangential line, last said arc being subtended by a chord bearing and distance of North 33°46'25" East, 66.63 feet;
Course No. 16: run thence, North 14°41'09" East, along a non tangential line to last said curve, a distance of 88.06 feet, to a point which lies 62.00 feet southerly of, the most northerly line of that 53 foot wide easement dedicated to Peoples Gas System, and recorded in Official Records Book 3150, page 578 of the public records of St. Johns County, Florida, and also being the northerly line of that 53 foot wide easement dedicated to JEA, and recorded in Official Records Book 3131, page 483 of the public records of said St. Johns County; run thence, parallel with and concentric to, and 62 feet southerly of the northerly line of last said easements, the following two (2) courses and distances:
Course No. 1: run thence, easterly, along and around the arc of a curve, being concave northerly, and having a radius of 785.50 feet, through a central angle of

07°3300" to the left, an arc distance of 103.51 feet, to the point of tangency of last said curve, said arc being subtended by a chord bearing and distance of South 72°10'01" East, 103.43 feet;
Course No. 2: run thence, South 75°56'31" East, along last said tangency, a distance of 124.38 feet, to a point; departing from last said line, run thence, the following twenty-three (23) courses and distances:
Course No. 1: run thence, North 14°03'30" East, a distance of 108.94 feet, to a point;
Course No. 2: run thence, South 74°33'07" East, a distance of 562.46 feet, to a point;
Course No. 3: run thence, North 23°01'26" East, a distance of 378.93 feet, to a point;
Course No. 4: run thence, North 05°59'33" West, a distance of 343.45 feet, to the point of curvature, of a non-tangent curve, leading easterly;
Course No. 5: run thence easterly, along and around the arc of a curve, being concave southerly, and having a radius of 239.56 feet, through a central angle of 124°52’14” to the right, an arc distance of 522.09 feet, to the point of reverse curvature, of a curve continuing easterly, last said arc being subtended by a chord bearing and distance of North 85°05’05” East, 424.73 feet;
Course No. 6: run thence easterly, along and around the arc of a curve, being concave northerly, and having a radius of 376.68 feet, through a central angle of 107°24’34” to the left, an arc distance of 706.15 feet, to a point, last said arc being subtended by a chord bearing and distance of South 86°11’06” East,
607.19 feet;
Course No. 7: run thence, North 02°54'47" East, along a non-tangent line, a distance of 451.50 feet, to a point;
Course No. 8: run thence, North 47°44'50" West, a distance of 397.82 feet, to a point;
Course No. 9: run thence, South 79°35'12" West, a distance of 338.27 feet, to a point of curvature, of a non-tangent curve, leading northerly;
Course No. 10: run thence northerly, along and around the arc of a curve, being concave easterly, and having a radius of 295.05 feet, through a central angle of 158°05’24” to the right, an arc distance of 814.09 feet, to the point of tangency, of a non-tangent curve, last said arc being subtended by a chord bearing and distance of North 08°21’00” East, 579.34 feet;
Course No. 11: run thence, North 70°01'49" East, along last said non-tangent line, a distance of 358.05 feet, to a point;
Course No. 12: run thence, North 05°42'53" East, a distance of 192.02 feet, to the point of curvature, of a non-tangent curve, leading easterly;
Course No. 13: run thence easterly, along and around the arc of a curve, being concave southerly, and having a radius of 197.27 feet, through a central angle of 178°06’21” to the right, an arc distance of 613.22 feet, to the point of tangency, of a non-tangent curve, last said arc being subtended by a chord bearing and distance of North 78°15’46” East, 394.49 feet;
Course No. 14: run thence, South 57°46'35" East, a distance of 587.65 feet, to a point;

Course No. 15: run thence, South 28°33'27" East, a distance of 495.97 feet, to a point;
Course No. 16: run thence, South 28°39'55" West, a distance of 310.12 feet, to a point;
Course No. 17: run thence, South 73°27'16" West, a distance of 147.61 feet, to a point;
Course No. 18: run thence, South 54°17'33" East, a distance of 536.88 feet, to a point;
Course No. 19: run thence, South 03°08'19" East, a distance of 279.38 feet, to a point;
Course No. 20: run thence, South 17°38'48" West, a distance of 605.51 feet, to a point;
Course No. 21: run thence, South 24°09'05" East, a distance of 216.50 feet, to the point of curvature, of a non-tangent curve, leading easterly;
Course No. 22: run thence easterly, along ad around the arc of a curve, being concave southerly, and having a radius of 465.00 feet, through a central angle of 22°32’24” to the right, an arc distance of 182.93 feet, to the point of tangency of last said curve, said arc being subtended by a chord bearing and distance of North 79°19’39” East, 181.75 feet;
Course No. 23: run thence, South 89°24'09" East, a distance of 141.88 feet, to a point on the westerly Right of Way line of LONGLEAF PARKWAY, as dedicated to St. Johns County, by instrument recorded in Official Records Book 3271, page 1329 of the Public Records of said St. Johns County, Florida; run thence, along the aforesaid westerly Right of Way line of LONFLEAF PARKWAY, the following five (5) courses and distances:
Course No. 1: run thence, northerly, along and around the arc of a curve, being concave easterly, and having a radius of 3,565.00 feet, through a central angle of 11°16’52” to the right, an arc distance of 701.92 feet, to the point of tangency of last said curve, said arc being subtended by a chord bearing and distance of North 06°44’14” East, 700.79 feet;
Course No. 2: run thence, North 12°22'39" East, along last said tangency, a distance of 204.31 feet, to the point of curvature, of a curve leading northwesterly;
Course No. 3: run thence northwesterly, along and around the arc of a curve, being concave westerly, and having a radius of 1,735.00 feet, through a central angle of 51°25’49” to the left, an arc distance of 1,557.38 feet, to the point of tangency of last said curve, last said arc being subtended by a chord bearing and distance of North 13°20'15" West 1,505.62;
Course No. 4: run thence, North 39°03'09" West, along last said tangency, a distance of 1,068.36 feet, to the point of curvature, of a curve leading westerly;
Course No. 5: run thence westerly, along and around the arc of a curve, being concave easterly, and having a radius of 1,265.00 feet, through a central angle of 15°54’10” to the right, an arc distance of 351.11 feet, to a point, last said arc being subtended by a chord bearing and distance of North 31°06'05" West, 349.98; thence departing from aforesaid westerly Right of Way line of LONFLEAF PARKWAY, run the following twenty-six (26) courses and distances:

Course No. 1: run thence, South 66°51'00" West, a distance of 65.97 feet, to a point;
Course No. 2: run thence, South 00°02'15" East, a distance of 83.71 feet, to a point;
Course No. 3: run thence, South 35°56'30" West, a distance of 27.17 feet, to a point;
Course No. 4: run thence, South 00°48'28" East, a distance of 58.67 feet, to a point;
Course No. 5: run thence, South 18°24'01" East, a distance of 47.05 feet, to a point;
Course No. 6: run thence, South 19°55'18" West, a distance of 30.75 feet, to a point;
Course No. 7: run thence, South 06°16'42" East, a distance of 28.92 feet, to a point;
Course No. 8: run thence, South 14°46'00" West, a distance of 27.90 feet, to a point;
Course No. 9: run thence, South 36°03'53" West, a distance of 123.44 feet, to a point;
Course No. 10: run thence, South 10°33'15" East, a distance of 46.29 feet, to a point;
Course No. 11: run thence, South 11°39'46" West, a distance of 35.89 feet, to a point;
Course No. 12: run thence, South 37°05'50" West, a distance of 61.55 feet, to a point;
Course No. 13: run thence, North 88°04'53" West, a distance of 177.04 feet, to a point;
Course No. 14: run thence, North 00°35'10" West, a distance of 202.84 feet, to a point;
Course No. 15: run thence, North 16°20'03" West, a distance of 63.72 feet, to a point;
Course No. 16: run thence, North 24°49'34" West, a distance of 80.52 feet, to a point;
Course No. 17: run thence, North 23°04'32" East, a distance of 57.35 feet, to a point;
Course No. 18: run thence, North 13°04'55" East, a distance of 46.98 feet, to a point;
Course No. 19: run thence, North 03°23'30" East, a distance of 52.43 feet, to a point;
Course No. 20: run thence, North 15°57'50" West, a distance of 64.18 feet, to a point;
Course No. 21: run thence, North 25°07'14" West, a distance of 39.25 feet, to a point;
Course No. 22: run thence, North 10°34'06" West, a distance of 32.35 feet, to a point;
Course No. 23: run thence, North 15°09'53" East, a distance of 52.65 feet, to a point;

Course No. 24: run thence, North 04°00'11" West, a distance of 42.88 feet, to a point;
Course No. 25: run thence, North 23°48'46" West, a distance of 60.92 feet, to a point;
Course No. 26: run thence, North 68°28'38" East, a distance of 363.83 feet, to a point on the aforesaid westerly Right of Way line of LONGLEAF PARKWAY, said point also being on the arc of a curve, leading northeasterly; run thence, northeasterly, along aforesaid westerly Right of Way line of LONGLEAF PARKWAY, along and around the arc of a curve, having a radius of 1,265.00 feet, through a central angle of 35°32’39” to the right, an arc distance of 784.76 feet, to a point, last said arc being subtended by a chord bearing and distance of North 11°23’02” East, 772.23 feet; thence departing from aforesaid westerly Right of Way line of LONGLEAF PARKWAY, run the following seventy-two (72) courses and distances:
Course No. 1: run thence, North 62°03'17" West, a distance of 128.04 feet, to the point of curvature, of a curve leading southwesterly;
Course No. 2: run thence southwesterly, along and around the arc of a curve, concave southerly, and having a radius of 50.00 feet, through a central angle of 71°44’07” to the left, an arc distance of 62.60 feet, to the point of tangency of last said curve, said arc being subtended by a chord bearing and distance of South 82°04'40" West, 58.59 feet;
Course No. 3: run thence, South 46°12'36" West, along last said tangency, a distance of 297.15 feet, to a point;
Course No. 4: run thence, North 64°16'24" West, a distance of 149.45 feet, to a point;
Course No. 5: run thence, North 46°01'50" East, a distance of 377.74 feet, to a point;
Course No. 6: run thence, North 43°38'06" East, a distance of 144.51 feet, to a point;
Course No. 7: run thence, North 33°25'24" East, a distance of 35.98 feet, to a point;
Course No. 8: run thence, North 69°09'18" West, a distance of 91.66 feet, to a point;
Course No. 9: run thence, North 25°27'24" East, a distance of 142.66 feet, to a point;
Course No. 10: run thence, North 43°57'15" East, a distance of 57.69 feet, to a point;
Course No. 11: run thence, North 11°15'00" East, a distance of 25.00 feet, to a point;
Course No. 12: run thence, North 79°03'58" West, a distance of 27.28 feet, to a point;
Course No. 13: run thence, North 10°56'02" East, a distance of 17.72 feet, to the point of curvature, of a curve leading northwesterly;
Course No. 14: run thence northwesterly, along and around the arc of a curve, being concave southwesterly, and having a radius of 25.00 feet, through a central angle of 97°31’32” to the left, an arc distance of 42.55 feet, to the point of

tangency of last said curve, said arc being subtended by a chord bearing and distance of North 37°49’44” West, 37.60 feet;
Course No. 15: run thence, North 86°35'30" West, along last said tangency, a distance of 38.41 feet, to a point;
Course No. 16: run thence, North 52°51'56" East, a distance of 65.64 feet, to a point;
Course No. 17: run thence, South 75°46'44" East, a distance of 50.75 feet, to a point;
Course No. 18: run thence, North 57°24'33" East, a distance of 34.90 feet, to the point of curvature, of a curve leading northerly;
Course No. 19: run thence northerly, along and around the arc of a curve, being concave westerly, and having a radius of 20.00 feet, through a central angle of 63°16’24” to the left, an arc distance of 22.09 feet, to the point of tangency of last said curve, said arc being subtended by a chord bearing and distance of North 25°46’21” East, 20.98 feet;
Course No. 19: run thence, North 05°51'51" West, along last said tangency, a distance of 49.19 feet, to the point of curvature, of a curve leading northwesterly;
Course No. 20: run thence northwesterly, along and around the arc of a curve, being concave southwesterly, and having a radius of 20.00 feet, through a central angle of 64°38'41", an arc distance of 22.57 feet, to the point of tangency of last said curve, said arc being subtended by a chord bearing and distance of North 38°11’12” West, 21.39 feet;
Course No. 21: run thence, North 70°30'32" West, along last said tangency, a distance of 59.89 feet;
Course No. 22: run thence, North 61°15'17" West, a distance of 43.50 feet, to a point;
Course No. 23: run thence, North 57°54'44" West, a distance of 57.24 feet, to a point;
Course No. 24: run thence, North 69°57'02" West, a distance of 54.94 feet, to a point;
Course No. 25: run thence, North 54°31'31" West, a distance of 105.93 feet, to a point;
Course No. 26: run thence, North 69°16'29" West, a distance of 74.36 feet, to a point;
Course No. 27: run thence, North 85°42'11" West, a distance of 54.27 feet, to a point;
Course No. 28: run thence, North 74°00'29" West, a distance of 25.50 feet, to a point;
Course No. 29: run thence, North 39°35'13" West, a distance of 39.79 feet, to the point of curvature, of a curve leading westerly;
Course No. 30: run thence westerly, along and around the arc of a curve, being concave southerly, and having a radius of 20.00 feet, through a central angle of 54°50’25” to the left, an arc distance of 19.14 feet, to the point of tangency of last said curve, said arc being subtended by a chord bearing and distance of North 67°00’26” West, 18.42 feet;

Course No. 31: run thence, South 85°34'22" West, along last said tangency, a distance of 49.18 feet, to a point;
Course No. 32: run thence, North 76°32'47" West, a distance of 61.55 feet, to a point;
Course No. 33: run thence, North 25°15'01" West, a distance of 57.80 feet, to a point;
Course No. 34: run thence, North 03°19'52" East, a distance of 30.31 feet, to a point;
Course No. 35: run thence, North 57°10'46" East, a distance of 37.08 feet, to a point;
Course No. 36: run thence, North 36°22'57" East, a distance of 51.30 feet, to a point;
Course No. 37: run thence, North 64°49'11" East, a distance of 54.86 feet, to a point;
Course No. 38: run thence, North 51°33'01" East, a distance of 56.52 feet, to a point;
Course No. 39: run thence, South 85°33'51" East, a distance of 44.63 feet, to the point of curvature, of a curve leading northerly;
Course No. 40: run thence northerly, along and around the arc of a curve, being concave northwesterly, and having a radius of 20.00 feet, through a central angle of 89°39’58” to the left, an arc distance of 31.30 feet, to the point of tangency of last said curve, said arc being subtended by a chord bearing and distance of North 49°36’10” East, 28.20 feet;
Course No. 41: run thence, North 04°46'10" East, along last said tangency, a distance of 29.28 feet, to a point;
Course No. 42: run thence, North 51°07'26" East, a distance of 46.75 feet, to a point;
Course No. 43: run thence, North 75°56'25" East, a distance of 85.45 feet, to a point;
Course No. 44: run thence, North 84°36'51" East, a distance of 122.32 feet, to a point;
Course No. 45: run thence, South 87°02'14" East, a distance of 77.58 feet, to the point of curvature, of a curve leading northeasterly;
Course No. 46: run thence northeasterly, along and around the arc of a curve, being concave northerly, and having a radius of 20.00 feet, through a central angle of 55°58’16” to the left, an arc distance of 19.54 feet, to the point of tangency of last said curve, said arc being subtended by a chord bearing and distance of North 64°58'38" East, 18.77 feet;
Course No. 47: run thence, North 36°59'30" East, along last said tangency, a distance of 51.37 feet, to a point;
Course No. 48: run thence, North 77°19'55" East, a distance of 23.77 feet, to a point;
Course No. 49: run thence, South 45°18'27" East, a distance of 99.34 feet, to the point of curvature, of a curve leading northeasterly;
Course No. 50: run thence northeasterly, along and around the arc of a curve, being concave northerly, and having a radius of 20.00 feet, through a central

angle of 114°30’15” to the left, an arc distance of 39.97 feet, to the point of tangency of last said curve, said arc being subtended by a chord bearing and distance of North 77°26’25” East, 33.64 feet;
Course No. 51: run thence, North 20°11'18" East, along last said tangency, a distance of 38.40 feet, to a point;
Course No. 52: run thence, North 03°21'10" East, a distance of 63.91 feet, to a point;
Course No. 53: run thence, North 56°53'28" East, a distance of 65.60 feet, to a point;
Course No. 54: run thence, South 73°28'38" East, a distance of 26.32 feet, to a point;
Course No. 55: run thence, North 82°37'42" East, a distance of 72.75 feet, to a point;
Course No. 56: run thence, North 52°45'31" East, a distance of 57.68 feet, to a point;
Course No. 57: run thence, North 65°19'11" East, a distance of 76.69 feet, to a point;
Course No. 58: run thence, North 77°39'44" East, a distance of 49.62 feet, to the point of curvature, of a curve leading northerly;
Course No. 59: run thence northerly, along and around the arc of a curve, being concave westerly, and having a radius of 25.00 feet, through a central angle of 118°37’08” to the left, an arc distance of 51.76 feet, to the point of tangency of last said curve, said arc being subtended by a chord bearing and distance of North 18°21’10” East, 43.00 feet;
Course No. 60: run thence, North 40°57'24" West, along last said tangency, a distance of 46.60 feet, to the point of curvature, of a curve leading westerly;
Course No. 61: run thence, westerly, along and around the arc of a curve, being concave southerly, and having a radius of 25.01 feet, through a central angle of 66°30’15” to the left, an arc distance of 29.03 feet, to a point of cusp of last said curve, said arc being subtended by a chord bearing and distance of North 74°13’21” West, 27.43 feet;
Course No. 62: run thence, North 17°56'51" West, along last said tangency, a distance of 28.66 feet, to a point;
Course No. 63: run thence, North 56°05'43" East, a distance of 113.15 feet, to a point;
Course No. 64: run thence, South 45°09'37" East, a distance of 37.73 feet, to the point of curvature, of a curve leading easterly;
Course No. 65: run thence easterly, along and around the arc of a curve, being concave northerly, and having a radius of 25.00 feet, through a central angle of 120°17’00” to the left, an arc distance of 52.48 feet, to a point, last said arc being subtended by a chord bearing and distance of North 74°41’53” East, 43.36 feet;
Course No. 66: run thence, North 14°33'23" East, along last said tangency, a distance of 114.32 feet;
Course No. 67: run thence, North 29°49'05" West, a distance of 44.48 feet, to a point;

Course No. 68: run thence, North 10°57'14" East, a distance of 52.73 feet, to a point;
Course No. 69: run thence, North 54°43'50" East, a distance of 46.17 feet, to a point;
Course No. 70: run thence, South 60°18'14" East, a distance of 16.70 feet, to a point;
Course No. 71: run thence, South 24°50'58" East, a distance of 29.22 feet, to a point;
Course No. 72: run thence, South 66°41’19” E, a distance of 538.80 feet, to a point, on the aforesaid westerly Right of Way line of LONGLEAF PARKWAY, last said point also being on the arc of a curve, leading northerly; run thence, northerly, along and around the arc of a curve, and also being the aforesaid westerly Right of Way line of LONGLEAF PARKWAY, last said arc being concave northwesterly, and having a radius of 2,135.00 feet, through a central angle of 08°24’20” to the left, an arc distance of 313.21 feet, to a point on the northerly line of the “Hallowes Tract”, situated in the Francis P. Fatio Grant, Section 39, Township 5 South, Range 27 East, last said arc being subtended by a chord bearing and distance of North 18°27’50” East, 312.93 feet; run thence North 87°27’26” West, along last said line, (and also being the northerly boundary of “RiverTown), a distance of 3,401.15 feet, to a point on the easterly line of those lands described and recorded in Official Records Book 702, page 989 of the Public Records of said St. Johns County, Florida; run thence, South 12°53’03” West, along the aforesaid easterly line of said lands, a distance of 2,028.02 feet, to the southeast corner of said lands described and recorded in Official Records Book 702, page 89; run thence along the southerly line of said lands described and recorded in Official Records Book 702, page 989 and then along the southerly line of lands described and recorded in Official Records Book 702, page 992, all in the Public Records of said St. Johns County, Florida, the following two (2) courses and distances:
Course No. 1: run thence, South 75°52’24” West, a distance of 3,755.96 feet, to a point;
Course No. 2: run thence, North 77°07’41” West, a distance of 293.71 feet, to a point; run thence, the following fifty-seven (57) courses and distances:
Course No. 1: run thence, South 24°05'46" West, a distance of 1,005.35 feet, to a point;
Course No. 2: run thence, South 00°29'55" West, a distance of 449.34 feet, to a point;
Course No. 3: run thence, South 11°21'40" West, a distance of 379.59 feet, to a point;
Course No. 4: run thence, South 59°12'52" West, a distance of 671.93 feet, to a point;
Course No. 5: run thence, South 63°31'14" East, a distance of 448.92 feet, to a point, on the arc of a curve, leading southeasterly;
Course No. 6: run thence, southeasterly, along and around the arc of a curve, being concave northeasterly, and having a radius of 300.00 feet, through a central angle of 33°05'48" to the left, an arc distance of 173.29 feet, to the point

of tangency, of last said curve, said arc being subtended by a chord bearing and distance of South 80°04'08" East, 170.90 feet;
Course No. 7: run thence, North 83°22'57" East, along last said tangency, a distance of 232.62 feet, to the point of curvature, of a curve, leading northeasterly;
Course No. 8: run thence, northeasterly, along and around the arc of a curve, being concave northwesterly, and having a radius of 300.00 feet, through a central angle of 30°06'17" to the left, an arc distance of 157.63 feet, to the point of tangency, of last said curve, said arc being subtended by a chord bearing and distance of North 68°15'57" East, 155.82 feet;
Course No. 9: run thence, North 53°12'48" East, along last said tangency, a distance of 902.30 feet, to the point of curvature, of a curve, leading northeasterly;
Course No. 10: run thence, northeasterly, along and around the arc of a curve, being concave southerly, and having a radius of 550.00 feet, through a central angle of 54°13'27" to the right, an arc distance of 520.51 feet, to the point of tangency, of last said curve, said arc being subtended by a chord bearing and distance of North 80°19'31" East, 501.31 feet;
Course No. 11: run thence, South 72°33'45" East, along last said tangency, a distance of 142.76 feet, to a point;
Course No. 12: run thence, South 17°26'15" West, a distance of 100.00 feet, to a point;
Course No. 13: run thence, South 32°32'33" West, a distance of 64.88 feet, to a point;
Course No. 14: run thence, South 48°52'26" West, a distance of 89.32 feet, to a point;
Course No. 15: run thence, South 12°31'09" East, a distance of 86.15 feet, to a point;
Course No. 16: run thence, South 15°52'52" West, a distance of 54.18 feet, to a point;
Course No. 17: run thence, North 83°22'53" West, a distance of 81.94 feet, to a point;
Course No. 18: run thence, South 57°44'09" West, a distance of 31.24 feet, to a point;
Course No. 19: run thence, South 03°39'53" East, a distance of 29.87 feet, to a point;
Course No. 20: run thence, South 06°18'56" West, a distance of 91.70 feet, to a point;
Course No. 21: run thence, South 10°27'23" East, a distance of 49.55 feet, to a point;
Course No. 22: run thence, South 54°43'22" West, a distance of 17.02 feet, to a point;
Course No. 23: run thence, South 87°11'45" West, a distance of 83.24 feet, to a point;
Course No. 24: run thence, North 51°09'39" West, a distance of 40.25 feet, to a point;

Course No. 25: run thence, North 27°13'03" West, a distance of 33.80 feet, to a point;
Course No. 26: run thence, North 37°53'50" East, a distance of 57.84 feet, to a point;
Course No. 27: run thence, North 39°27'54" West, a distance of 83.19 feet, to a point;
Course No. 28: run thence, North 13°21'39" West, a distance of 20.73 feet, to a point;
Course No. 29: run thence, North 22°47'49" West, a distance of 66.10 feet, to a point;
Course No. 30: run thence, North 43°13'12" West, a distance of 41.54 feet, to a point;
Course No. 31: run thence, North 12°50'15" West, a distance of 55.19 feet, to the point of curvature, of a curve, leading northwesterly;
Course No. 32; run thence, northwesterly, along and around the arc of a curve, being concave southwesterly, and having a radius of 15.00 feet, through a central angle of 77°25'58" to the left, an arc distance of 20.27 feet, to the point of tangency, of last said curve, last said arc being subtended by a chord bearing and distance of North 51°33'14" West, 18.76 feet;
Course No. 33: run thence, South 89°43'48" West, along last said tangency, a distance of 31.94 feet, to a point;
Course No. 34: run thence, North 61°08'37" West, a distance of 47.41 feet, to the point of curvature, of a curve, leading westerly;
Course No. 35: run thence, westerly, along and around the arc of a curve, being concave southerly, and having a radius of 15.00, through a central angle of 69°43'18" to the left, an arc distance of 18.25 feet, to the point of tangency of last said curve, said arc being subtended by a chord bearing and distance of South 83°59'44" West, 17.15 feet;
Course No. 36: run thence, South 49°08'05" West, along last said tangency, a distance of 60.87 feet, to a point;
Course No. 37: run thence, South 80°21'55" West, a distance of 25.62 feet, to a point;
Course No. 38: run thence, South 59°11'39" West, a distance of 32.41 feet, to a point;
Course No. 39: run thence, South 33°27'03" West, a distance of 24.29 feet, to a point;
Course No. 40: run thence, South 75°04'23" West, a distance of 99.94 feet, to a point;
Course No. 41: run thence, South 53°12'48" West, a distance of 541.61 feet, to the point of curvature, of a curve, leading southerly;
Course No. 42: run thence, southerly, along and around the arc of a curve, being concave easterly, and having a radius of 20.00 feet, through a central angle of 90°00'00" to the left, an arc distance of 31.42 feet, to the point of tangency of last said curve, said arc being subtended by a chord bearing and distance of South 08°12'48" West, 28.28 feet;

Course No. 43: run thence, South 36°47'12" East, a distance of 133.10 feet, to the point of curvature, of a curve, leading southeasterly;
Course No. 44: run thence, southeasterly, along and around the arc of a curve, being concave southwesterly, and having a radius of 400.00 feet, through a central angle of 30°28'12" to the right, an arc distance of 212.72 feet, to the point of tangency, of last said curve, said arc being subtended by a chord bearing and distance of South 21°33'06" East, 210.22 feet;
Course No. 45: run thence, South 06°18'59" East, along last said tangency, a distance of 702.14 feet, to the point of curvature, of a curve, leading southwesterly;
Course No. 46: run thence, southwesterly, along and around the arc of a curve, being concave northwesterly, and having a radius of 300.00 feet, through a central angle of 58°31'15" to the right, an arc distance of 306.42 feet, to the point of tangency, of last said curve, said arc being subtended by a chord bearing and distance of South 22°56'38" West, 293.27 feet;
Course No. 47: run thence, South 52°12'16" West, along last said tangency, a distance of 95.64 feet, to the point of curvature, of a curve, leading southwesterly;
Course No. 48: run thence, southwesterly, along and around the arc of a curve, being concave southeasterly, and having a radius of 300.00 feet, through a central angle of 30°17'46" to the left, an arc distance of 158.63 feet, to the point of tangency, of last said curve, said arc being subtended by a chord bearing and distance of South 37°03'23" West, 156.79 feet;
Course No. 49: run thence, South 21°54'27" West, along last said tangency, a distance of 151.73 feet, to the point of curvature, of a curve, leading southerly;
Course No. 50: run thence, Southerly, along and around the arc of a curve, being concave easterly, and having a radius of 500.00 feet, through a central angle of 42°22'56" to the left, an arc distance of 369.85 feet, to a point, last said arc being subtended by a chord bearing and distance of South 00°42'59" West,
361.48 feet;
Course No. 51: run thence, South 69°31'29" West, departing from last said arc, a distance of 100.00 feet, to a point, on the arc of a curve, leading northerly;
Course No. 52: run thence, northerly, along and around the arc of a curve, being concave easterly, and having a radius of 600.00 feet, through a central angle of 02°51'35" to the right, an arc distance of 02°51'35" to the right, an arc distance of 29.95 feet, to a point, last said arc being subtended by a chord bearing and distance of North 19°02'43" West, 29.95 feet;
Course No. 53: run thence, South 69°21'44" West, departing from last said arc, a distance of 143.03 feet, to a point;
Course No. 54: run thence, South 85°59'26" West, a distance of 226.33 feet, to a point;
Course No. 55: run thence, South 79°31'49" West, a distance of 204.53 feet, to a point;
Course No. 56: run thence, South 40°20'58" West, a distance of 304.15 feet, to a point;

Course No. 57: run thence, South 63°03'16" West, a distance of 525.37 feet, to a point on the northeasterly Right of Way line of STATE ROAD No. 13, (a 100 foot Public Road Right of Way, as per State of Florida, State Road Department Right of Way Map, Project 785); run thence, along the aforesaid northeasterly Right of Way line of STATE ROAD No. 13, the following four (4) courses and distances:
Course No. 1: run thence, southerly, along and around the arc of a curve, being concave westerly, and having a radius of 1,491.25 feet, through a central angle of 02°28’32” to the left, an arc distance of 64.43 feet, to the point of tangency of last said curve, said arc being subtended by a chord bearing and distance of South 14°20’11” West, 64.43 feet;
Course No. 2: run thence, South 15°34’27” West, along last said tangency, a distance of 457.25 feet, to the point of curvature, of a curve leading southeasterly;
Course No. 3: run thence southeasterly, along and around the arc of a curve, being concave northeasterly, and having a radius of 1,403.66 feet, through a central angle of 79°01’54” to the left, an arc distance of 1,936.16 feet, to the point of tangency of last said curve, said arc being subtended by a chord bearing and distance of South 23°56’30” East, 1,786.28 feet;
Course No. 4: run thence, South 63°27’26” East, along last said tangency, a distance of 3,183.96 feet, to the POINT OF BEGINNING.

The lands thus described contains 50,911,929 square feet, or 1,168.77 Acres, more or less, in area.

TOGETHER WITH

RiverTown
Rivers Edge CDD Parcel 2
Legal Description

A Parcel of land, being a portion of the Francis P. Fatio Grant, Section 39, Township 5 South, Range 27 East, St. Johns County, Florida, said parcel of land being more particularly described as follows:

For a Point of Reference, COMMENCE at the intersection of the easterly line of said Francis P. Fatio Grant, Section 39, with the easterly Right of Way line of LONGLEAF PARKWAY, as dedicated to St. Johns County, by instrument recorded in Official Records Book 3271, page 1329 of the Public Records of said St. Johns County, Florida; run thence along the aforesaid easterly Right of Way line of LONGLEAF PARKWAY, the following two (2) courses and distances:
Course No. 1: run thence, North 23°35’20” West, a distance of 781.17 feet, to the point of curvature, of a curve leading northerly;
Course No. 2: run thence Northerly, along and around the arc of a curve, being concave easterly, and having a radius of 3,435.00 feet, through a central angle of

29°11’47” to the right, an arc distance of 1,750.38 feet, to the POINT OF BEGINNING, last said arc being subtended by a chord bearing and distance of North 08°59’27” West, a distance of 1,731.50 feet.

From the POINT OF BEGINNING thus described, and thence departing from the Right of Way line of LONG LEAF PARKWAY, run the following fifty-seven
(57) courses and distances:
Course No. 1: run thence, South 86°51'22" East, a distance of 165.43 feet, to a point;
Course No. 2: run thence, North 87°27'25" East, a distance of 197.94 feet, to a point;
Course No. 3: run thence, North 45°01'16" East, a distance of 74.55 feet, to a point;
Course No. 4: run thence, North 59°03'17" East, a distance of 128.09 feet, to a point;
Course No. 5: run thence, South 68°51'10" East, a distance of 146.06 feet, to a point;
Course No. 6: run thence, South 25°57'32" East, a distance of 180.71 feet, to a point;
Course No. 7: run thence, South 15°57'23" West, a distance of 191.82 feet, to a point;
Course No. 8: run thence, North 86°22'14" East, a distance of 442.64 feet, to a point;
Course No. 9: run thence, North 13°49'49" West, a distance of 781.90 feet, to a point;
Course No. 10: run thence, North 26°34'55" West, a distance of 186.59 feet, to a point;
Course No. 11: run thence, South 88°47'09" West, a distance of 122.09 feet, to a point;
Course No. 12: run thence, South 02°39'03" East, a distance of 168.85 feet, to a point;
Course No. 13: run thence, South 79°47'07" West, a distance of 272.38 feet, to a point;
Course No. 14: run thence, North 03°20'11" West, a distance of 453.06 feet, to a point;
Course No. 15: run thence, North 70°43'23" East, a distance of 279.33 feet, to a point;
Course No. 16: run thence, North 16°19'31" East, a distance of 187.60 feet, to a point;
Course No. 17: run thence, North 24°19'13" West, a distance of 149.38 feet, to a point;
Course No. 18: run thence, South 68°51'10" West, a distance of 292.13 feet, to a point;
Course No. 19: run thence, North 13°38'12" West, a distance of 149.11 feet, to a point;

Course No. 20: run thence, North 18°53'56" East, a distance of 352.75 feet, to a point;
Course No. 21: run thence, North 53°24'47" East, a distance of 191.55 feet, to a point;
Course No. 22: run thence, South 60°33'16" East, a distance of 777.13 feet, to a point;
Course No. 23: run thence, South 07°26'12" West, a distance of 305.56 feet, to a point;
Course No. 24: run thence, South 23°58'41" West, a distance of 302.77 feet, to a point;
Course No. 25: run thence, South 12°32'16" East, a distance of 202.43 feet, to a point;
Course No. 26: run thence, South 05°17'38" East, a distance of 238.14 feet, to a point;
Course No. 27: run thence, South 34°38'38" East, a distance of 224.18 feet, to a point;
Course No. 28: run thence, South 19°14'38" West, a distance of 200.00 feet, to a point;
Course No. 29: run thence, South 40°23'07" East, a distance of 230.60 feet, to a point;
Course No. 30: run thence, North 21°48'57" East, a distance of 189.20 feet, to a point;
Course No. 31: run thence, North 16°20'18" West, a distance of 453.02 feet, to a point;
Course No. 32: run thence, North 13°50'18" East, a distance of 293.96 feet, to a point;
Course No. 33: run thence, North 86°03'49" East, a distance of 302.70 feet, to a point;
Course No. 34: run thence, South 84°52'58" East, a distance of 380.67 feet, to a point;
Course No. 35: run thence, North 32°43'06" East, a distance of 602.21 feet, to a point;
Course No. 36: run thence, North 11°37'37" East, a distance of 479.70 feet, to a point;
Course No. 37: run thence, North 02°28’12” West, a distance of 509.85 feet, to a point;
Course No. 38: run thence, North 57°27'54" West, a distance of 225.81 feet, to a point;
Course No. 39: run thence, North 41°14'43" West, a distance of 198.93 feet, to a point;
Course No. 40: run thence, North 29°31'46" West, a distance of 167.20 feet, to a point;
Course No. 41: run thence, North 47°51'57" West, a distance of 426.59 feet, to a point;
Course No. 42: run thence, North 37°53'43" East, a distance of 187.83 feet, to a point;

Course No. 43: run thence, North 24°23'32" East, a distance of 192.89 feet, to a point;
Course No. 44: run thence, North 66°49'00" West, a distance of 104.59 feet, to a point;
Course No. 45: run thence, North 42°22'42" West, a distance of 252.67 feet, to a point;
Course No. 46: run thence, South 83°55'19" West, a distance of 634.42 feet, to a point;
Course No. 47: run thence, North 86°16'49" West, a distance of 772.74 feet, to a point;
Course No. 48: run thence, South 05°28'53" West, a distance of 140.09 feet, to a point;
Course No. 49: run thence, North 81°41'28" West, a distance of 199.18 feet, to a point;
Course No. 50: run thence, North 56°24'07" West, a distance of 208.85 feet, to a point;
Course No. 51: run thence, North 12°57'19" West, a distance of 269.86 feet, to a point;
Course No. 52: run thence, North 54°27'25" West, a distance of 251.38 feet, to a point;
Course No. 53: run thence, North 69°27'53" West, a distance of 427.89 feet, to a point;
Course No. 54: run thence, South 57°34'36" West, a distance of 146.07 feet, to a point;
Course No. 55: run thence, South 46°11'24" West, a distance of 132.45 feet, to a point;
Course No. 56: run thence, South 73°06'24" West, a distance of 101.89 feet, to a point;
Course No. 57: run thence, North 81°15'37" West, a distance of 178.41 feet, to a point on the aforesaid easterly Right of Way line of LONGLEAF PARKWAY, as dedicated to St. Johns County, by instrument recorded in Official Records Book 3271, page 1329 of the Public Records of said St. Johns County, Florida, said point also being on the arc of a curve leading southeasterly; run thence, along the aforesaid easterly Right of Way line of LONGLEAF PARKWAY, the following five (5) courses and distances:
Course No. 1: run thence southeasterly, along and around the arc of a curve, having a radius of 1,135.00 feet, through a central angle of 45°49’15” to the left, an arc distance of 907.69 feet, to the point of tangency of last said curve, last said arc being subtended by a chord bearing and distance of South 16°08’32” East, 883.69 feet;
Course No. 2: run thence, South 39°03’09” East, along last said tangency, a distance of 1,068.36 feet, to the point of curvature, of a curve leading southerly;
Course No. 3: run thence southerly, along and around the arc of a curve, being concave westerly, and having a radius of 1,865.00 feet, through a central angle of 51°25’48” to the right, an arc distance of 1,674.07 feet, to the point of tangency

of last said curve, said arc being subtended by a chord bearing and distance of South 13°20’15” East, 1,618.43 feet;
Course No. 4: run thence South 12°22'39" West, along last said tangency, a distance of 204.31 feet, to the point of curvature, of a curve leading southerly;
Course No. 5: run thence, southerly, along and around the arc of a curve, being concave easterly, and having a radius of 3,435.00 feet, through a central angle of 06°46'13" to the left, an arc distance of 405.90 feet, to the POINT OF BEGINNING, last said arc being subtended by a chord bearing and distance of South 08°59'33" West, 405.66 feet.

The lands thus described contains 7,702,666 square feet, or 176.83 acres, more or less, in area.

TOGETHER WITH

RiverTown
Rivers Edge CDD Parcel 3
Legal Description

A Parcel of land, being a portion of the Francis P. Fatio Grant, Section 39, Township 5 South, Range 27 East, St. Johns County, Florida, said parcel of land being more particularly described as follows:

For a POINT OF BEGINNING, BEGIN at the intersection of the northerly monumented line of the “Hallowes Tract”, situated in the Francis P. Fatio Grant, Section 39, Township 5 South, Range 27 East, St. Johns County, Florida, with the easterly Right of Way line of LONGLEAF PARKWAY, as dedicated to St.
Johns County, by instrument recorded in Official Records Book 3271, page 1329 of the Public Records of said St. Johns County, Florida; run thence, along the aforesaid easterly Right of Way line of LONGLEAF PARKWAY, the following three (3) courses and distances:
Course No. 1: run thence, South 12°29’01” West, along last said tangency, a distance of 25.01 feet, to the point of curvature, of a curve leading southerly;
Course No. 2: run thence southerly, along and around the arc of a curve, being concave westerly, and having a radius of 2,265.00 feet, through a central angle of 21°01’35” to the right, an arc distance of 831.21 feet, to the point of tangency of last said curve, said arc being subtended by a chord bearing and distance of South 24°43’43” West, 826.55 feet;
Course No. 3: run thence, South 35°10’21” West, along last said tangency, a distance of 451.89 feet, to a point; run thence, the following twenty-one (21) Courses and Distances:
Course No. 1: run thence, North 80°40'52" East, a distance of 135.19 feet, to a point;
Course No. 2: run thence, South 54°29'03" East, a distance of 98.14 feet, to a point;

Course No. 3: run thence, South 18°29'38" East, a distance of 181.64 feet, to a point;
Course No. 4: run thence, South 32°47'00" West, a distance of 114.35 feet, to a point;
Course No. 5: run thence, South 36°48'10" West, a distance of 25.21 feet, to a point;
Course No. 6: run thence, South 89°52'11" West, a distance of 34.21 feet, to a point;
Course No. 7: run thence, North 33°16'42" West, a distance of 20.12 feet, to a point;
Course No. 8: run thence, North 59°04'57" West, a distance of 39.75 feet, to a point of curvature, of a curve leading westerly;
Course No. 9: run thence, westerly, along and around the arc of a curve, being concave southerly, and having a radius of 27.00 feet, through a central angle of 99°46'32" to the left, an arc distance of 47.00 feet, to the point of tangency of last said curve, said arc being subtended by a chord bearing and distance of North 64°21'38" West, 41.28 feet;
Course No. 10: run thence, South 63°47'22" West, along last said tangency, a distance of 35.64 feet, to a point;
Course No. 11: run thence, North 60°45'13" West, a distance of 46.00 feet, to a point;
Course No. 12: run thence, North 10°46'45" West, a distance of 15.93 feet, to a point;
Course No. 13: run thence, North 43°39'57" East, a distance of 18.00 feet, to the point of curvature, of a curve leading northwesterly;
Course No. 14: run thence, Northwesterly, along and around the arc of a curve, being concave westerly, and having a radius of 25.14 feet, through a central angle of 71°07'07" to the left, an arc distance of 31.20 feet, to the point of tangency of last said curve, said arc being subtended by a chord bearing and distance of North 07°45'39" East, a distance of 29.24 feet;
Course No. 15: run thence, North 31°58'14" West, along last said tangency, a distance of 62.40 feet, to a point;
Course No. 16: run thence, North 04°54'22" West, a distance of 12.89 feet, to a point;
Course No. 17: run thence, North 15°06'27" East, a distance of 73.07 feet, to a point;
Course No. 18: run thence, South 85°11'06" West, a distance of 7.37 feet, to a point;
Course No. 19: run thence, South 35°10'24" West, a distance of 13.90 feet, to a point;
Course No. 20: run thence, North 54°49'43" West, a distance of 16.38 feet, to a point;
Course No. 21: run thence, North 74°25'32" West, a distance of 21.23 feet, to a point on the aforesaid easterly Right of Way line of LONGLEAF PARKWAY; run thence, along the aforesaid easterly Right of Way line of LONGLEAF PARKWAY, the following two (2) Courses and Distances:

Course No. 1: run thence, South 35°10'21" West, a distance of 796.57 feet, to the point of curvature, of a curve leading southerly;
Course No. 2: run thence southerly, along and around the arc of a curve, being concave easterly, and having a radius of 1,135.00 feet, through a central angle of 01°52’43” to the left, an arc distance of 37.21 feet, to a point, last said arc being subtended by a chord bearing and distance of South 34°14’00” West, 37.21 feet; thence departing from aforesaid easterly Right of Way line of LONGLEAF PARKWAY, run the following forty-four (44) courses and distances:
Course No. 1: run thence, South 39°31’38” East, a distance of 95.44 feet, to a point;
Course No. 2: run thence, South 20°04’17” East, a distance of 23.59 feet, to a point;
Course No. 3: run thence, South 66°22’21” East, a distance of 55.52 feet, to a point;
Course No. 4: run thence, South 75°38’36” East, a distance of 88.02 feet, to a point;
Course No. 5: run thence, North 44°33’25” East, a distance of 31.09 feet, to a point;
Course No. 6: run thence, South 73°01’28” East, a distance of 32.05 feet, to a point;
Course No. 7: run thence, North 68°20’59” East, a distance of 44.36 feet, to a point;
Course No. 8: run thence, North 34°52’01” East, a distance of 34.02 feet, to a point;
Course No. 9: run thence, North 16°26’59” East, a distance of 63.84 feet, to a point;
Course No. 10: run thence, North 02°50’58” East, a distance of 54.85 feet, to a point;
Course No. 11: run thence, North 19°50’06” East, a distance of 192.04 feet, to a point;
Course No. 12: run thence, South 45°19’40” West, a distance of 220.69 feet, to a point;
Course No. 13: run thence, South 53°28’01” East, a distance of 307.94 feet, to a point;
Course No. 14: run thence South 38°54’02” West, a distance of 262.98 feet, to a point;
Course No. 15: run thence, South 62°26'40" East, a distance of 546.97 feet, to a point;
Course No. 16: run thence, South 84°14'30" East, a distance of 293.57 feet, to a point;
Course No. 17: run thence, North 38°21'30" East, a distance of 198.18 feet, to a point;
Course No. 18: run thence, South 78°55'42" East, a distance of 374.19 feet, to a point;
Course No. 19: run thence, South 70°08'51" East, a distance of 334.88 feet, to a point;

Course No. 20: run thence, South 82°37'22" East, a distance of 405.56 feet, to a point;
Course No. 21: run thence, North 56°48'12" East, a distance of 760.14 feet, to a point;
Course No. 22: run thence, South 46°49'47" East, a distance of 365.43 feet, to a point;
Course No. 23: run thence, South 08°21'43" East, a distance of 450.94 feet, to a point;
Course No. 24: run thence, South 19°21'42" East, a distance of 754.67 feet, to a point;
Course No. 25: run thence, South 35°33'27" East, a distance of 280.59 feet, to a point;
Course No. 26: run thence, South 77°40'11" East, a distance of 178.16 feet, to a point;
Course No. 27: run thence, North 24°47'28" West, a distance of 155.66 feet, to a point;
Course No. 28: run thence, North 33°07’50” East, a distance of 149.27 feet, to a point;
Course No. 29: run thence, North 82°41'58" East, a distance of 213.86 feet, to a point;
Course No. 30: run thence, South 38°23'17" East, a distance of 332.83 feet, to a point;
Course No. 31: run thence, North 83°17'12" East, a distance of 176.85 feet, to a point;
Course No. 32: run thence, North 03°17'30" East, a distance of 303.94 feet, to a point;
Course No. 33: run thence, North 27°42'41" West, a distance of 184.93 feet, to a point;
Course No. 34: run thence, North 53°31'56" West, a distance of 505.15 feet, to a point;
Course No. 35: run thence, North 29°20’18” West, a distance of 455.13 feet, to a point;
Course No. 36: run thence, North 12°00'41" East, a distance of 246.00 feet, to a point;
Course No. 37: run thence, North 56°00'07" East, a distance of 672.90 feet, to a point;
Course No. 38: run thence, South 74°42'42" East, a distance of 840.14 feet, to a point;
Course No. 39: run thence, South 37°10'19" East, a distance of 587.70 feet, to a point;
Course No. 40: run thence, South 71°09'39" East, a distance of 145.31 feet, to a point;
Course No. 41: run thence, North 86°27'14" East, a distance of 133.42 feet, to a point;
Course No. 42: run thence, South 75°15'23" East, a distance of 108.54 feet, to a point;

Course No. 43: run thence, South 82°55'52" East, a distance of 166.38 feet, to a point;
Course No. 44: run thence, South 58°52'20" East, a distance of 282.11 feet, to a point on the monumented easterly line of said Francis P. Fatio Grant, Section 39, Township 5 South, Range 27 East, St. Johns County, Florida; run thence along said easterly line of said Francis P. Fatio Grant, Section 39, (and also being the monumented westerly line of Section 28, Township 5 South, Range 27 East, and also being the monumented westerly line of COUNTRYSIDE, as shown on the plat thereof, recorded in Map Book 40, pages 1 through 16, of the Public Records of St. Johns, County, Florida); run thence, North 41°27’16” East, along last said line, a distance of 3,429.52 feet, to a point on the aforesaid northerly line of Rivertown, and also being the northerly line of “The Hallowes Tract”, situated in aforesaid Francis P. Fatio Grant, Section 39, Township 5 South, Range 27 East; run thence, along last said line, the following two (2) courses and distances:
Course No. 1: run thence, North 87°17’21” West, a distance of 5,275.53 feet, to a point;
Course No. 2: run thence, N 87°27’26” West, a distance of 560.74 feet, to a point, being the most northeasterly corner of BARTRAM TRAIL HIGH SCHOOL, as described in that instrument, recorded in Official Records Book 1400, page 1204, of the Public Records of St. Johns County, Florida; run thence, along the boundaries of aforesaid lands described and recorded in Official Records Book 1400, page 1204 of said Public Records, the following fifteen (15) courses and distances:
Course No. 1: run thence, South 29°55’50” East, a distance of 1,405.58 feet, to a point;
Course No. 2: run thence, South 27°50’21” West, a distance of 414.04 feet, to a point;
Course No. 3: run thence, South 49°06’30” West, a distance of 480.59 feet, to a point;
Course No. 4: run thence, South 48°52’37” West, a distance of 831.78 feet, to a point;
Course No. 5: run thence, North 82°37’22” West, a distance of 375.87 feet, to a point;
Course No. 6: run thence, North 66°18’34” West, a distance of 290.82 feet, to a point;
Course No. 7: run thence, North 37°49’12” West, a distance of 138.56 feet, to a point;
Course No. 8: run thence, South 83°31’47” West, a distance of 438.97 feet, to a point;
Course No. 9: run thence, North 50°01’20” West, a distance of 672.15 feet, to a point;
Course No. 10: run thence, North 24°04’44” East, a distance of 767.51 feet, to a point;
Course No. 11: run thence, North 06°15’54” West, a distance of 461.02 feet, to a point;

Course No. 12: run thence, North 43°43’33” West, a distance of 242.38 feet, to a point;
Course No. 13: run thence, North 29°41’23” West, a distance of 105.05 feet, to a point;
Course No. 14: run thence, North 22°50’52” East, a distance of 170.75 feet, to a point;
Course No. 15: run thence, North 46°48’23” East, a distance of 414.48 feet, to a point on the aforesaid northerly line of ““The Hallowes Tract”, situated in aforesaid Francis P. Fatio Grant, Section 39, Township 5 South, Range 27 East, and also being the northwesterly corner of said BARTRAM TRAIL HIGH SCHOOL; run thence North 87°27’26” West, along the northerly line of said “Hallowes Tract”, Section 39, a distance of 211.53 feet, to a point on the easterly Right of Way line of LONGLEAF PARKWAY, and the POINT OF BEGINNING.

The lands thus described contains 12,416,635 square feet, or 285.04 Acres, more or less, in area.

LESS AND EXCPET THE FOLLOWING PLATS:

Plat of RIVERTOWN MAIN STREET DISTRICT-SECTION 1, as recorded in Map Book 63, pages 36 through 46 of the Public Records of St. Johns County.
Plat of RIVERTOWN MAIN STREET DISTRICT-SECTION 2, as recorded in Map Book 64, pages 28 through 37 of the Public Records of St. Johns County.
Plat of RIVERTOWN MAIN STREET DISTRICT-SECTION 2-A, as recorded in Map Book 66, pages 41 through 44 of the Public Records of St. Johns County.
Plat of RIVERTOWN LAKES UNIT 1, as recorded in Map Book 69, pages 100 through 107 of the Public Records of St. Johns County.
Plat of RIVERTOWN LAKES UNIT 2, as recorded in Map Book 67, pages 8 through 13 of the Public Records of St. Johns County.
Plat of RIVERTOWN BOULEVARD and KENDALL CROSSING DRIVE EXTENSION, as recorded in Map Book 67, pages 33 through 35 of the Public Records of St. Johns County.
Plat of RIVERTOWN LANDINGS, as recorded in Map Book 69, pages 20 through 39 of the Public Records of St. Johns County.

May 3, 2018  11:11 am  Prepared by DBC Finance	(Finance 8.000 Rivers Edge 2018 FINAL:2018-2018) Page 4

BOND PRICING

Rivers Edge Community Development District Capital Improvement Revenue Bonds, Series 2018 (St. Johns County, Florida)
FINAL NUMBERS
Pricing Date:

Bond Component	Maturity Date	
CUSIP	
Amount	
Rate	
Yield	
Price	
Term Bond 2023:	
05/01/2023	
76881X AF8	
450,000	
4.100%	
4.100%	
100.000	
Term Bond 2028:	
05/01/2028	
76881X AG6	
685,000	
4.800%	
4.800%	
100.000	
Term Bond 2038:	
05/01/2038	
76881X AH4	
2,025,000	
5.200%	
5.200%	
100.000	
Term Bond 2049:	
05/01/2049	
76881X AJ0	
3,890,000	
5.350%	
5.350%	
100.000	
			7,050,000				

Dated Date	
05/17/2018		
Delivery Date	05/17/2018		
First Coupon	11/01/2018		
Par Amount
Original Issue Discount	7,050,000.00		
Production	7,050,000.00	100.000000%	
Underwriter's Discount	-141,000.00	-2.000000%	
Purchase Price Accrued Interest	6,909,000.00	98.000000%	
Net Proceeds	6,909,000.00		

May 3, 2018  11:11 am  Prepared by DBC Finance	(Finance 8.000 Rivers Edge 2018 FINAL:2018-2018) Page 9

FORM 8038 STATISTICS

Rivers Edge Community Development District Capital Improvement Revenue Bonds, Series 2018 (St. Johns County, Florida)
FINAL NUMBERS
Pricing Date:

Dated Date	05/17/2018
Delivery Date	05/17/2018

Bond Component	
Date	
Principal	
Coupon	
Price	
Issue Price	Redemption at Maturity	
Term Bond 2023:	
05/01/2020	
105,000.00	
4.100%	
100.000	
105,000.00	
105,000.00	
	05/01/2021	110,000.00	4.100%	100.000	110,000.00	110,000.00	
	05/01/2022	115,000.00	4.100%	100.000	115,000.00	115,000.00	
	05/01/2023	120,000.00	4.100%	100.000	120,000.00	120,000.00	
Term Bond 2028:	
05/01/2024	
125,000.00	
4.800%	
100.000	
125,000.00	
125,000.00	
	05/01/2025	130,000.00	4.800%	100.000	130,000.00	130,000.00	
	05/01/2026	135,000.00	4.800%	100.000	135,000.00	135,000.00	
	05/01/2027	145,000.00	4.800%	100.000	145,000.00	145,000.00	
	05/01/2028	150,000.00	4.800%	100.000	150,000.00	150,000.00	
Term Bond 2038:	
05/01/2029	
160,000.00	
5.200%	
100.000	
160,000.00	
160,000.00	
	05/01/2030	165,000.00	5.200%	100.000	165,000.00	165,000.00	
	05/01/2031	175,000.00	5.200%	100.000	175,000.00	175,000.00	
	05/01/2032	185,000.00	5.200%	100.000	185,000.00	185,000.00	
	05/01/2033	195,000.00	5.200%	100.000	195,000.00	195,000.00	
	05/01/2034	205,000.00	5.200%	100.000	205,000.00	205,000.00	
	05/01/2035	215,000.00	5.200%	100.000	215,000.00	215,000.00	
	05/01/2036	230,000.00	5.200%	100.000	230,000.00	230,000.00	
	05/01/2037	240,000.00	5.200%	100.000	240,000.00	240,000.00	
	05/01/2038	255,000.00	5.200%	100.000	255,000.00	255,000.00	
Term Bond 2049:	
05/01/2039	
265,000.00	
5.350%	
100.000	
265,000.00	
265,000.00	
	05/01/2040	280,000.00	5.350%	100.000	280,000.00	280,000.00	
	05/01/2041	295,000.00	5.350%	100.000	295,000.00	295,000.00	
	05/01/2042	315,000.00	5.350%	100.000	315,000.00	315,000.00	
	05/01/2043	330,000.00	5.350%	100.000	330,000.00	330,000.00	
	05/01/2044	350,000.00	5.350%	100.000	350,000.00	350,000.00	
	05/01/2045	370,000.00	5.350%	100.000	370,000.00	370,000.00	
	05/01/2046	390,000.00	5.350%	100.000	390,000.00	390,000.00	
	05/01/2047	410,000.00	5.350%	100.000	410,000.00	410,000.00	
	05/01/2048	430,000.00	5.350%	100.000	430,000.00	430,000.00	
	05/01/2049	455,000.00	5.350%	100.000	455,000.00	455,000.00	
		7,050,000.00			7,050,000.00	7,050,000.00	

	
Maturity Date	
Interest
Rate	
Issue Price	Stated Redemption at Maturity	Weighted Average Maturity	

Yield	
Final Maturity	05/01/2049	5.350%	455,000.00	455,000.00			
Entire Issue			7,050,000.00	7,050,000.00	20.1875	5.2601%	

May 3, 2018  11:11 am  Prepared by DBC Finance	(Finance 8.000 Rivers Edge 2018 FINAL:2018-2018) Page 10

FORM 8038 STATISTICS

Rivers Edge Community Development District Capital Improvement Revenue Bonds, Series 2018 (St. Johns County, Florida)
FINAL NUMBERS
Pricing Date:

Proceeds used for accrued interest	0.00	
Proceeds used for bond issuance costs (including underwriters' discount)	337,000.00	
Proceeds used for credit enhancement	0.00	
Proceeds allocated to reasonably required reserve or replacement fund	117,511.25	

May 3, 2018  11:11 am  Prepared by DBC Finance	(Finance 8.000 Rivers Edge 2018 FINAL:2018-2018) Page 1

SOURCES AND USES OF FUNDS

Rivers Edge Community Development District Capital Improvement Revenue Bonds, Series 2018 (St. Johns County, Florida)
FINAL NUMBERS
Pricing Date:

Sources:
Bond Proceeds:
Par Amount	7,050,000.00
7,050,000.00

Uses:		
Project Fund Deposits: Project Fund	
6,064,582.14	
Other Fund Deposits:
Debt Serive Reserve Fund @ 25% of MADS	
117,511.25	
Capitalized Interest Fund	 	530,906.61	
	648,417.86	
Delivery Date Expenses: Cost of Issuance	
196,000.00	
Underwriter's Discount	 	141,000.00	
	337,000.00	
	7,050,000.00	

Note: Call feature: 5/1/2028 @ 100

May 3, 2018  11:11 am  Prepared by DBC Finance	(Finance 8.000 Rivers Edge 2018 FINAL:2018-2018) Page 2

BOND SUMMARY STATISTICS

Rivers Edge Community Development District Capital Improvement Revenue Bonds, Series 2018 (St. Johns County, Florida)
FINAL NUMBERS
Pricing Date:

Dated Date	05/17/2018	
Delivery Date	05/17/2018	
Last Maturity	05/01/2049	
Arbitrage Yield	5.260097%	
True Interest Cost (TIC)	5.433479%	
Net Interest Cost (NIC)	5.379973%	
All-In TIC	5.683744%	
Average Coupon	5.280901%	
Average Life (years)	20.187	
Duration of Issue (years)	11.904	
Par Amount	7,050,000.00	
Bond Proceeds	7,050,000.00	
Total Interest	7,515,866.61	
Net Interest	7,656,866.61	
Total Debt Service	14,565,866.61	
Maximum Annual Debt Service	470,045.00	
Average Annual Debt Service	470,541.28	
Underwriter's Fees (per $1000) Average Takedown
Other Fee	

20.000000	
Total Underwriter's Discount	20.000000	
Bid Price	98.000000	

Bond Component	Par Value	
Price	Average Coupon	Average
Life	
Term Bond 2023	450,000.00	100.000	4.100%	3.511	
Term Bond 2028	685,000.00	100.000	4.800%	8.050	
Term Bond 2038	2,025,000.00	100.000	5.200%	15.889	
Term Bond 2049	3,890,000.00	100.000	5.350%	26.492	
	7,050,000.00			20.187	

May 3, 2018  11:11 am  Prepared by DBC Finance	(Finance 8.000 Rivers Edge 2018 FINAL:2018-2018) Page 3

BOND SUMMARY STATISTICS

Rivers Edge Community Development District Capital Improvement Revenue Bonds, Series 2018 (St. Johns County, Florida)
FINAL NUMBERS
Pricing Date:

TIC		All-In TIC		Arbitrage
Yield	
Par Value
+ Accrued Interest
+ Premium (Discount)
- Underwriter's Discount	7,050,000.00

-141,000.00		7,050,000.00

-141,000.00		7,050,000.00	
Cost of Issuance Expense
Other Amounts			-196,000.00			
Target Value	6,909,000.00		6,713,000.00		7,050,000.00	
Target Date	05/17/2018		05/17/2018		05/17/2018	
Yield	5.433479%		5.683744%		5.260097%	

May 3, 2018  11:11 am  Prepared by DBC Finance	(Finance 8.000 Rivers Edge 2018 FINAL:2018-2018) Page 4

BOND PRICING

Rivers Edge Community Development District Capital Improvement Revenue Bonds, Series 2018 (St. Johns County, Florida)
FINAL NUMBERS
Pricing Date:

Bond Component	Maturity Date	
CUSIP	
Amount	
Rate	
Yield	
Price	
Term Bond 2023:	
05/01/2023	
76881X AF8	
450,000	
4.100%	
4.100%	
100.000	
Term Bond 2028:	
05/01/2028	
76881X AG6	
685,000	
4.800%	
4.800%	
100.000	
Term Bond 2038:	
05/01/2038	
76881X AH4	
2,025,000	
5.200%	
5.200%	
100.000	
Term Bond 2049:	
05/01/2049	
76881X AJ0	
3,890,000	
5.350%	
5.350%	
100.000	
			7,050,000				

Dated Date	
05/17/2018		
Delivery Date	05/17/2018		
First Coupon	11/01/2018		
Par Amount
Original Issue Discount	7,050,000.00		
Production	7,050,000.00	100.000000%	
Underwriter's Discount	-141,000.00	-2.000000%	
Purchase Price Accrued Interest	6,909,000.00	98.000000%	
Net Proceeds	6,909,000.00		

May 3, 2018  11:11 am  Prepared by DBC Finance	(Finance 8.000 Rivers Edge 2018 FINAL:2018-2018) Page 5

COST OF ISSUANCE

Rivers Edge Community Development District Capital Improvement Revenue Bonds, Series 2018 (St. Johns County, Florida)
FINAL NUMBERS
Pricing Date:

Cost of Issuance	$/1000	Amount	
Bond Counsel	7.09220	50,000.00	
District Counsel	5.67376	40,000.00	
Trustee	0.81560	5,750.00	
Trustee's Counsel	0.74468	5,250.00	
Engineer	1.77305	12,500.00	
District Manager	2.12766	15,000.00	
Assessment Consultant	2.83688	20,000.00	
Underwriter's Counsel	5.31915	37,500.00	
Dissemination Agent	0.70922	5,000.00	
Electronic Distribution	0.21277	1,500.00	
Contingency	0.49645	3,500.00	
	27.80142	196,000.00	

May 3, 2018  11:11 am  Prepared by DBC Finance	(Finance 8.000 Rivers Edge 2018 FINAL:2018-2018) Page 6

BOND DEBT SERVICE

Rivers Edge Community Development District Capital Improvement Revenue Bonds, Series 2018 (St. Johns County, Florida)
FINAL NUMBERS
Pricing Date:

Period Ending	
Principal	
Coupon	
Interest	
Debt Service	Annual Debt Service	
11/01/2018			166,161.61	166,161.61	166,161.61	
05/01/2019			182,372.50	182,372.50		
11/01/2019			182,372.50	182,372.50	364,745.00	
05/01/2020	105,000	4.100%	182,372.50	287,372.50		
11/01/2020			180,220.00	180,220.00	467,592.50	
05/01/2021	110,000	4.100%	180,220.00	290,220.00		
11/01/2021			177,965.00	177,965.00	468,185.00	
05/01/2022	115,000	4.100%	177,965.00	292,965.00		
11/01/2022			175,607.50	175,607.50	468,572.50	
05/01/2023	120,000	4.100%	175,607.50	295,607.50		
11/01/2023			173,147.50	173,147.50	468,755.00	
05/01/2024	125,000	4.800%	173,147.50	298,147.50		
11/01/2024			170,147.50	170,147.50	468,295.00	
05/01/2025	130,000	4.800%	170,147.50	300,147.50		
11/01/2025			167,027.50	167,027.50	467,175.00	
05/01/2026	135,000	4.800%	167,027.50	302,027.50		
11/01/2026			163,787.50	163,787.50	465,815.00	
05/01/2027	145,000	4.800%	163,787.50	308,787.50		
11/01/2027			160,307.50	160,307.50	469,095.00	
05/01/2028	150,000	4.800%	160,307.50	310,307.50		
11/01/2028			156,707.50	156,707.50	467,015.00	
05/01/2029	160,000	5.200%	156,707.50	316,707.50		
11/01/2029			152,547.50	152,547.50	469,255.00	
05/01/2030	165,000	5.200%	152,547.50	317,547.50		
11/01/2030			148,257.50	148,257.50	465,805.00	
05/01/2031	175,000	5.200%	148,257.50	323,257.50		
11/01/2031			143,707.50	143,707.50	466,965.00	
05/01/2032	185,000	5.200%	143,707.50	328,707.50		
11/01/2032			138,897.50	138,897.50	467,605.00	
05/01/2033	195,000	5.200%	138,897.50	333,897.50		
11/01/2033			133,827.50	133,827.50	467,725.00	
05/01/2034	205,000	5.200%	133,827.50	338,827.50		
11/01/2034			128,497.50	128,497.50	467,325.00	
05/01/2035	215,000	5.200%	128,497.50	343,497.50		
11/01/2035			122,907.50	122,907.50	466,405.00	
05/01/2036	230,000	5.200%	122,907.50	352,907.50		
11/01/2036			116,927.50	116,927.50	469,835.00	
05/01/2037	240,000	5.200%	116,927.50	356,927.50		
11/01/2037			110,687.50	110,687.50	467,615.00	
05/01/2038	255,000	5.200%	110,687.50	365,687.50		
11/01/2038			104,057.50	104,057.50	469,745.00	
05/01/2039	265,000	5.350%	104,057.50	369,057.50		
11/01/2039			96,968.75	96,968.75	466,026.25	
05/01/2040	280,000	5.350%	96,968.75	376,968.75		
11/01/2040			89,478.75	89,478.75	466,447.50	
05/01/2041	295,000	5.350%	89,478.75	384,478.75		
11/01/2041			81,587.50	81,587.50	466,066.25	
05/01/2042	315,000	5.350%	81,587.50	396,587.50		
11/01/2042			73,161.25	73,161.25	469,748.75	
05/01/2043	330,000	5.350%	73,161.25	403,161.25		
11/01/2043			64,333.75	64,333.75	467,495.00	
05/01/2044	350,000	5.350%	64,333.75	414,333.75		

May 3, 2018  11:11 am  Prepared by DBC Finance	(Finance 8.000 Rivers Edge 2018 FINAL:2018-2018) Page 7

BOND DEBT SERVICE

Rivers Edge Community Development District Capital Improvement Revenue Bonds, Series 2018 (St. Johns County, Florida)
FINAL NUMBERS
Pricing Date:

Period Ending	
Principal	
Coupon	
Interest	
Debt Service	Annual Debt Service	
11/01/2044			54,971.25	54,971.25	469,305.00	
05/01/2045	370,000	5.350%	54,971.25	424,971.25		
11/01/2045			45,073.75	45,073.75	470,045.00	
05/01/2046	390,000	5.350%	45,073.75	435,073.75		
11/01/2046			34,641.25	34,641.25	469,715.00	
05/01/2047	410,000	5.350%	34,641.25	444,641.25		
11/01/2047			23,673.75	23,673.75	468,315.00	
05/01/2048	430,000	5.350%	23,673.75	453,673.75		
11/01/2048			12,171.25	12,171.25	465,845.00	
05/01/2049	455,000	5.350%	12,171.25	467,171.25		
11/01/2049					467,171.25	
	7,050,000		7,515,866.61	14,565,866.61	14,565,866.61	

FOURTH ORDER OF BUSINESS

This space reserved for use by the Clerk of
the Circuit Court

This Instrument Prepared by and return to:

Jennifer Kilinski, Esq.
HOPPING GREEN & SAMS, P.A.
Post Office Box 6526 Tallahassee, Florida 32314

RIVERS EDGE COMMUNITY DEVELOPMENT DISTRICT’S NOTICE OF SERIES 2018 SPECIAL ASSESSMENTS

PLEASE TAKE NOTICE that the Board of Supervisors of the Rivers Edge Community Development District ("District") in accordance with Chapters 170, 190 and 197, Florida Statutes, adopted Resolution Numbers 2016-02, 2016-03, 2016-05 and 2018-06 (“2018 Assessment Resolutions”) providing for, levying and setting forth the terms of non-ad valorem special assessments on real property within the boundaries of the District that are specially benefitted by the 2018 Project (hereinafter defined) for improvements described in the District’s adopted Amended and Restated Master Improvement Plan, dated April 2, 2018 (“Master Engineer’s Report”), as supplemented by the Engineer's Report Series 2018 Bonds, dated April 2, 2018 (“2018 Engineer’s Report”, and as it relates to the project provided for therein, “2018 Project”). To finance a portion of the costs of the 2018 Project, the District issued its $7,050,000 Rivers Edge Community Development District Capital Improvement Revenue Bonds, Series 2018, which are secured by the non-ad valorem assessments levied by the 2018 Assessment Resolutions (“2018 Assessments”). The legal description of the lands on which said 2018 Assessments are imposed is attached to this Notice as Exhibit A. As provided in the 2018 Assessment Resolutions, the 2018 Assessments do not apply to governmental properties

1

dedicated by plat, including right-of-ways or common areas. Copies of the 2018 Engineer’s Report and the 2018 Assessment Resolutions may be obtained by contacting the District at:
Rivers Edge Community Development District c/o Governmental Management Services, LLC 475 West Town Place, Suite 114
St. Augustine, Florida 32092 Phone: 904-940-5850

The 2018 Assessments provided for in the 2018 Assessment Resolutions were legally and validly determined and levied in accordance with all applicable requirements of Florida law, and the 2018 Assessments constitute and will at all relevant times in the future constitute, legal, valid, and binding first liens on the land against which assessed until paid, coequal with the lien of all state, county, district, and municipal taxes, and superior in dignity to all other liens, titles, and claims.
The District is a special purpose form of local government established pursuant to and governed by Chapter 190, Florida Statutes. Pursuant to Section 190.048, Florida Statutes, you are hereby notified that: THE RIVERS EDGE COMMUNITY DEVELOPMENT DISTRICT MAY IMPOSE AND LEVY TAXES OR ASSESSMENTS, OR BOTH TAXES AND ASSESSMENTS, ON THIS PROPERTY. THESE TAXES AND ASSESSMENTS PAY THE CONSTRUCTION, OPERATION, AND MAINTENANCE COSTS OF CERTAIN PUBLIC FACILITIES AND SERVICES OF THE DISTRICT AND ARE SET ANNUALLY BY THE GOVERNING BOARD OF THE DISTRICT. THESE TAXES AND ASSESSMENTS ARE IN ADDITION TO COUNTY AND OTHER LOCAL GOVERNMENTAL TAXES AND ASSESSMENTS AND ALL OTHER TAXES AND ASSESSMENTS PROVIDED FOR BY LAW.
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IN  WITNESS  WHEREOF,  this  Notice  has  been  executed  as  of  the 	day of

 	, 2018, and recorded in the Official Records of St. Johns County, Florida.

Witness

RIVERS EDGE COMMUNITY DEVELOPMENT DISTRICT

Print Name

By:	 Chairman, Board of Supervisors

Witness

Print Name

STATE OF FLORIDA
COUNTY OF  	

The foregoing instrument was acknowledged before me this        day of 	, 2018, by 	, Chairman of the Board of Supervisors of the Rivers Edge Community Development District, who is personally known to me and did take the oath.

Notary Public, State of Florida

Print Name: 	

Commission No.: 	

My Commission Expires:  	

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EXHIBIT A

RiverTown
2018 RECDD Parcel Legal Description

A parcel of land, being a portion of the Francis P. Fatio Grant, Section 39, Township 5 South, Range 27 East, and in the Francis P. Fatio Grant, Section 44, Township 5 South, Range 26 East, St. Johns County, Florida, said parcel of land being more particularly described as follows:
For a POINT OF BEGINNING, BEGIN at the most northwesterly corner of "Tract C-1" (Conservation Tract), as shown on the plat of "ENCLAVE AT RIVERTOWN PHASE TWO-A", as shown on the plat thereof, recorded in Map Book 83, pages 10 through 31, inclusively of the public records of St. Johns County, Florida said point lying on the northerly boundary of the "Rivertown PUD", (and also being the southerly line of those lands described and recorded in Official Records Book 702, page 989 of said Public Records), and run thence, along the aforesaid northerly line of "Rivertown PUD", (and also being the southerly line of said lands described and recorded in Official Records Book 702, page 989 of said Public Records), run the following two (2) courses and distances:
Course No. 1: run thence, South 75°52’24” West, a distance of 3,355.85 feet, to a point;
Course No. 2: run thence, North 77°09’41” West, a distance of 292.71 feet, to a point; run thence, the following forty-six (46) courses and distances:
Course No. 1: run thence, South 24°05'46" West, a distance of 1,005.35 feet, to a point; Course No. 2: run thence, South 00°29'55" West, a distance of 449.33 feet, to a point; Course No. 3: run thence, South 11°21'40" West, a distance of 379.59 feet, to a point; Course No. 4: run thence, South 59°12'52" West, a distance of 671.93 feet, to a point;
Course No. 5: run thence, South 63°31'14" East, a distance of 448.92 feet, to a point, on the arc of a curve, leading southeasterly;
Course No. 6: run thence, southeasterly, along and around the arc of a curve, being concave northeasterly, and having a radius of 300.00 feet, through a central angle of 33°05'48" to the left, an arc distance of 173.29 feet, to the point of tangency, of last said curve, said arc being subtended by a chord bearing and distance of South 80°04'08" East, 170.90 feet;
Course No. 7: run thence, North 83°22'57" East, along last said tangency, a distance of 232.62 feet, to the point of curvature, of a curve, leading northeasterly;
Course No. 8: run thence, northeasterly, along and around the arc of a curve, being concave northwesterly, and having a radius of 300.00 feet, through a central angle of 30°06'17" to the left, an arc distance of 157.63 feet, to the point of tangency, of last said curve, said arc being subtended by a chord bearing and distance of North 68°15'57" East, 155.82 feet;
Course No. 9: run thence, North 53°12'48" East, along last said tangency, a distance of 902.30 feet, to the point of curvature, of a curve, leading northeasterly;
Course No. 10: run thence, northeasterly, along and around the arc of a curve, being concave southerly, and having a radius of 550.00 feet, through a central angle of 54°13'27" to the right, an arc distance of 520.51 feet, to the point of tangency, of last said curve, said arc being subtended by a chord bearing and distance of North 80°19'31" East,
501.31 feet;
Course No. 11: run thence, South 72°33'45" East, along last said tangency, a distance of 142.76 feet, to a point; Course No. 12: run thence, South 17°26'15" West, a distance of 100.00 feet, to a point;
Course No. 13: run thence, South 32°32'33" West, a distance of 64.88 feet, to a point; Course No. 14: run thence, South 48°52'26" West, a distance of 89.32 feet, to a point; Course No. 15: run thence, South 12°31'09" East, a distance of 86.15 feet, to a point; Course No. 16: run thence, South 15°52'52" West, a distance of 54.18 feet, to a point; Course No. 17: run thence, North 83°22'53" West, a distance of 81.94 feet, to a point; Course No. 18: run thence, South 57°44'09" West, a distance of 31.24 feet, to a point; Course No. 19: run thence, South 03°39'53" East, a distance of 29.87 feet, to a point; Course No. 20: run thence, South 06°18'56" West, a distance of 91.70 feet, to a point; Course No. 21: run thence, South 10°27'23" East, a distance of 49.55 feet, to a point; Course No. 22: run thence, South 54°43'22" West, a distance of 17.02 feet, to a point; Course No. 23: run thence, South 87°11'45" West, a distance of 83.24 feet, to a point; Course No. 24: run thence, North 51°09'39" West, a distance of 40.25 feet, to a point;

4

Course No. 25: run thence, North 27°13'03" West, a distance of 33.80 feet, to a point; Course No. 26: run thence, North 37°53'50" East, a distance of 57.84 feet, to a point; Course No. 27: run thence, North 39°27'54" West, a distance of 83.19 feet, to a point; Course No. 28: run thence, North 13°21'39" West, a distance of 20.73 feet, to a point; Course No. 29: run thence, North 22°47'49" West, a distance of 66.10 feet, to a point; Course No. 30: run thence, North 43°13'12" West, a distance of 41.54 feet, to a point;
Course No. 31: run thence, North 12°50'15" West, a distance of 55.19 feet, to the point of curvature, of a curve, leading northwesterly;
Course No. 32; run thence, northwesterly, along and around the arc of a curve, being concave southwesterly, and having a radius of 15.00 feet, through a central angle of 77°25'58" to the left, an arc distance of 20.27 feet, to the point of tangency, of last said curve, last said arc being subtended by a chord bearing and distance of North 51°33'14" West, 18.76 feet;
Course No. 33: run thence, South 89°43'48" West, along last said tangency, a distance of 31.94 feet, to a point; Course No. 34: run thence, North 61°08'37" West, a distance of 47.41 feet, to the point of curvature, of a curve,
leading westerly;
Course No. 35: run thence, westerly, along and around the arc of a curve, being concave southerly, and having a radius of 15.00, through a central angle of 69°43'18" to the left, an arc distance of 18.25 feet, to the point of tangency of last said curve, said arc being subtended by a chord bearing and distance of South 83°59'44" West,
17.15 feet;
Course No. 36: run thence, South 49°08'05" West, along last said tangency, a distance of 60.87 feet, to a point; Course No. 37: run thence, South 80°21'55" West, a distance of 25.62 feet, to a point;
Course No. 38: run thence, South 59°11'39" West, a distance of 32.41 feet, to a point; Course No. 39: run thence, South 33°27'03" West, a distance of 24.29 feet, to a point; Course No. 40: run thence, South 75°04'23" West, a distance of 99.94 feet, to a point;
Course No. 41: run thence, South 53°12'48" West, a distance of 541.61 feet, to the point of curvature, of a curve, leading southerly;
Course No. 42: run thence, southerly, along and around the arc of a curve, being concave easterly, and having a radius of 20.00 feet, through a central angle of 90°00'00" to the left, an arc distance of 31.42 feet, to the point of tangency of last said curve, said arc being subtended by a chord bearing and distance of South 08°12'48" West,
28.28 feet;
Course No. 43: run thence, South 36°47'12" East, a distance of 133.10 feet, to the point of curvature, of a curve, leading southeasterly;
Course No. 44: run thence, southeasterly, along and around the arc of a curve, being concave southwesterly, and having a radius of 400.00 feet, through a central angle of 30°28'12" to the right, an arc distance of 212.72 feet, to the point of tangency, of last said curve, said arc being subtended by a chord bearing and distance of South 21°33'06" East, 210.22 feet;
Course No. 45: run thence, South 06°18'59" East, along last said tangency, a distance of 702.14 feet, to the point of curvature, of a curve, leading southwesterly;
Course No. 46: run thence, southwesterly, along and around the arc of a curve, being concave northwesterly, and having a radius of 300.00 feet, through a central angle of 55°35'57" to the right, an arc distance of 291.12 feet, to the point of tangency, of last said curve, said arc being subtended by a chord bearing and distance of South 21°28'59" West, 279.83 feet; run thence, the following eight (8) courses and distances:
Course No. 1: run thence, South 66°25'35" East, a distance of 166.24 feet, to a point; Course No. 2: run thence, North 74°22'09" East, a distance of 352.55 feet, to a point; Course No. 3: run thence, North 57°06'17" East, a distance of 418.79 feet, to a point; Course No. 4: run thence, North 09°49'20" East, a distance of 376.29 feet, to a point; Course No. 5: run thence, North 10°03'28" East, a distance of 441.65 feet, to a point; Course No. 6: run thence, South 73°17'23" East, a distance of 147.50 feet, to a point; Course No. 7: run thence, South 66°58'24" East, a distance of 1,179.42 feet, to a point;
Course No. 8: run thence, South 67°07'17" East, a distance of 908.70 feet, to a point, on the westerly boundary of "Tract C-4", (Conservation), as shown on the plat of "RIVERTOWN-GARDEN DISTRICT-SECTION 1", as shown on the plat thereof, as recorded in Map Book 64, pages 38 through 46 of the Public Records of said St. Johns County, Florida; run thence, North 10°17'35" East, along the westerly line of said "Tract C-47", (Conservation) a distance of 418.16 feet, to the Northwest corner of aforesaid "Tract C-4", (Conservation); run thence, the following four (4) courses and distances:
Course No. 1: run thence, North 10°00'06" East, a distance of 854.12 feet, to a point;

5

Course No. 2: run thence, North 74°22'09" East, a distance of 352.55 feet, to a point; Course No. 3: run thence, North 57°06'17" East, a distance of 418.79 feet, to a point; Course No. 4: run thence, North 09°49'20" East, a distance of 376.29 feet, to a point; Course No. 5: run thence, North 10°03'28" East, a distance of 441.65 feet, to a point; Course No. 6: run thence, South 73°17'23" East, a distance of 147.50 feet, to a point; Course No. 7: run thence, South 66°58'24" East, a distance of 1,179.42 feet, to a point;
Course No. 8: run thence, South 67°07'17" East, a distance of 908.70 feet, to a point, on the westerly boundary of "Tract C-4", (Conservation), as shown on the plat of "RIVERTOWN-GARDEN DISTRICT-SECTION 1", as shown on the plat thereof, as recorded in Map Book 64, pages 38 through 46 of the Public Records of said St. Johns County, Florida; run thence, North 10°17'35" East, along the westerly line of said "Tract C-47", (Conservation) a distance of 418.16 feet, to the Northwest corner of aforesaid "Tract C-4", (Conservation); run thence, the following four (4) courses and distances:
Course No. 1: run thence, North 10°00'06" East, a distance of 854.12 feet, to a point; Course No. 2: run thence, North 03°17'58" East, a distance of 682.55 feet, to a point; Course No. 3: run thence, North 03°21'53" West, a distance of 972.07 feet, to a point;
Course No. 4: run thence, North 06°47'52" East, a distance of 1,192.27 feet, to the aforesaid most northwesterly corner of "Tract C-1" (Conservation Tract), as shown on the plat of "ENCLAVE AT RIVERTOWN PHASE TWO- A", as shown on the plat thereof, recorded in Map Book 83, pages 10 through 31, inclusively of the public records of St. Johns County, Florida, and the POINT OF BEGINNING.

The lands thus described contains 12,006,314 square feet, or 275.62 Acres, more or less, in area.

6

FIFTH ORDER OF BUSINESS

Minutes of Meeting Rivers Edge
Community Development District

The regular meeting of the Board of Supervisors of the Rivers Edge Community Development District was held Wednesday, April 11, 2018 at 11:00 a.m. at the Rivertown Amenity Center, 156 Landing Street, St. Johns, Florida.

Present and constituting a quorum were:

Jason Sessions	Chairman
Tara Jinks	Vice Chair
Judy Long	Supervisor
Charles Oates	Supervisor
Rick Egger	Supervisor by telephone Also present were:
Jim Perry	District Manager
Jennifer Kilinski	District Counsel
Jennings Cooksey	Hopping Green & Sams
Ryan Stillwell	District Engineer
Ernesto Torres	GMS
Dan Fagan	Vesta
Robert Beladi	Vesta
Jason Davidson	Vesta
Marcy Pollicino	Vesta
D.J. Smith	Mattamy
Brett Sealy	MBS Capital Markets
Cynthia Wilhelm	Nabors Giblin Nickerson by telephone

The following is a summary of the minutes and actions taken at the April 11, 2018 meeting. A copy of the proceedings can be obtained by contacting the District Manager.

FIRST ORDER OF BUSINESS	Roll Call
Mr. Perry called the meeting to order at 11:00 a.m. and called the roll.

SECOND ORDER OF BUSINESS	Audience Comments

April 11, 2018	Rivers Edge CDD

Mr. Neal Barker asked we were wondering if pickleball lines could be painted on the basketball court so it could be multi-used.
Mr. Sessions stated I don’t have an answer. This is the first I have heard about this. That will be the only basketball court and my concern would be the conflicting uses of it.
Mr. Fagan stated we can look into it, it would need to be enclosed for pickleball.
A resident stated it might be older people who might use it in the daytime and we would give basketball the first shot at it.
Mr. Sessions stated you would probably play more in the mornings and they would play more in the afternoons. That is something we will need to consider and talk about internally and that is on CDD property, Mattamy is paying for it so we will need to look at it. It doesn’t need to be addressed at a future CDD meeting we just need to make a decision on it.

THIRD ORDER OF BUSINESS	Organizational Matters
Acceptance of Resignation of Jason Beard

On MOTION by Mr. Session seconded by Mr. Oates with all in favor Jason Beard’s resignation was accepted.

Consideration of Appointing a New Supervisor to Fill the Unexpired Term (11/2018)

On MOTION by Mr. Sessions seconded by Mr. Oates with all in favor Tara Jinks was appointed to fill the unexpired term of office.

Oath of Office of Newly Appointed Supervisor
Mr. Perry being a notary public of the State of Florida administered the oath of office to Tara Jinks.
Mr. Perry stated after the meeting I will have you sign this oath and we have documents for you to complete. There will be a W-4, form1 statement of financial interest that you will  need to complete and file with the supervisor of elections in the county in which you reside within 30 days. They will fine you on a daily basis if you don’t complete the form. After that is  a short synopsis of community development districts, which is a Q&A, it goes over Chapter 190,
We will also provide a guide to the sunshine amendment. You are a public official and as

2

April 11, 2018	Rivers Edge CDD

such anything that may come before this board has to be discussed in a public meeting. You can talk to Jason about any manner of things other than if we are talking about striping the tennis courts you can’t talk to him about that item that might come before the board as a vote. The  other thing to keep in mind is that all of the documents you get during a regular meeting we maintain copies and if you decide to maintain copies of your own or make notes or whatever, we ask that you file them separately in your office or home and don’t comingle those items with your personnel records and information in case we have a public records request you will have all that information in a folder and your other records are not subject to that public records request.
Ms. Kilinski stated after the meeting I will go over some of the items that Jim is giving
you.

Consideration of Resolution 2018-03
Mr. Perry stated the current officers are: Mr. Sessions is chairman, Rick Egger is an assistant secretary, Judy Long is an assistant secretary, Charles Oates is an assistant secretary, I am secretary and assistant treasurer, Jim Oliver of my office is as assistant secretary and Dave deNagy of my office is the treasurer.

On MOTION by Mr. Oates seconded by Mr. Sessions with all in favor Resolution 2018-03 was approved designating Ms. Jinks as vice chair and assistant secretary and the other officers remaining the same.

FOURTH ORDER OF BUSINESS	Consideration of Financing Documents
Resolution 2018-04 Delegated Award Resolution
Ms. Wilhelm stated Resolution 2018-04 is a delegated award resolution that delegates to the chairman of the board the authority to execute and deliver a bond purchase agreement to the underwriter, MBS Capital Markets, and for the underwriter to purchase the bonds so long as the offer contained in the purchase agreement is within the parameters that are attached as an appendix to the resolution. You are being asked to approve the forms of certain documents, which are necessary in order for the underwriter to market the bonds, including the purchase agreement, the fourth supplemental trust indenture, preliminary limited offering memorandum

3

April 11, 2018	Rivers Edge CDD

and continuing disclosure agreement. The resolution allows for these documents to be approved in substantial form with the understanding that there will be revisions to the documents prior to execution at closing. The bond purchase agreement is standard in form and contains all the conditions that need to be satisfied in order to close the bond issue. The fourth supplemental indenture contains the terms, conditions and details of this particular issue of bonds and it will contain final pricing information when the information becomes available. The preliminary limited offering memorandum is the security bond disclosure document that is distributed to potential bondholders prior to the sale of the bonds. The resolution delegates to the chairman or the vice chairman the authority to deem the preliminary limited offering memorandum final for purposes of federal securities law. The continuing disclosure agreement is required by federal securities law and provides that the issuer and all obligated persons including the developer will provide certain information to MSRB EMMA system the details in the agreement. The chairman is also authorized and directed to execute and deliver together with the vice chair, secretary and any assistant secretary any and all other documents and instruments that are necessary in order to close the bond issue including those documents that Jennifer will be presenting shortly, which are the true-up agreement, completion agreement, collateral assignment, acquisition agreement and declaration of consent.
The parameters are: the maximum aggregate principal amount of the bonds is not to exceed $8 million, the maximum coupon rate is the maximum statutory rate, the underwriting discount is a maximum of 2%, the not to exceed maturity date on the bonds will be May 1, 2049 and the redemption provisions are as they are set forth in the form of the bonds that is attached as an exhibit to the supplemental indenture and subject to actual redemption no earlier than May 1, 2028 at par.
Mr. Sessions stated we are issuing bonds on lands that are yet to be developed and are going to levy assessments at a very similar rate to the assessments on current landowners’ lots. This does not add assessments to any current landowners or developed lots.

On MOTION by Mr. Sessions seconded by Mr. Oates with all in favor Resolution 2018-04 was approved.

Supplemental Engineer’s Report

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April 11, 2018	Rivers Edge CDD

Mr. Stillwell stated you have a handout of the amended and restated master improvement plan. That master improvement plan has been around since the inception of RiverTown, it has been amended a couple of times and this amendment is to get up to speed with all the construction dollars that have been spent in the past so it increases the amount from approximately $113 million to $119 million. That is primarily for additional landscaping that  has been completed throughout the development over the life of the CDD.
The second report that was in the agenda package is the 2018 engineer’s report, that is specific to the 2018 project. This engineer’s report covers the items being financed by the bonds, which includes the extension of RiverTown Main Street, additional work on the original Orange Branch Trail entry feature, additional landscaping that will be done on Longleaf Pine Parkway as well as neighborhood parks throughout all of RiverTown that have been constructed or is in the process of being constructed. The 2018 project has a total value of roughly $17 million.
Mr. Sessions stated the location map shows all of RiverTown property as Rivers Edge CDD, which isn’t correct any longer and as a location map would you prefer that just said RiverTown then he has a future map that shows the boundary of the CDD.
Mr. Stillwell stated we will amend that map.

On MOTION by Mr. Sessions seconded by Ms. Long with all in favor the amended and restated master engineer’s report was approved.

Mr. Perry stated we will also ask for a motion to approve the 2018 project engineer’s report as presented with one change to the map.

On MOTION by Mr. Session seconded by Mr. Oates with all in favor the 2018 project engineer’s report was approved with one change to the map as discussed.

Supplemental Assessment Methodology
Mr. Perry stated next is the supplemental assessment methodology report and this report is predicated on a potential bond issue of approximately $7,030,000. There are anticipated to be 391 units associated with it and the debt service gross assessments range from $964 to $1,824 and these rates are consistent with what is currently out there. This is a preliminary report and

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April 11, 2018	Rivers Edge CDD

once they do the final pricing of the bonds we will come back to the board with a final report and that will reflect the final pricing. This does not affect any of the lands that have currently been developed or platted lots, this is for future development phase.
Mr. Sealy stated the draft in front of you contemplates a shorter duration of capitalized interest than what we have been discussing so there will be a revised sizing that will be done in conjunction with the pricing incorporated into the 18 months of capitalized interest that have been discussed versus the six months.

On MOTION by Mr. Sessions seconded by Ms. Long with all in favor the supplemental assessment methodology was approved.

True-Up Agreement
Ms. Kilinski stated the next series of agreements are related to additional security for the bond issuance. The true-up agreement comes into play as the assessments are allocated to  platted land or if unit counts change. At the time that any plat is presented to the District, the District will determine if the par amount of outstanding Series 2018 Bonds will be assigned to the total number of units to be developed, taking into account the submitted plat. If not, the District will determine the remaining par amount of outstanding Series 2018 Bonds unassigned to units and the total number of developable acres owned by the Developer remaining to be platted and will determine if the maximum par debt per acre, as provided in the Assessment Report, is exceeded. If the maximum par debt per acre is exceeded, a debt reduction payment in the amount equal to the par debt that is not capable of being assigned to the total number of developable acres, plus any applicable interest charges and collection fees shall become due and payable prior to the District’s approval of the plat, in addition to the regular assessment installment payable for lands owned by the Developer for that tax year.

On MOTION by Mr. Sessions seconded by Ms. Long with all in favor the true-up agreement was approved in substantial form.

Completion Agreement
Ms. Kilinski stated there is a separate handout of the completion agreement that is a little different than the one in the agenda package. A lot of research goes into the disclosure piece

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April 11, 2018	Rivers Edge CDD

associated with the project. There is an impact fee requirement that has to be paid by the current landowner to the former landowner pursuant to the purchase agreement that is not part of the district document but is a requirement that the credit be paid so we added to the completion agreement apart from what you see in the agenda package is that the credit payment is going to be made pursuant to the purchase agreement requirements. Otherwise what essentially this says is that the project that you just approved as part of the series 2018 engineer’s report if that project isn’t completed with the district’s bonds the landowner agrees to complete the project on its own so long as the district uses its bonds.

On MOTION by Mr. Sessions seconded by Mr. Oates with all in favor the completion agreement was approved in substantial form.

Collateral Assignment Agreement
Ms. Kilinski stated next is the collateral assignment of rights agreement and this is additional security for payment of the 2018 assessments that are being allocated to the property to secure the 2018 bonds. It says that if the landowner defaults on timely paying the 2018 assessments the district would be entitled to remedial rights, which include assignment of those development rights so that the property can be developed as it was intended.

On MOTION by Mr. Sessions seconded by Mr. Oates with all in favor the collateral assignment agreement was approved in substantial form.

Acquisition Agreement
Ms. Kilinski stated this agreement specifies the process under which the district will undertake to acquire certain of the improvements, real property, work product, etc. that may have been done or may be done after issuance of the bonds. All of these would have to be run through the requisition process, Ryan will be reviewing and certifying to the district.

On MOTION by Ms. Long seconded by Mr. Sessions with all in favor the acquisition agreement was approved in substantial form.

Declaration of Consent

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April 11, 2018	Rivers Edge CDD

Ms. Kilinski stated this is a declaration of consent that will be recorded after bond issuance so the world knows if they do a title search that assessments are now allocated to the property that will get the 2018 assessments.

On MOTION by Mr. Sessions seconded by Mr. Oates with all in favor the declaration of consent was approved in substantial form.

FIFTH ORDER OF BUSINESS	Approval of the Minutes of the March 8,
2018 Meeting

On MOTION by Ms. Long seconded by Mr. Oates with all in favor the minutes of the March 8, 2018 meeting were approved as presented.

SIXTH ORDER OF BUSINESS	Consideration of Proposal from BrightView
for Phase 2B Landscaping

On MOTION by Mr. Sessions seconded by Ms. Long with all in favor the proposal from BrightView for Phase 2B landscaping in  the approximate amount of $42,000 was approved.

SEVENTH ORDER OF BUSINESS	Consideration	of	License	Agreement	for
Signage in CDD ROW
Ms. Kilinski stated this is a license agreement for certain signage that Mattamy would like to place within the district’s right of way. It essentially says we will grant a license to access the district’s property for purposes of signage under certain parameters, which allows the access, requires the signage to comply with certain line of sight and height requirements and then gives the responsibility for repairing for repairing the property once the signs are removed to the developer. You also have a map as to where the signs can go to demonstrate where the district’s property actually is. We cannot as a district grant any right to anybody’s private property so this is only limited to the property actually owned by the district and I wanted to make sure that we have recorded what that property is.
Mr. Sessions this is for way finding signs to point people to amenities such as River House or River Club and communities that are for sale.

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April 11, 2018	Rivers Edge CDD

On MOTION by Ms. Long seconded by Mr. Sessions with all in favor the license agreement for signage in CDD ROW was approved.

EIGHTH ORDER OF BUSINESS	Consideration	of	Resolution	2018-05
Confirming the District’s Use of the St. Johns County Supervisor of Elections to Conduct the District’s 2018 General Election
Mr. Perry seated item eight is consideration of Resolution 2018-05 confirming the district’s use of the St. Johns County supervisor of elections to conduct the district’s 2018 general election. There are two seats, the seats held by Mr. Egger and Ms. Jinks will be in the general election this fall. This is a standard form resolution that we provide to the supervisor of elections so those seats will be on the ballot.

On MOTION by Ms. Long seconded by Mr. Sessions with all in favor Resolution 2018-05 was approved.

NINTH ORDER OF BUSINESS	Other Business
There being none, the next item followed.

TENTH ORDER OF BUSINESS	Staff Reports
Attorney
There being none, the next item followed.

Engineer – Consideration of Requisitions 34 & 35

On MOTION by Mr. Sessions seconded by Ms. Long with all in favor requisitions 34 and 35 were approved.

Manager
There being none, the next item followed.

Amenity Manager
Report

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April 11, 2018	Rivers Edge CDD

Mr. Davidson gave an overview of the amenities manager report, copy of which was provided in the agenda package.
Mr. Sessions stated I was approached by a resident as to the proper format to request lighting at the dog park and my concern is that adding lights to the dog park will provide light pollution to the residents who live near there. It also encourages late night use and use that may be outside the hours that people would be comfortable having that noise around their home. Similar to basketball lights, we built a basketball court without lights for a reason. I recommend to the board that we not be in favor of that, but it is up for discussion. I think dog parks, soccer fields, basketball courts, public facilities should be limited in their use after hours, especially after dark.
Ms. Long stated I agree.

Running Club Outline
Ms. Pollicino stated we have a resident who likes to spearhead runs and an outline was included in the agenda package. She wanted to gain access to the River Club during that timeframe to put the juice and waters in the fridge and a place to put the food and when they come back they have their treat then they would leave the premises.
Mr. Sessions stated I suggest they use the patio area so as to avoid staff clean-up issue and wear and tear on the facilities.
Ms. Kilinski stated when we have clubs we may want to think about a larger umbrella from a liability and ownership perspective how the CDD wants to interact with clubs because once you start approving clubs it becomes a question of whether it is a CDD sponsored club if they are looking for funding, if they are looking for making sure it is residents versus non- residents that whole thing gets a little sticky. It is not like we don’t do it but we have developed club forms where that person is taking ownership and they are held responsible for making sure it is cleaned up and that sort of thing.
Mr. Session stated we need to set a precedent as we start incorporating garden club, running club, biking club and figure that so let’s make sure we have a format we are going to follow and reduce the liability on the CDD as much as possible. While it is part of the community it is 38 members and we have 450 residents so it is a small part.

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April 11, 2018	Rivers Edge CDD

Ms. Kilinski stated I will work with other club forms we have developed and we can bring it back to the board for your consideration.  We have had districts that have decided that  we will allow you to use facilities but you are not a CDD club versus people who are considered CDD clubs may be eligible for event funding and that sort of thing because you are actually sponsored by the district.

Garden Club Policies, Procedure and Expense Report
Ms. Pollicino gave an overview of the Rivertown Community Garden Packet, copy of which was included in the agenda package.
Mr. Sessions stated Jennifer needs to be involved in this and you need to go to her first for liability waivers and we can make sure we are covered. Has anyone estimated what the water and electric usage is?
Ms. Pollicino responded no.
Mr. Sessions asked do we have money in the budget for startup costs?

Mr. Sessions moved to approve the running club and garden club and directed staff to work with district counsel on any necessary paperwork and Mr. Oates seconded the motion.

Mr. Sessions asked are there any audience comments or board discussion? A resident asked what the $125 covered.
Mr. Sessions stated she is showing revenue of $2,250 a year but I don’t think she has calculated the expenses at this point. We can figure that out, but it should be a net zero to the CDD.

On voice vote with all in favor the motion passed.

Field Services
Mr. Beladi gave an overview of the field services report, copy of which was included in the agenda package.
Mr. Sessions stated I have noticed BrightView has been parking on the multi-use path and driving down the multi-use path and that was not designed for vehicular traffic so any

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April 11, 2018	Rivers Edge CDD

damage will be at their cost and they were blocking a group of women walking down with strollers today from being able to use the path because the truck takes up the width of the path. They shouldn’t be on the multi-use paths.
Mr. Perry stated we got sidetracked on the screens, there was a discussion of an amount not to exceed $4,000 but we never had a motion to approve that.
Mr. Fagan stated if we are going to logo I would like to increase that.
Mr. Sessions stated I would like you to bring it back and understand where the money is coming from. We can’t just approve things unless we understand where the money is.

ELEVENTH ORDER OF BUSINESS	Supervisors’	Requests	and	Audience
Comments
A resident stated because the community is growing we have more bus stops you may want to consider in the future that a bike rack would be put up when you have another bus stop.  I know they are expensive.
Mr. Sessions stated the damage that the students do in the area is worse than the cost of the bike racks. In another community we did that and then they moved the bus stops and we spent $7,500 so until the community is built out we won’t know where the bus stops are going to be.
A resident stated since we are going to be a golf cart community and have signage, I looked at what other communities have done and their rules and regulations and I thought once you do the signage it might be good as far as liability and everything else to have rules and regulations set up.
Mr. Stillwell stated we have those and will provide those to the district.
Mr. Sessions asked didn’t we approve rules and regulations when we approved the signage?
Mr. Stillwell stated we might have I will check.
Ms. Kilinski stated I don’t think we did. Jim and I have talked about this a little bit this week and we have done cart registration where people are signing that their golf cart is certified pursuant to Florida Statute and they are going to operate it pursuant to Florida Statute and that sort of thing and we anticipate bringing this back to the next meeting.

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April 11, 2018	Rivers Edge CDD

A resident stated a lot of people have complaints because of construction trash going into the ponds, nails have been left and a lot of people have gotten flat tires. I didn’t know is this is something you can go to the contractor about.
Mr. Sessions stated that can be done. Where are we with the swim team?
Mr. Fagan stated they retracted their proposal and will come back next year with everything prepared correctly.
Mr. Sessions stated as people inquire about future amenities like pickleball courts we would like to have a better understanding from the developer’s standpoint and CDD standpoint on the use of the current facilities. I propose that somehow you track usage over the next few months and give us numbers of use. In other words people will often say the pool is  overcrowded so tell us what the use of that pool is. Tell us what the use of the tennis courts is. Mattamy has talked internally about repurposing this room. My comment back to some of those folks was that I think this room is rented every week for events. That used to be true but I don’t know if it is still true. We need to get from you a better understanding about the use of the facilities so we can better plan for the community and the residents can better plan for costs, events and things of that nature because come November there will be four residents sitting up here and just me. We want to make sure we understand the use of the facilities.
Ms. Sharp stated I lived in a community that was golf cart friendly community and a number of issues came up. I know everyone is aware of safety issues and children driving carts and that sort of thing. The CDD or HOA are not a policy agency that is up to the police to  handle the issues that maybe we should speak to people when we see that their children are driving the cart but we probably don’t know those parents because the community is growing and everybody is spread out. What has worked in other communities is decals for people who were approved for golf carts and that could be tracked.
Ms. Kilinski stated we have done that in other communities.
A resident stated you talked about the sidewalks being blocked, there is a big section in the north lakes that is blocked all the way down and people with strollers were out in the street because they couldn’t get through.
Mr. Sessions stated we can’t encourage people to travel through a construction zone and something that is not fit for public use and that area is absolutely not fit for public use and it

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requires from a liability standpoint and from a St. Johns County standpoint that we block off handicap access to handicap access.

TWELFTH ORDER OF BUSINESS	Financial Reports
Tri-Party Funding Request No. 59

On MOTION by Mr. Session seconded by Mr. Oates with all in favor tri-party funding request no. 59 was approved.

Balance Sheet & Income Statement
A copy of the balance sheet and income statement were included in the agenda package.

Assessment Receipt Schedule
A copy of the assessment receipt schedule was included in the agenda package.

Approval of Check Register

On MOTION by Ms. Long seconded by Mr. Oates with all in favor the check register was approved.

THIRTEENTH ORDER OF BUSINESS	Next Scheduled Meeting – Wednesday, May
16, 2018 @ 11:00 a.m. at the Rivertown Amenity Center
Mr. Perry stated the next meeting is scheduled for May 16, 2018 at 11:00 a.m. at this location.

On MOTION by Mr. Sessions seconded by Mr. Oates with all in favor the meeting adjourned at 12:10 p.m.

Secretary/Assistant Secretary	Chairman/Vice Chairman

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SIXTH ORDER OF BUSINESS

RESOLUTION 2018-07

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE RIVERS EDGE COMMUNITY DEVELOPMENT DISTRICT APPROVING PROPOSED BUDGETS FOR FISCAL YEAR 2018/2019; DECLARING SPECIAL ASSESSMENTS TO FUND THE PROPOSED BUDGETS PURSUANT TO CHAPTERS 170, 190 AND 197, FLORIDA STATUTES; SETTING PUBLIC HEARINGS; ADDRESSING PUBLICATION; ADDRESSING SEVERABILITY; AND PROVIDING AN EFFECTIVE DATE.

WHEREAS, the District Manager has heretofore prepared and submitted to the Board of Supervisors (“Board”) of the Rivers Edge Community Development District (“District”) prior to June 15, 2018, proposed budgets (“Proposed Budget”) for the fiscal year beginning October 1, 2018 and ending September 30, 2019 (“Fiscal Year 2018/2019”); and

WHEREAS, it is in the best interest of the District to fund the administrative and operations services (together, “Services”) set forth in the Proposed Budget by levy of special assessments pursuant to Chapters 170, 190 and 197, Florida Statutes (“Assessments”), as set forth in the preliminary assessment roll included within the Proposed Budget; and

WHEREAS, the District hereby determines that benefits would accrue to the properties within the District, as outlined within the Proposed Budget, in an amount equal to or in excess of the Assessments, and that such Assessments would be fairly and reasonably allocated as set forth in the Proposed Budget; and

WHEREAS, the Board has considered the Proposed Budget, including the Assessments, and desires to set the required public hearings thereon;

NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE RIVERS EDGE COMMUNITY DEVELOPMENT DISTRICT:

PROPOSED BUDGET APPROVED. The Proposed Budget prepared by the District Manager for Fiscal Year 2018/2019 attached hereto as Exhibit A is hereby approved as the basis for conducting a public hearing to adopt said Proposed Budget.

DECLARING ASSESSMENTS. Pursuant to Chapters 170, 190 and 197,  Florida Statutes, the Assessments shall defray the cost of the Services in the total estimated amounts set forth in the Proposed Budget. The nature of, and plans and specifications for, the Services to be funded by the Assessments are described in the Proposed Budget and in the reports (if any) of the District Engineer, all of which are on file and available for public inspection at the “District’s Office,” Governmental Management Services, LLC, 475 West Town Place, Suite 114, St. Augustine, Florida 32092. The Assessments shall be levied within  the District on all benefitted lots and lands, and shall be apportioned, all as described in the Proposed Budget and the preliminary assessment roll included therein. The preliminary

1

assessment roll is also on file and available for public inspection at the District’s Office. The Assessments shall be paid in one more installments pursuant to a bill issued by the District in November of 2018, and pursuant to Chapter 170, Florida Statutes, or, alternatively, pursuant to the Uniform Method as set forth in Chapter 197, Florida Statutes.

SETTING PUBLIC HEARINGS. Pursuant to Chapters 170, 190, and 197, Florida Statutes, public hearings on the approved Proposed Budget and the Assessments are hereby declared and set for the following date, hour and location:

DATE:	 	, 2018
HOUR:	 	
LOCATION:	RiverTown Amenity Center
156 Landing Street
St. Johns, Florida 32259

TRANSMITTAL OF PROPOSED BUDGET TO LOCAL GENERAL PURPOSE GOVERNMENT. The District Manager is hereby directed to submit a copy of the Proposed Budget to St. Johns County at least sixty (60) days prior to the hearing set above.

POSTING OF PROPOSED BUDGET. In accordance with Section 189.016, Florida Statutes, the District’s Secretary is further directed to post the approved Proposed Budget on the District’s website at least two days before the budget hearing date as set forth in Section 3, and shall remain on the website for at least forty-five (45) days.

PUBLICATION OF NOTICE. The District shall cause this Resolution to be published once a week for a period of two weeks in a newspaper of general circulation published in St. Johns County. Additionally, notice of the public hearings shall be published in the manner prescribed in Florida law.

SEVERABILITY. The invalidity or unenforceability of any one or more provisions of this Resolution shall not affect the validity or enforceability of the remaining portions of this Resolution, or any part thereof.

EFFECTIVE DATE. This Resolution shall take effect immediately upon adoption.

PASSED AND ADOPTED THIS 16th DAY OF MAY, 2018.

ATTEST:	RIVERS EDGE COMMUNITY DEVELOPMENT DISTRICT

By: 	
Secretary	Its: 	

Exhibit A: Fiscal Year 2018/2019 Budget

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SEVENTH ORDER OF BUSINESS

RIVERS EDGE COMMUNITY DEVELOPMENT DISTRICT GOLF CART VEHICLE RULES AND REGULATIONS
Definitions. For the purpose of this section, the following definitions shall apply unless the context clearly indicates or requires a different meaning. Any other terms shall have the meaning as set forth in the Florida Statutes.

Golf Cart Vehicle. A four (4) wheeled vehicle owned and operated by a resident of the Rivers Edge Community Development District (“District”), a paid annual user, a contractor to residents, the majority landowner or the District, or by contractors to or agents of Mattamy Jacksonville LLC, and others involved in the development, or operation to the RiverTown community and the District. The vehicle will be specifically designed and intended for the purposes of transporting a maximum of four (4) persons, golf clubs, maintenance equipment or other miscellaneous items while engaged in the playing of golf, supervising the play of golf, maintaining the condition of the grounds on a public or private golf course, maintaining the conditions of common areas and transporting residents and their guests over District designated paths and roadways.

Driver Age.  Pursuant to these rules and Florida Statutes, it shall be unlawful for  any person who is under fifteen (15) years of age to drive or operate a golf cart vehicle upon the paths and roadways that comprise or shall comprise the roadway network owned and operated and so designated by the District. In addition, the District does not allow any individual to operate a golf cart vehicle on District property who is under fifteen (15) years of age or who does not have either a valid restricted license or a valid driver’s license. No drivers under the age of seventeen
(17) may operate a golf cart after 11:00pm or before 6am.

Compliance with Florida Statutes and District Rules and Regulations. The operation of a golf cart vehicle on the paths and roadways within the District, including operation of a golf cart vehicle after sunset and before sunrise, shall be in compliance with the provisions of all applicable Florida Statutes (see Section F herein) and the District’s Rules and Regulations.

Designated Paths and Roadways. The District shall post appropriate signs for the safe operation of golf cart vehicles on designated paths and roadways. Golf cart vehicles may only be operated on those designated paths and roadways.

Enforcement. These Rules and Regulations shall be enforced in accordance with the provisions of Florida Statutes, as may be amended from time to time. Enforcement of these rules, regulations and statutes shall be by the Rivers Edge Community Development District and the St. Johns County Sherriff’s Office.

Operation of Golf Cart Vehicles on Paths, Streets, Roads and Highways. This section advises, in accordance with the Florida Statutes, where a golf cart vehicle may be driven.

Golf cart vehicles may not travel on or cross any roadway or highway controlled by

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St. Johns County or the State of Florida.

The District has authorized the operation of golf cart vehicles on designated paths and roadways under its jurisdiction. Additionally, the District has authorized the  operation of golf cart vehicles “ONLY” on paths and roadways owned, operated and designated for such use by the District.
Use of Golf Cart Vehicles on District Paths and Roadways. The District, in its discretion, may authorize privately owned golf cart vehicles to travel on designated District paths and roadways within the RiverTown Community consistent with and in accordance with the following Florida Statutes and County ordinance:

Chapter 320 - Motor Vehicle Licenses, Section 320.01 Definitions; general

Chapter 320 - Motor Vehicle Licenses, Section 320.08001 Electric Vehicles; license tax

Chapter 316 - State Uniform Traffic Control, Section 316.212 Operation of Golf Carts on Certain Roadways

Chapter 316 - State Uniform Traffic Control, Section 316.2122 Operation of a Low- Speed Vehicle on Certain Roadways

St. Johns County Ordinance 2010-48 regarding the use of golf carts on designated roads and street within St. Johns County
Specifically, Section 316.212, “Operation of golf carts on certain roadways,” states:
The operation of a golf cart upon the public roads or streets of this state is prohibited except as provided herein:

A golf cart may be operated only upon a county road that has been designated by a county, a municipal street that has been designated by a municipality, or a two-lane county road located within the jurisdiction of a municipality designated by that municipality, for use by golf carts. Prior to making such a designation, the responsible local governmental entity must first determine that golf carts may safely travel on or cross the public road or street, considering factors including the speed, volume, and character of motor vehicle traffic using the road or street. Upon a determination that golf carts may be safely operated on a designated road or street, the responsible governmental entity shall post appropriate signs to indicate that such operation is allowed.

A golf cart may be operated on a part of the State Highway System only under the following conditions:

To cross a portion of the State Highway System which intersects a county road or municipal street that has been designated for use by golf carts if the Department of

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Transportation has reviewed and approved the location and design of the crossing and any traffic control devices needed for safety purposes.

To cross, at midblock, a part of the State Highway System where a golf course is constructed on both sides of the highway if the Department of Transportation has reviewed and approved the location and design of the crossing and any traffic control devices needed for safety purposes.

A golf cart may be operated on a state road that has been designated for transfer to a local government unit pursuant to Section 335.0415, if the Department of Transportation determines that the operation of a golf cart within the right-of-way of the road will not impede the safe and efficient flow of motor vehicular traffic. The department may authorize the operation of golf carts on such a road if:

The road is the only available public road along which golf carts may travel or cross or the road provides the safest travel route among alternative routes available; and
The speed, volume, and character of motor vehicular traffic using the road is considered in making such a determination.

Upon its determination that golf carts may be operated on a given road, the department shall post appropriate signs on the road to indicate that such operation is allowed.

Notwithstanding any other provision of this section, a golf cart may be operated for the purpose of crossing a street or highway where a single mobile home park is located on both sides of the street or highway and is divided by that street or highway, provided that the governmental entity having original jurisdiction over such street or highway shall review and approve the location of the crossing and require implementation of any traffic controls needed for safety purposes. This subsection shall apply only to residents or guests of the mobile home park. If notice is posted at the entrance and exit of any mobile home park where residents of the park operate golf carts or electric vehicles within the confines of the park, it is not necessary for the park to have a gate or other device at the entrance and exit in order for such golf carts or electric vehicles to be lawfully operated in the park.

Notwithstanding any other provision of this section, if authorized by the Division of Recreation and Parks of the Department of Environmental Protection, a golf cart may be operated on a road that is part of the State Park Road System if the posted speed limit is thirty- five (35) miles per hour or less.

A golf cart may be operated only during the hours between sunrise and sunset, unless the responsible governmental entity has determined that a golf cart may be operated during the hours between sunset and sunrise and the golf cart is equipped with headlights, brake lights, turn signals, and a windshield.
A golf cart must be equipped with efficient brakes, reliable steering apparatus, safe tires, a rearview mirror, and red reflectorized warning devices in both the front and rear.

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A golf cart may not be operated on public roads or streets by any person under the age of fifteen (15).

A local governmental entity may enact an ordinance relating to:

Golf cart operation and equipment which is more restrictive than those enumerated in this section. Upon enactment of such ordinance, the local governmental entity shall post appropriate signs or otherwise inform the residents that such an ordinance exists and that it will be enforced within the local government’s jurisdictional territory. An ordinance referred to in this section must apply only to an unlicensed driver.

Golf cart operation on sidewalks adjacent to specific segments of municipal streets, county roads, or state highways within the jurisdictional territory of the local governmental entity if:

The local governmental entity determines, after considering the condition and current use of the sidewalks, the character of the surrounding community, and the locations  of authorized golf cart crossings, that golf carts, bicycles, and pedestrians may safely share the sidewalk;
The local governmental entity consults with the Department of Transportation before adopting the ordinance;
The ordinance restricts golf carts to a maximum speed of fifteen (15) miles per hour and permits such use on sidewalks adjacent to state highways only if the sidewalks are at least 8 feet wide;
The ordinance requires the golf carts to meet the equipment requirements in subsection (6). However, the ordinance may require additional equipment, including horns or other warning devices required by Section 316.271; and
The local governmental entity posts appropriate signs or otherwise informs residents that the ordinance exists and applies to such sidewalks.

A violation of this section is a noncriminal traffic infraction, punishable pursuant to Chapter 318 as a moving violation for infractions of subsections (1)-(5) or a local ordinance corresponding thereto and enacted pursuant to subsection (8), or punishable pursuant to Chapter
318 as a nonmoving violation for infractions of subsection (6), subsection (7), or a local ordinance corresponding thereto and enacted pursuant to subsection (8).

Golf Cart Vehicle Standards and Access. Pursuant to Florida Statutes and the requirements of the District, all golf cart vehicles will be required to meet minimum safety standards. Golf cart vehicle travel is permitted only within the designated boundaries of the District and is not authorized by this approval to travel on highways or private roadways outside of the District’s jurisdiction.

Registration and Operation of golf cart vehicles on designated paths and roadways shall be in compliance with the provisions of the above-mentioned Florida Statutes and the Rules and Regulations promulgated by the District, which may be revised from time to time by action of the District. All owners of golf cart vehicles to be

Page 4 of 6

operated on District roadways and paths shall ensure that current Rivers Edge Community Development District registration decals are placed on the golf cart and that proof of insurance has been submitted to the District in an amount judged sufficient by the District and in compliance with Section G.5 herein.

Safe Working Condition - Golf Cart Vehicles must be in sound and safe working condition. No golf cart vehicle may be operated on a path or roadway unless, at a minimum, it has the following: brakes, brake lights, turn signals, a steering apparatus, four tires, a roof, a windshield, a rearview mirror, red reflector warning devices on the front and rear that are visible from at least 100 feet, two headlights that emit a white light visible from a distance of 500 feet to the front, valid Rivers Edge Community Development District registration decals, and any and all additional equipment that may be deemed necessary by the manufacturer, Florida Statutes and the District.

When operated on a path or roadway, a golf cart vehicle shall have its headlights lighted. A person who drives or is in actual physical control of a golf cart vehicle on a District path or roadway is subject to all motor vehicle regulations of the State of Florida, St. Johns County Ordinance 2010-48, and the rules and regulations of the District including, but not limited to, licensing, insurance and DUI provisions.

Parking of Golf Cart Vehicles - All golf cart vehicles must be parked in designated golf cart vehicle parking areas or motor vehicle parking areas. No golf cart vehicles shall be parked in a roadway or on a designated golf cart vehicle path that may in any manner hinder the safe passage of other golf cart vehicles, bicycles or pedestrians along said path.
Storage of Golf Cart Vehicles - All golf cart vehicles must be stored in compliance with the rules and regulations of the District and the individual property owners association, as may be applicable.

Insurance - Golf cart vehicle drivers using District streets will be required to carry proof of insurance. Liability insurance must be maintained on all golf cart vehicles, with the amount of coverage determined by the District in consultation with the District’s insurance agent. In addition, such insurance policy must name the  following entities as additional insureds: the Rivers Edge Community Development District, Mattamy Jacksonville LLC, its manager, Mattamy Florida LLC, its manager, Calben (Florida) Corporations, Vesta Property Services, Governmental Management Services, LLC, its manager, and all related and affiliated companies, and the officers, directors, supervisors, employees, agents, representatives, successors and assigns of each of the foregoing entities. Golf cart owners will be personally responsible for the conduct of anyone operating their vehicles, and for any damage caused by its operation on District property. Children under the age of fifteen (15) will not be permitted to drive golf cart vehicles on District roadways and paths.

Vehicle Types - All golf cart vehicles operated in the community must have standard electric power systems installed as  standard  equipment  by  the  manufacturer  and no aftermarket modification to the power system shall be permitted.

Page 5 of 6

Golf Cart Vehicle Equipment - All golf cart vehicles used on District paths and roadways shall be as manufactured by Club Car, E-Z-GO, Yamaha or other recognized vehicle manufacturers as approved by the District. No modification or customization to the vehicle  manufacturer’s  standard  equipment  chassis,  propulsion system or exterior appearance shall be allowed without approval of the District.

Street Rules - Golf cart vehicles shall not be operated on community sidewalks or paths not designated for golf cart vehicle use or on landscaped common areas at any time. Golf cart vehicles should remain to the right side of the paths and roads allowing regular vehicles to pass without obstruction. In so doing, operators must remain aware of and away from marked bike paths. Pedestrians shall be given due consideration and a reasonable right of way at all times. All District roadways and paths on which golf carts may travel will be clearly marked with Florida Department of Transportation approved signs.

Speed Limits - All golf cart vehicles driven on the District roadways and paths shall be in strict accordance with the posted speed limits as determined by the District. In no case shall a golf cart vehicle be capable of being driven in excess of 20 miles per hour.

Registration Fees – The District shall charge a fee of $	for the registration of each golf cart vehicle. This fee will be set by the District’s Board of Supervisors and be subject to change from time to time.

Subject to District Rules. Allowance for golf cart vehicle path and roadway use is intended to be a privilege and convenience to District residents and paid annual users. Any action that threatens the safety and well-being of the residents or guests and/or violate applicable Florida Statutes, County ordinances, and District Rules and Regulations or otherwise infringe upon the rights of others will not be tolerated. The District, at its sole discretion, may determine that specific golf cart vehicles are violating these Rules and Regulations and the District may prohibit those golf cart vehicles from using District paths and roadways.

The District is requesting the St. Johns County Sheriff’s Office to assist in enforcing the above-listed Florida Statutes, County ordinances, and these Rules and Regulations of the District.

Page 6 of 6

RIVERS EDGE COMMUNITY DEVELOPMENT DISTRICT GOLF CART REGISTRATION AND USE AGREEMENT

NOTE TO STAFF: This form may contain confidential information. Please do not disclose its contents without first consulting the District Manager.

PRIVACY NOTICE: Under Florida’s Public Records Law, Chapter 119, Florida Statutes, some of the information you submit on this form  may become part of a public record. This means that if a citizen makes a public records request,  we may be required to disclose certain parts of the information you submit to us.

VEHICLE OWNER(S)
NAME	______________________________________________________________________

ADDRESS	______________________________________________________________________

TELEPHONE	______________________________________________________________________

EMAIL ADDRESS	______________________________________________________________________

VEHICLE
MANUFACTURER	______________________________________________________________________

MODEL	 		MODEL YEAR	 	

SERIAL NUMBER	 		RIVERS EDGE
EMBLEM NUMBER	 	

FLORIDA LICENSE PLATE
NUMBER (if applicable)	 		EXPIRATION DATE	 	

OWNER(S) DRIVER’S
LICENSE NUMBER	 		STATE ISSUED	 	

EXPIRATION DATE	 	

INSURANCE CARRIER	 		POLICY NUMBER	 	

POLICY EXPIRATION	 	 DATE

CONTACT PHONE
NUMBER	 	

ADDITIONAL AUTHORIZED VEHICLE OPERATORS

NAME:			 Relationship to Owner: 	Date of Birth:  	 Driver’s License – State / Number / Expiration:  			

NAME:			 Relationship to Owner: 	Date of Birth:  	 Driver’s License – State / Number / Expiration:  			

NAME:			 Relationship to Owner: 	Date of Birth:  	
Driver’s License – State / Number / Expiration:  	

Page 1 of 3

I, _____________________ ______________ , hereby certify that the above information is true and correct and agree to assume full responsibility for the operation of my personal golf cart and also agree to accept full responsibility for liability that may arise from ownership and operation by both myself and others that I have authorized to operate the vehicle.

I have liability insurance insuring against personal injury and damage to property with limits of at least $300,000 and provide a certificate of insurance, which will be renewed annually, with Rivers Edge Community Development District (RECDD), Mattamy Jacksonville LLC, its manager, Mattamy Florida LLC, its manager, Calben (Florida) Corporations, Governmental Management Services, LLC, Vesta Property Services and all related and affiliated companies of each, and the officers, directors, supervisors, employees, agents, representatives, successors and assigns of each of the foregoing entities named as additional insureds.

I agree to hold RECDD, Mattamy Jacksonville LLC, its manager, Mattamy Florida LLC, its manager, Calben (Florida) Corporations, Governmental Management Services, LLC, Vesta Property Services and all related and affiliated companies, and the officers, directors, supervisors, employees, agents, representatives, successors and assigns of each of the foregoing entities, harmless from any and all liabilities, damages, claims, losses, costs, or harm of any kind arising out of the operation of my golf cart vehicle by myself or anyone else who is operating my golf cart.

I agree to fully comply with the FLORIDA STATUTES regarding the operation of golf carts, St. Johns County Ordinance No. 2010-48, each of which may be amended from time to time, and the RECDD Golf Cart Vehicle Rules and Regulations, regarding the use of my golf cart vehicle within the RECDD boundary.

I agree that under no circumstance will I allow any individual to operate my golf cart vehicle who is either under 15 years of age or who does not have either a valid restricted license or a valid driver’s license and agree to follow Florida Statutes, St. Johns County Ordinances and all District rules and regulations.

I agree that my golf cart vehicle has the following minimum equipment. I agree to maintain the vehicle and the required equipment in a safe operating condition. I also agree that I will not in any manner modify the manufacturer’s installed standard body, chassis or propulsion system without specific approval of the Rivers Edge Community Development District:

Brakes;
Brake lights;
Turn signals;
Steering apparatus;
Four (4) tires;
Roof;
Windshield;
Rearview mirror;

Red reflectors on front and back visible from at least 100 feet;
Two headlights that emit a white light visible from 500 feet to the front;
Valid Rivers Edge Community Development District registration decals; and
Any and all additional equipment that may be deemed necessary by the manufacturer, Florida Statutes and the Rivers Edge Community Development District.

I have willingly provided all the information requested above and I understand that it may be used by the District for various purposes. Nothing herein shall be considered a waiver of the District’s sovereign immunity or limits of liability beyond any statutory limited waiver of immunity or limits of liability that may have been adopted by the Florida Legislature in Section 768.28 Florida Statutes or other statute.

Page 2 of 3

Is any of the personal information that you have provided on this form, including, but not limited to, identity, address, and telephone number, exempt from disclosure under Florida law?

r YES   r NO

If you checked “YES,” please explain which exemption you qualify for:
____________________________________________________________________________________
_____________________________________________________________________________________
____________________________________________________________________________________
_____________________________________________________________________________________
____________________________________________________________________________________

If you checked “YES,” please provide a written request for maintenance of such exemption to District staff at the following address:

Rivers Edge Community Development District c/o Governmental Management Services
475 West Town Place, Suite 114 St. Augustine, FL 32092 Attn: District Manager

I have read and understand the above. I agree to the terms and conditions as stated.

Date: 		Signature:  	
Print Name:  	
Witness:	 Print Name:  	
Please fill out the RECDD Golf Cart Use Agreement and bring it along with your insurance certificate and registration fee in the amount of $_____ to the Community Manager’s office located at 90 Lanier Street, St. Johns, Florida. Each vehicle will have a decal placed on each side of the golf cart and the decals shall be placed by District personnel.

Copy to:	RECDD District Manager
St. Johns County Sheriff’s Office

Page 3 of 3

EIGHTH ORDER OF BUSINESS

RIVERS EDGE COMMUNITY DEVELOPMENT DISTRICT AND VESTA PROPERTY SERVICES, INC., FOR RIVER CLUB AMENITY MANAGEMENT AND
FIELD OPERATION SERVICES
This Agreement for River Club Amenity Management and Field Operation Services
("Agreeme11t") is made and entered into this _8th_ day of March, 20 1 8, by and between:
RIVERS EDGE COMMUNITY DEVELOPMENT DISTRICT, a local unit of special-purpose government established pursuant to Chapter 1 90, Florida Statutes, and located in St. Johns County, Florida with a mailing address of 475 West Town Place, Suite 1 1 4, St. Augustine, Florida 32092 ("District"), and
VESTA PROPERTY SERVICES, INC., a Florida corporation with offices located . at 245 Riverside Avenue, Suite 250, Jacksonville, Florida 32202 ("Co11tractor" and, together with the District, sometimes referred to as the "Parties"). 
RECITALS
WHEREAS, the District is a local unit of special-purpose government established pursuant to and governed by Chapter 1 90, Florida Statutes; and
\VHEREAS, the District has entered into that certain lease agreement with Mattamy Jacksonville LLC, a Delaware limited li abil ity company, dated March 9, 20 1 8, attached hereto as Exhibit A ("Lease") for the River Club amenity facility and associated property located at 1 60 River Glade Run, St. Johns, Florida. 32259, as further identi fied on !2om osite Exhibit B attached hereto and incorporated herein by this reference (together, the "River Club Ame11ity"); and
WHEREAS, the District pursuant to the terms of the Lease intends to engage a third-party contractor for the operation and maintenance of the River Club Amenity; and
WHEREAS, Contractor has a background in the management and maintenance of amenity facilities and is willing to provide such management and maintenance services to the District in accordance with this Agreement; and

WHEREAS, the District desires to enter into a contractual relationship with Contractor to manage and maintain the River Club Amenity, as well as to provide field operation and other services as described in this Agreement and included in the Scope of Services attached hereto as Composite Exhibit C and incorporated herein by this reference (collectively, "Services").
Now, THEREFORE, based upon good and valuable consideration and the mutual covenants of the Parties, the receipt and sufficiency ofwhich is hereby acknowledged, the Parties agree as follows:
INCORPORATION OF RECITALS. The recitals stated above are true and correct and by this reference are incorporated as a material part of this Agreement.
ENGAGEMENT OF SERVICES. The District agrees to engage Contractor to provide the Services. This Agreement grants to Contractor the right to enter and use the River Club Amenity for the purposes and uses described in this Agreement, and Contractor hereby agrees to comply with all applicable laws. rules, and regulations while performing its obligations under this Agreement.

SCOPE OF SERVICES.

General Scope of Services
The Services provided by Contractor shall be as provided for in Composjte Exhjbjt C and as set forth in this Agreement. Contractor shall immediately notify the District Manager should it discover any issues or concerns that affect the public's heaJth, safety and welfare, and shall immediately address and correct such concerns.
The General Manager and Field Operations Manager shall attend the District's Board of Supervisors' ("Board") meetings, shall prepare a repo11 and submit it to the District Manager at least eight days prior to the Board meeting, and shall include substantive updates andinfonnation as may be needed.
The District may elect to add additional services to this Agreement upon mutual agreement by the Parties, as confinncd in a written addendum hereto. The District may discontinue all ofthe Services provided for herein pursuant to the termination provisions set forth herein or discontinue the provision ofa portion of the Services described herein immediately for cause or upon thirty (30) days written notice without cause, specifying the department or position(s) discontinued, in the Districts sole and absolute discretion.
Should the Contractor generate any revenue associated with rum1ing of the District's River Club Amenity, the Contractor shall remit any such revenue derived from income generating services and programs to the District on a monthly basis as provided for in this Agreement. The Contractor shall keep close accounting of all revenue and expenditures and submit either a P & L or other applicable financial sales tracking reports provided by the point of sale systetn. to support all monthly sales and profit sharing arrangements.

At all times during operation of the River Club Amenity, Contractor shall ensure responsible and proper staffing levels that meet the provisions of law and best practices. The needs of other properties shall not trump the responsible staffing of the River Club Amenity. Contractor shall not utilize management levd staff hired by Contractor to staff the River Club Amenity at other Contractor properties (except those related to the RiverTown community) without the express approval of the District, through its District Manager. Contractor shall not use District property or any District hardware/facility for any other work not related directly to the District, including any other off-site properties or in supp011 ofother Contractor-related businesses.
Contractor shall ensure at all times there is a manager assigned to on-call duty, including nights and weekends. The individual designated to be on-call or on-site for such after-hours time periods shall be communicated to on-site staff working dming such time periods. There shall always be management oversight, availability and communication. Included within the compensation provided for in this Agreement is the
staffed days and hours as more specifically described in C_omposit� �xhibit <; attached
hereto.

2

General Manager Position

The Contractor shall be responsible, through the General Manager position, for the comprehensive management, operation and maintenance of the River Club Amenity, oversight of all of its employees, amenity-related independent contractors and licensees of the District, and responsible for the aiding District Management in t11e development of the amenity and capital reserve portion of the budgets related to the River Club Amenity, as more particularly described in Cm_Jfilosite Exhibit C. and in the job description for the General Manager. This provision is meant to be exhaustive such that the Contractor shall be directly responsible for all management, operation and maintenance of the River Club Amenity.
The General Manager shall assist the District with recommending, establishing, implementing and ensuring compliance with rules, policies 11ml procedures for the River Club Amenity, budgeting accountability, policy recommendations and c11forcement, safety/security recommendations, resident satisfaction, and other matters of importance for the efficient and functional operation of River Club Amenity.
Tbe compensation and general job description for the position are as set forth in
Composite Exhibit C. This shall be a full-time position.
The General Manager reports directly to the District Manager. For reference purposes, attached hereto as �x;�ibit D is a District otganizatioual chart, which may change from time to time in the District's discretion.
Field Operations Manager Position

L The Contractor shall be responsible, through the Field Operations Manager position, for the comprehensive facility management, operation and maintenance of the River Club Amenity, as set forth in ComJ>.Q._site Exhibit_ .Q, including, but not limited to: oversight ofall of its employees. independent contractors and licensees of the District perfonning work related to the field operation� management scope, and responsible for input into the recreation and capital reserve portions of the budgets related to the River Club Amenity. The specific responsibilities are as set forth in the job description for the Fif:ld Operations Manager, attached hereto in c_ol!!J!_osite Exhibjt C.
The compensation and general job description for the position are as set forth in
Com osite Exhibit C. This shall be a full-time position.
The Field Operations Manager reports directly to the General Manager. For reference purposes, attached hereto as Exhibit � is a District organizational chart, which may change from time to time in the District's discretion.
Lifestyle Coordinator Position
1. The Contractor shall be responsible, through the Lifestyle Coordinator position, for creati,,g and i111plementing: (i) comprehensive and varied schedules of events and activities at the River Club Amenity that will appeal to a broad spectrum of District
3

residents, guests and invitees ('"Lifestyle Acti11ities"), (ii) coordinating, planning, budgeting and execution of Lifestyle Activities with outside vendors including, but not limited to, Mattamy Jacksonville, LLC, (iii) promoting Lifestyle Activities through multiple media p latforms and newsletters, (iv) engaging and fostering relationships with current and prospective residents, and (v) identifying, vetting and coordinating with a variety of local and regional vendors for Lifestyle Activities, all
of which is as more particularly set forth in Composite Exhil!it �- The Contractor shall be responsible, through the Lifestyle Coordinator position, for the oversight of all of its employees, independent contractors and licensees of the District performing work related to the Lifestyle Activi1ies1 and the activities as more particularly described in Composite ExhiQit C.
ii. The compensation and general job desct'iption are as set forth in Com,1>osite Exhibit C.
River Club Amenity Cafe and Guest Services Positions

1. The Conrractor shall provide guest Md cafe food services, in line with the job descriptions and functions as set forth in Co'!!,Posite Exhil,_it C. These amounts shall be inclusive of the staff positions set forth in Composite E�!!i!>Jt C and include, but not be limited to: asi-ociated wages, salaries, associated taxes, human resource administration, background checks, drug screening, and other employer's payroll expenses, and any processing fees, which specific job functions/services are compensated to Contractor at the pricing set forth in Co!!llto�ite_ ,!i:xhibit C. such that the positions and compensation shall be comprehensive for operation ofthe cafe facilities.
ii.  The  fees  charged  pursuant  to  C__<> mposite  Exhibit  C  shall  be  billed  monthly,  in conformance with the invoicing tenns set forth in the Agreement. The District shall onJy be charged for the portion of services actually rendered; tf certain of the positions set forth in Ci,mRostte E!!J,ibit C are not staffed, the District shall not be charged for such positions.
Aquatic Facilities Management Se1·vices

The Contractor shall be responsible for all duties associated with aquatic management and maintenance of the aquatic facilities at the River Club Amenity ("Aqllalic Facilities"), which shall include, but not be limited to: completing regular pool maintenance, along with management, scheduling, recrniting, hiring, training, and supervising all personnel. Contractor shall be solely responsible for the cost of any training; unifonns, and certifications required ro perform such services. Contractor and its employees shall be responsible for pool cleaning, brnshing, and chemical readings consistent with Florida law and regulations and best practices.

Contractor shall at al I times be responsible for proper staffing during pool hours in accordance with the Aquatic Facilities' seasonal schedule. recognizing that this is expected to be a swim at your own risk facility without lifeguard staffing. All personnel employed by Contractor under this Agreement shall have cunent and up-to-date certifications, and undergo Florida Department of Law Enforcement and criminal background checks.

4

111. The Services assume the pools are open subject to weather conditions and Board direction. In the event that the Aquatic Facilities are closed earlier than expected, or for a period of time, on any given day during rhc term of this Agreement (including, but not limited to, during severe weather events. hunicanc prcpareduess, etc.), Contractor agrees it shal I not bill for, nor be due payment for, any hours which the Aquatic Facilities are not staffed.
Maintenance Staff Services

The Contractor shall be responsible for all duties associated with maintenance services at the River Club Amenity ("Mabite11a11te") according to the terms provided for herein and as set forth in Composite Exhibit C, which shall include, but not be limited to: general facility and common grounds maintenance, maintenance of the Aquatic Facilities, and janitorial 1iervices, along with management, scheduling, recruiting, hiring, training, and supervising all personnel related thereto. Contractor shall be solely responsible for the cost ofany training, unifo,ms, and certifications required to perform such services.

The general nature of these Maintenance services is to provide staffing of individuals with requisite education, knowledge, skill and experience for the respective position. The total fees charged for each position shall be as sel forth in {:om osite Exhibit C and shall be all inclusive of the staff positions set forth in Com_.,posite Exhibit �. and all associated wages, salaries, associated taxes, human resource administration, background checks, drug screentng. and other employer's payroll expenses, and any processing fees. The fees charged pursuant to Composite Exhibit C shall be billed monthly, in confom1ance with the invoicing terms set forth in the Agreement. The District shal I only be charged for the portion of Maintenance services actually rendered; if certain of the positions set forth in Composite Exhibit {: are not staffed, the District shall not be charged for such positions. . 
COMPENSATION. Contractor shall be compensated for providing the Services described in Section 3 of this Agreement and exhibits hereto in accordance with the following terms:
The Agreement shall be for a one (I) year period beginning on the effective date of this Agreement, renewable or terminable pursuant to the provisions herein. The Agreement may be renewed for two optional one (I) year renewals at the compensation set f011h herein, and on the same terms and conditions as set forth in this Agreement unless amended in writing by mutual agreement of the Parties. The direction to renew for an additional one (I) year period will be evidenced by motion of the Board at a noticed public meeting. The pricing below is inclusive of all costs, fees, charges and compensation, including m ileage allowances, unifonns, cell phone charges, vehicle and any other items related to the performance of the Services except as otherwise provided for herein.
The pricing is as detailed in the attached Composite Exhibit C. The staffed hours of the River Club Amenity shaJI be in accordance with this Agreement and Co�posite Exhjp..!L� and as directed by the District's dcsignee, who shall be tbe District Manager. Contractor shall provide, upon request, copies of employee time and attendance records, documenting the total hours worked. Contractor agrees to render monthly invoices to the District, in writing, which shall be delivered to the District at the offices of the District Manager on or before the fifteent.h ( 1 5th) of the
5

month in which the invoice is being bil'led (e.g., for Contractor to receive timely payment for Services provided for the month of May, the invoice for May shall be delivered to the District Manager On or before May 15th). Tbese monthly invoices are due and payable within fifteen ( 1 5) days upon receipt of the invoice by the District. Each monthly invoice will include such supporting information as the District may reasonably require the Contractor to provide. Tn the event there is a dispute regarding payment or Services, the District reserves the right to hold the portion of the payment in dispute, pending expeditious negotiation and resolution of the dispute in good faith by the Parties.

CONTRACTOR HIRl:',G OF GENERAL MANAGER ANO FIELD OPERATIONS MANAGER PROCEiDURES. The Contractor shall be responsible for the Services, including the reciuitment, selection and hiring of the position of General Manager and Field Operations Manager. Any costs associated with the hiring of either ofthese positions (i.e., recruitment. advertising, or relocation expenses) shall be bomc by the Contractor as part of the Compensation provided for herein. The District cannot terminate the General Manager or Field Operations Manager. However, upon tl1e determination of the District that the General Manager or Field Operations Ma11ager oi' are not fulfilling his or her assigned duties in a satisfactory manner, the District, through its District Manager, shall confer with the Contractor regarding the failu(e to provide services in compliance with this Agreement. The Contractor agrees to resolve such issues expedjtiously. The District retains  its rights  to  tc1minate  the Contractor for lack  ofperformance and as provided for herein.
GENERAL PROVISIONS.

Contractor is an independent contractor. Contractor shall have sole authority as an independent Contractor in dealing �• ith its employees and shall be solely responsible for all necessary insurance payments (including workers' compensation, as required by Florida law), payroll taxes and other deductions, and the provision of various benefits to its staff. Contractor shall be liable for the performance, or lack thereof, of employees of the District. of Contractor's employees and contractors, licensees, lessees and vendors that arc within the Contractor's control. Contractor shall solely be responsible for oversight, control, direction and management of all personnel providing services of functions at the District and shall defend, hold the District, District officers and District staff harmless and indemnify the District, District officers and District staffagainst any employment or other related claims arising from the same. This provision is meant to be exhaustive such that any claims related to the provision ofthe Services arise, Contractor shall defend, hold the District, District staff and District officers harmless and indemnify the District, District staff and District officers. Contractor represents it has been provided consideration and payment of and for the Services and the indemnification provisions provided for in this Agreement.
Contractor shall promptly respond to any and all emergencies or problems related to the River Club Amenity and shall report to the District all known problems related to the River Club Amenity.
Costs incurred by Contractor due to emergencies or at the written direction of the District shall be reimbursed to Contractor at cost and in no event at an amount greater than cost. Such reimbursements shall be paid only in accordance with receipts for such costs provided to the District by Contractor

6

Contractor shall provide, at no additional cost to the District, company uniforms to all personnel providing the Services.
Contractor shall provide annual evaluations of all employees staffed at the District at a minimum. Such evaluations shall be standardized and provided in accordance with best employment practices. Contractor shall train employees with supervisory responsibilities, or cause such employees to be trained, including but not limited to the General Manager and various depattment heads, in human resources and employment best practices. This training at a minimum shall include such topics as performance management and terminations, corrective actions, social networ�ing best practices and the "do's and dont's". harassment and discrimination, interviewing and handling difficult employees/conflict resolution.
All purchases made by any of the positions paid for ptu-su,mt to this Agreement or an addendum thereto will be in accordance wirh and subject to the District's procurement and purchasing policies, Rules of Procedure and subject to all requirements for District procurement and purchases imposed' by Florida law. The DistTict will be responsible for all operating expenses pettaining to the day-to-day operation that will be reasonably necessary for a public purpose of the District. These will include, but not be limited to, the following: District telephone s�rvices, utilities, operating supplies, and other related expenses to District specific operations not a part of the responsibilities of Contractor. No expenditure in excess of the amount budgeted for such may be made without prior Board approval except in the event of an emergency, in which case the Contractor shall report such expenditure aud Lhe reason for the emergencY, expense to the District Manager as soon as possible, but in no event laterthan seventy-two (72) hours.

Costs incurred by Contractor due to emergencies or at the written direction of the District shall be reimbursed to Contractor at cosr. Such reimbursements shall be paid only in accordance with receipts for such costs provided to the District by Contractor.
The General Manager position staffed by Contractor shall (i) provide equal treatment and equal access to the River Club Amenity for all residents and paid users, and
(ii) maintain the assets of the District in a manner consistent with direction from the Board, through adopted budgets and other Board direction, and consistent with the federal tax law and bond covenants, as applicable. Any substantial opel'ational or budget change shall only be made as approved by the Board. Substantial shall mean a change that affects the integrity of one of the District's core programs or total projected operational fiscal year spending is expected to exceed the adopted fiscal year budget. The purchasing thresholds for the General Manager are pursuant to the policy adopted by the Board, which may be chahged from time to time. The current policy is attached to this Agreement for reference purposes.

I. To the extent that any other terms provided in Com oslte txhibit C conflict with the tenns of this Agreement, the tenns of this Agreement shall control.
REVENUES FOR RIVER CLUB AMENITY PROGRAMMING. Contractor is not entitled to any of the District revenues for Facilities programs whatsoever, The sole compensation for services provided hereunder are as defined in paragraph four herein and as identified in this Agreement.

7

CARE OF THE PROPERTY. Contractor shall use all due care to protect the River Club Amenity and property of the District, its residents, guests and invitees from damage by Contractor or its employees or agents. Contractor agrees to commence repair of any damage resulting from the Services within twenty-four (24) hours of notice thereof. Any such repairs shall be at Contractor's sole expense, unless otherwise agreed, in writing, by the District.
COMPLIANCE WITH GOVERNMENTAL REGULATIONS. In providing the Services. Contractor shall use approved and effective chemicals and cleaning agents in strict compliance with state and federal environmental guidelines. Further, Contractor shall take any action necessary to promptly comply with any and all orders or requirements affecting the River Club Arnet1ity placed thereon by any govemmencal authority having jurisdiction. However, Contractor shall not take any acJion under this paragraph if the District is contesting or has affirmed its intention to contest any such order or requirement. Contractor shall promptly and in no event within more than forty-eight (48) hours notify the District in writing of all such orders or requirements.
INVESTIGATION AND REPORT OF ACCIDENTS/CLAIMS. Contracror shall promptly and in no event within more than forty-eight (48) hours provide a written report as to all accidents. injuries or claims for damage relating to the River Club Amenity or related to the Services, including any damage or destruction of prope11y, and shall cooperate and make any and all reports required by any insurance company, law enforcement agency or the District in connection therewith, unless the Board expressly directs Contractor otherwise, in writing.
1 1. TERMINATION, The District shall have the right to terminate this Agreement at any time upon written notice to Contractor due to Contractor's failure to perfonn in accordance wit11 the tenns of this Agreement, or upon thirty {30) days' written notice without cause and forany reason whatsoever. The District shall have the right to terminate this Agreement immediately upon establishment of the Rivers Edge II Community Development District, which djstJict is expected to own 1he River Club Amenity, and which petition for establishment has been submitted to St. Johns County. Contractor shall have the right to terminate this Agreement upon ninety (90) days' written notice to the District stating a failure of the Distrrct to perform in accordance with the terms of this Agreement; provided, however, that the Dis1ric1 shall be provided a reasonable opportunity to cure any failure under this Agreement. In the event either party terminates this Agreement, Contractor agrees to accept the balance due and owing to it at the effective date of termination for the Services perfom10d up to that date as sole means of recovery hereunder, subject to any offsets the District may have against Contractor, Upon temiination of this Agreement, unless such termination results in the transfer of the terms and conditions to Rivers Edge 1T Community Development District, the Contractor shall, as soon as practicable, but in no event later than the effective date of termination or such other date as set forth in the following: (i) deliver to the District all materials, equipment, tools and supplies, keys, contracts and documents relating to the River Club Amenity, the District operations, and such orher accoumings, papers, and records as the District shall request and are in the Contractor's possession or under the Contractor's reasonable direct control pertaining to the River Club Amenity; (ii) vacate any portion of the River Club Amenity then accessed by the Contractor as a consequence of this Agreement; and, (iii) furnish all such information and take all such action as the District shall reasonably require in order to effect an orderly and systematic ending of the Contractor's duties and activities hereunder. Within ten ( IO) days after the effective date of any such termination, the Contractor shall deliver to the Dis1rict any written reports required hereunder for any period not covered by p1ior reports at the time oftermination.

INSURANCE.

Contractor shall maintain throughout ·the term of this Agreement the following insurance:

Workers' Compensation lnsurance in accordance with the laws of the State of Florida.
Commercial General liability insurance with the following limits:

$3,000,000
Sl ,000,000
$1, 000,000
$ l ,000,000

General Aggreg_ate Products/Completed Operations Personal & Advertising Injury Each Occurre11ce

Comprehensive automobile liability ins11rance for all vehicles used by the Contractor or General Manager with respect to the operation of the Facilities whether non-owned or hired, with a combined single limit of$1 ,000,000.
Employer's Liability Coverage with limits of $250,000.
Professional Liability lnsurnnce with limits of$1 ,000,000.
tvi) Employment theft dishonesty insurance inthe amount oUS00,000.
(vii) Abuse/Molestation coverage in the amount of $1 ,000.000.
{viii)	Excess (Umbrella) liability policy in excess of the limits set forth in the provisions above, in the amount of$5,000,000.
Insurance obtained by Contractor shall be prima1y and noncontributory with resrect to insurance outlined above. All !;uch policies shall be issued by insurance companjes licensed to do business in the state of Florida. The District, its Board members, the District Manager, District Counsel, District Engineer, officers, staff, employees, representatives, agents and trustees, along with Mattamy Jacksonville. LLC, and its officers, employees. representatives, agents and trustees, shall be listed as additional insureds on each such policy, and no rolicy may be canceled during the term of this Agreement without at least thirty (30) da.ys written notice to the District. An insurance certificate evidencing compliance with this paragraph shall be sent to the District prior to the com1nenceme11t ofany performance under this Agreement- No policy tnay be canceled during the term ofthis Agreement.
INDEMNIFJCATION.

Obligations under this paragraph shall include the payment of all settlements, judgments, damages, liquidated damages, penalties, forfeitures, back pay awards, court costs, arbitration and/or mediation costs, litigation expenses. attorney fees and paralegal fees {incu1Ted in court, out ofcourt, on appeal, or in bankruptcy proceedings) as ordered.
Contractor will defend, indemnify, save and hold the District, and its Board members, the District Manager, District Counsel, District Engineer, officers, staff,
9

employees, representatives, agents and trustees, along with Martamy Jacksonville, LLC, and its officers, employees, representatives, agents, and uustees (altogether, the "Distl'ict
/11de11111itees"} hannless from all loss, damage, injury or any other claims whatsoever, including all judgmclllS, liens, liabilities, debts and obligations resulting from the acts or omissions ofContractor's officers, directors, agents, assigns or employees·.
For purposes of this section, "acts or omissions" on the part of Contractor's officers, directors. agents, assigns or employees includes. but is not limited to, the operation and management of the River Club Amenity in a manner that would require a permit, license, certification, consent, or other approval from any governmental agency which has jurisdiction over the operation and management of the River Club Amenity, unless such permit, license. certification, consent, or other approval is first obtained or the Board has expressly directed Contractor in writing not to obtain such pem1it license, certification, consent, or other approval.
The indemnification rights herein contained shall be cumulative of, and in addition to, any and all rights, remedies and recourse to which the District shall be entitled, whetherpursuant to some other provision of this Agreement, at law, or in equity. The provisions of this section 13 shall survive the termination or expiration of this Agreement.
DEFAULT A�D PH01'F:CTION AG.\l�ST THIRO-PARTY INTERFERENCE. A default by either party under thb Agtcemcnt shall entitle the other to all remedies available at law or in equity, which may include, but not be limited to, the right of damages, injunctive relief, and/or specific performance. The District shall be solely responsible for enforcing its rights under this Agreement against any interfering third-party. Nothing contained herein shall limit or impair the District's right to protect its rights from interference by a third-party to this Agreement.
ENFORCEMENT OF AGREEMENT. In the event that either the District or Contractor is required co enforce this Agreement by court proceedings or otherwise, then the prevailing party shall be entitled to recover all fees and costs incurred, including reasonable attorneys' fees and costs for trial. alternative dispute resolution, or appellate proceedings.
ENTIRE AGREEMENT. This instrument shall constitute the final and complete expression of the agreement between the Parties hereto relating to the subject matter of this Agreement.
AMENDMENTS. Amendments to and waiYers of the provisions contained in this Agreement may be made only by an instrnmenl in wriring which is executed by both Patties hereto.
AUTHOIUZATION. The execution of this Agreement has been duly authorized by the appropriate body or official of both Parties hereto, both Parties have complied with all the requirements of law, and both Parties hRve foll power and authority to comply with the te1ms and provisions of this Agreement.
NOTICES. A 11 notices, requests, consents, and other communications under this Agreement ("Notice" or ..Notices") shall be in writing and shall be delivered, mailed by Overnight Delivery or First Class Mail, postage prepaid. to the Parties, as follows:

A.

If to Contractor:	Vesta Property Services, Tnc.
245 Riverside Avenue, Suite 250
JO 

8.	1fto District:

With a copy to:

Jacksonville, FL 32202 Attention: Dan Fagen
e-mail: Dfagcn!� vcstapropcnyscr\'iccs.com
475 West Town Place, Suite 1 14 St. Augustine, Florida 32092 Attn: District Manager
e-mail: jpcrry�{! gmsnf.com
Hopping Green & Sams, P.A.
119 South Monroe Street, Suite 300 Tallahassee, Florida 32301
Attn: Jennifer Kilinski
t:-mail: jcnk(ft. hgi:law.com

Except as otherwise provided in this Agreement, any Notice shall be deemed received only upon actual delivery at the address set forth above. Notices delivered after 5:00 p.m. (at the place of delivery) or on a non-business day, shall be deemed received on the next business day. lf any time for giving Notice contained in this Agreement would otherwise expire on a non-business day, the Notice period shall be extended to the next succeeding business day, Saturdays, Sundays, and legal holidays recognized by the United States government shall not be regarded as business days. Counsel for the District and counsel for Contractor may deliver Notice on behalf ofthe Dish·ict and Contractor. Any party or other person to whom Notices are to be sent or copied may notify the other Parties and addressees of any change in name or address to which Notices shall be sent by providing the same on five (5) days' written notice to the Parties and addressees set forth herein.
THIRD-PARTY BENHICIARff.S. This Agreement is solely for the benefit of the Parties hereto, and no right or cause of action shall accrne upon or by reason of or for the benefit of any third­ party not a formal party to this Agreement. Nothing in this Agreement expressed or implied is intended or shall be construed to confer upon any person or corporation or other entity other than the Parties hereto any right, remedy, or claim under or by reason of this Agreement or any ofthe provisions or conditions of this Agreement; and all of the provisions, representations, covenants. and conditions contained in this Agreement shall inure to the sole benefit of and shall be binding upon the District and Contractor and their respective representatives. successors. and assigns.
ASSIGNMENT. Neither the District nor Contractor may assign this Ag!·eement or any monies to become due hereunder without the prior written approval of the other. Any purported assignment without such written approval shall be void.
CONTROLLING LAW AND VENUE. This Agreement and the provisions contained in this Agreement shall be constrned, interpreted, and controlled according to the laws of the State of Florida. The Parties agree that venue for any action arising hereunder .'>hall be in a court of appropriatejurisdiction in St Johns County, Florida.
EFFECTIVE DATE. This Agreement shall be effective after execution by both the District and Contractor and shall remain in effect until 11 :59 p.m. on March 31, 2019, unless terminated earlier in accordance with the provisions herein.
PUBLIC RECORDS. Contractor understands and agrees that all documents of any kind provided to the District in connection with this Agreement may be public records, and accordingly,
I 1

Contractor agrees to comply with all applicable provisions of Florida law in handling such records, including, but uot limited to, section I 19.0701, Florida Statutes. Contractor acknowledges that the designated public records custodian for the District is Jim Peny ("Public Records Custodia11"). Among other requirements and to the extent applicable by law, Contractor shall I) keep and maintain public records tequired by the District to perform the service; 2) upon request by the Public Records Custodian, provide the District with the requested public records or allow the records to be inspected or copied within a reasonable time period at a cost that does not exceed the cost provided in Chapter l 19, Florida Statutes; 3) ensure that public records which arc exempt or confidential, and exempt from public records disclosure requirements, are not disclosed except as authorized by law for the duration of the contract term and following the contract term if Contractor does 1101 transfer the records to the Public Records Custodian of the District; and 4) upon completion of the contract, transfer to the District, at no cost, all public records in Contractor's possession or, alternatively, keep, maintain and meet aJI applicable requirements for retaining public records pursuant to Florida laws. When such public records are transfen-ed by Contractor, Contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. All records stored electi'onically must be provided to the District in a format that is compatible with Microsoft Word or Adobe PDF formats.
IF CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORTDA STA TUTES, TO CONTRACTOR'S DUTY TO PROVJDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT 'THE PUBLJC RECORDS CUSTODIAN AT 1-904-940-5850,
,JPERRY�, GMSNF.COM,  OR  475  WEST  TOWN  PLACE,  SUITE   11'4,  ST. AUGUSTINE, FLORIDA 32092.
SEVERABILITY. The invalidity or unenforceability of any one or more provisions of this Agreement shall not affect the validity or enforceability of the remaining portions of this Agreement or any part of this Agreement not held to be invalid or unenforceable.
HEADINGS FOR CONVENIENCE ONLY. The descriptive headings in this Agreement are for convenience only and shall not control or affect the meaning 01· constmction of any of the provisions ofthis Agreement.
COUNTERPARTS. This Agreement may be executed in any number of counterparts, each of which when executed and delivered shall be an original; however, all such counterparts together shall constitute but one and the same instmment.
NEGOTIATJO� AT ARM'S LENGTH. This Agreement has been negotiated fully between the Parties as an arm's length transaction. The Parties pa11icipated fully in the preparation of this Agreement and received, or had the opportunity to receive, the advice ofcounsel. In the case ofa dispute concerning the interpretation of any provision of this Agreement, all Parties are deemed to have drafted, chosen, and selected the language, and the doubtful language will not be interpreted or construed against any party.
LJI\IJTATIONS ON GOVERNMENTAL LIABILITY. Nothing in this Agreement shall be deemed as a waiver of immunity or limits of liability of the District beyond any statutory limited waiver of immunity or limits of liability which may have been adopted by the Florida Legislature in section 768.28, Florida Statutes, or other statute or law, and nothing in this Agreement shall inure to the benefit of any third-party for the purpose of allowing any claim which would otherwise be barred under the Doctrine of Sovereign lmmunity or by operation of law.
12

IREMAlNDER OF PAGE INTENTIONALLY LEFT BLANK!

I J

above,

IN WITNESS  WlffiREO.(t', the  Parties  execute  this  Agteement  the  day  and  year  fil'st  written

Attest:

-·�/	r/··a

/, ··
co · tary/Assistnnt Se et y, ard of Supervisors �
Print Nnme:  J'/btJ.�J   ,/ ��/

RIVERS F.DGE
COMMUNITY DEVELOPMENT DISTRICT
<?--i-------
ChairpersonNice Cha irperson,
Bonrc-1 of Supervisors

Exl1ibit A:
Composite Exhibit B:

L�a.sc between District nnd Maltflmy Jacksonville, LLC River Club Amenity Area

Composite F,xhibit C: Scope of Services Exhibit D:	Organizational Chart

Composite Exhibit B
River Club Amenity Area

Composite Exhibit C
Scope of Services

Rivers Edge Community Development District
Vesta Property Services, Inc.
Amenity Management & Maintenance Services

Submitted by:

Vesta Property Services, Inc.
245 Riverside Avenue, Suite 250
Jacksonville, Florida 32204
(904) 355-1831

INTRODUCTION

Since its founding by Roy Deary in 1994, Jacksonville-based Amenity Companies has been the trail-blazer and leader in providing contracted amenity/recreation facility operations for planned-communities in Florida, touching the lives of hundreds-of-thousands of people over the past twenty years. Since 1998, we’ve continuously and successfully handled large, amenity facility-management/staffing contracts throughout the state. Communities have also contracted with us to benefit from our consulting expertise on behalf of new facility construction and extensive renovation projects.
In 2011, Amenity Companies joined Vesta Property Services, Inc., Florida’s pioneer in combining amenity financing and management, lifestyle programming, and community association management services under one corporate umbrella. Vesta is headquartered in Jacksonville, has offices throughout the state, and has over 800 employees - most of which are dedicated on-site at our client-communities.

What Distinguishes Vesta from our competition?

Comprehensive Expertise & Engagement: We provide a wide breadth-of-services (recreation facility management, maintenance, and lifestyle programming) at CDDs and HOAs throughout Florida, engaging tens-of-thousands of families every day with friendly, reliable, and passionate service-professionals.

Exceptional, Long-Term Relationships: Our Amenities Division is marked by long-term relationships built upon close, personal ties between our customers, management team, and vendors. (We still serve our very first customer - Kings Point Delray – after 24 years!) This length and depth of our relationships corresponds with our high customer retention- rate, all of which reflects the loyalty and satisfaction that we’ve sustained with our customers and associates every day for the past two decades.

PROPOSED SERVICES

The District’s detailed scope-of-work is outlined as follows:
Community Management
General Manager
Amenities Staff
Lifestyle Coordinator
RiverClub Café Staff
Guest Services Hosts
Maintenance Services
Facility Maintenance
Pool Maintenance
Janitorial

PERSONNEL

The Community General Manager shall be employed to oversee all facets  of  the  operation  with a particular focus on guest services. Additional oversight includes  maintenance,  events,  aquatics and food and beverage services. (refer to Exhibit A).
A Lifestyle Coordinator shall have the responsibilities of creating and executing a wide variety of events and ongoing activities for a broad spectrum of residents (refer to Exhibit B).
A Field Operations Manager shall oversee the day-to-day operation of all district assets, common grounds and service providers. (refer to Exhibit C).
RiverClub Café staff shall provide food service to all patrons during agreed upon operating hours and special events. (refer to Exhibit D pro forma)
Guest Services Hosts shall be employed to provide a wide range of services to all residents, prospective residents and approved guests. Duties include the greeting of patrons, providing tours of the facilities, issuance of access cards and policy enforcement. Staffing levels will vary based on the season.
Maintenance Staff shall provide a variety of services to ensure all district assets are well maintained. (refer to Exhibit F).

OTHER

1. Certification and Training:
Café staff shall hold the necessary ServSafe certifications
PRICING

General Manager: $32,500

Lifestyle Coordinator: $30,750.00

Field Operations Manager: $30,750.00

River Club Café: $65,700.00

Guest Services for River Club: $90,206.00

Facility and Common Grounds Maintenance for River Club: $41,250.00

Pool Maintenance Services: for River Club: $9,113.00

Janitorial Services: for River Club: $16,133.00

Total Annual Fees for all service components (A through I above) = $349,114.00

Any future rate increases will not exceed 3.0% annually and are subject to board approval and shall be consistent with this Agreement.

Exhibit A
Act as a liaison between Vesta staff, District Staff and the Board of Supervisors.
	Ensure that staff provide exceptional service for the benefit of all residents, guests and prospective home buyers.
Act as an ambassador of the community.
Provide tours of the amenities for new and prospective residents.
Act as an extension of sales agents and realtors in assisting prospective home buyers.
	Hold subordinate managers (such as the F+B Manager, Field Operations Manager and Lifestyle Director) accountable to a high level of performance within their areas of responsibility. Provide direction and support to said staff.
	Maintain an expansive knowledge of the history and current state of the entire community. Provide suggestions to the board relative to potential future needs of the district.
Resolve resident issues on a timely basis.
Recommend district policy changes as needed.
	Maintain timely communication with the Board of Supervisor, CDD staff and support staff.
Issue comprehensive reports to the board at monthly meetings.

Exhibit B

Develop and implement a wide variety of community-wide events, activities, and programs to help fulfill the residents’ desired lifestyle and maximize their use of the amenities.
Work closely with the Mattamy marketing team in the planning, budgeting and execution of events for residents and prospects.
Promote the lifestyle of RiverTown through the community website, multiple social media sites and a monthly newsletter in addition to weekly e-blasts.
Act as the “host” of each event by remaining available to build relationships with residents, guests and prospective home buyers.
Identify and vet a variety of entertainment and specialty vendors that will be used for special event and lifestyle programming.
Provide tours of the amenities for new and prospective residents.
Complete administrative duties such as scheduling, registration and payment collection. Arrange payment to vendors by working with the developer and District Staff.
Create child and adult team recreation activities.
Ensure that all expenses stay within he lifestyle/special events budget.
Management/Special Events Budgets (if any) and provide quarterly updates on all such expenditures.
Hire, train and schedule special event staff for events (small and large).
Debrief with personnel after the event in order to improve future events.
Field resident questions, inquiries, and concerns regarding lifestyle programs.

Exhibit C

Implement all policies and procedures established by the District as they relate to the day-to-day maintenance and upkeep of all District assets.
Act as the primary point of contact for district supervisors and staff, residents and service providers.
Report to and interact with district supervisors, staff and residents during monthly meetings. Implement District Board directives on a timely basis.
Respond to resident inquiries in a timely and professional manner.
Advise the CDD of any necessary repairs, extraordinary cleaning, or replacement items that may be required due to “normal wear-and-tear,” natural disasters, vandalism, etc. and secure cost estimates for same.
Assist the District Manager in developing an annual maintenance budget and a long- term facility replacement schedule
Maintain an up-to-date operations and maintenance manual, complete with current drawings.
Create a detailed scope of work for projects requiring additional contractors. Work with and present to the board of supervisors when appropriate. Secure cost estimates and initiate work.
Hire, train and hold accountable onsite maintenance staff. Areas of responsibility include; pool maintenance, janitorial services, outdoor facility maintenance and common grounds maintenance throughout the community.
Assess the performance of all maintenance contractors. Hold all service providers accountable to a high standard. Report to board any remedial actions required.
Landscaping/Irrigation: Oversee landscape maintenance/irrigation system provider’s performance through regular meetings and inspections. Action item lists will be created in documenting and monitoring problem-resolution. Work with provider’s management team to ensure compliance with contractual requirements and corrections to performance deficiencies, as needed.
Maintenance of Lakes/Holding Ponds: Oversee performance of storm water- management system service provider, as well as pond maintenance provider. Ensure that inlets are maintained, debris around embankments is removed, etc.

Exhibit D

52 week period
Net Sales	$9,690	
Cost of Goods Sold (40% of Sales)	$3,876	
Gross Profit	$5,814	
Labor Expenses:		
Total Labor Expense
Other Expenses:	$65,700	
Operational Supplies(pots, pans, utensils, etc)	$500	
Uniforms	$500	
Consumable Supplies	$1,500	
Cleaning Supplies(EcoLab)	$1,100	
Licenses & Permits	$2,000	
POS Sys. Support	$250	
Printing & Copying	$250	
Risk Mgmt./Safety Cert.	$250	
Total Other Expenses	$6,350	
Net Income:	-­‐$66,236	

Exhibit E
General Facility and Common Grounds Maintenance
Daily cleaning of all outdoor structures.
Thorough removal of debris and trash in and around the facility.
Clean soffits, ceiling fans, light fixtures and all outdoor ceiling surfaces.
Blow off entire pool deck and all entryways.
Removal of spider webs, wasps’ nests, mud daubers, etc.
Maintain 3 tennis courts. Regular maintenance includes brushing, rolling and lining of all courts. Regular maintenance of the irrigation system. Inspection and repair of windscreens. Removal and application of surface material as needed.
Assist the Field Operations Manager in maintaining all district common grounds and monuments. Maintenance includes management of dog waste stations and trash and debris removal throughout the property.
Address (and report) safety hazards immediately.
Spot pressure wash as needed.
Projects ad simple repairs as able.

Swimming Pool Maintenance
Check pool water quality and complete appropriate form equivalent to DH Form921 3/98 Swimming Pool Report, as required by Chapter 64E-9.004(13), FAC, each site visit.
Conduct and record necessary tests for proper pool chemicals as required in order to maintain water quality levels within requirements of Chapter 64E-9.004(1)(d).
Manually skim, brush and vacuum pools as necessary
Clean pool tiles and scum gutters.
Perform annual maintenance.
Operate filtration and recirculation systems.
Maintain pool at proper water level and maintain filtration rates.
Check valves and other components for leaks and maintain in proper condition.
Advise the District of any necessary repairs, cleaning, or replacement items required due to normal wear & tear, “Acts of God,” or vandalism. Such repairs shall be billed separately upon written approval of the District.

Note 1: Additional service and chemicals due to natural disasters or gale-force winds shall be billable to the District at cost.
Note 2: Pool chemicals necessary to maintain water quality in accordance with Florida law shall be purchased directly by the District and shall not be included in the pool maintenance price proposed herein.

Janitorial Services
Maintain general appearance of all indoor spaces by vacuuming carpet, dusting of all fixtures, mopping floors, cleaning windows, bathrooms, counters and tiled areas.
Window cleaning includes window ledges and blinds.
Bathroom cleaning includes all toilets, bases behind toilets, counters, mirrors and shower stalls. Soap dispensers shall be cleaned and filled when necessary. Paper product dispensers shall be restocked as needed.

Dusting includes the cleaning of window ledges, vents, furniture bases, shelves, picture frames, counter tops, tables, televisions and fitness equipment.
Straightening of all furniture and fixtures.
Removal of all interior trash.

Note: Should extraordinary cleaning services be required (as agreed to by the District Manager or the Board of Supervisors), such special janitorial services and/or equipment/supplies shall be billable to the District.

Exhibit D
Organizational Chart

General Manager

Foodand Beverage Manager

Hospitality and Aquatics Staff

Lifestyle
Director

Field Operations

and
Mai	ance

nten

Manager

Cafe and Welcome Center Staff

Catering and
Event Staff

Common

Event Staff

Program Service Providers

Grounds
M	ce

aintenen

Staff

* Pool and Facility Maintenance
*Janitorial

NINTH ORDER OF BUSINESS

A.

Non-Motorized Watercraft Storage Space Lease Agreement

NOTE TO STAFF: This form may contain confidential information. Please do not disclose its contents without first consulting the District Manager.

PRIVACY NOTICE: Under Florida’s Public Records Law, Chapter 119, Florida Statutes, some of the information you submit on this form may become part of a public record. This means that if a citizen  makes a public records request, we may be required to disclose certain parts of the information you submit to us.

Resident, ___________________________________________________________________, residing at
_________________________________________________________________hereby agrees to lease Kayak/Paddle Board Storage Space _____ from Rivers Edge Community Development District (the “District”), or its successor in interest the Rivers Edge II Community Development District, as applicable, from the date of signature below until this lease is terminated as set forth in paragraph 13 of the terms, for a total annual rental of $125.00 to be billed annually. The said storage space will be utilized solely for the purpose of storing the following described kayak/paddle board:
Type of Watercraft: 	__________________
Make of Watercraft: _____________________________________________
Color of Watercraft: ___________________________
Length of Watercraft: 	_____
Year of Watercraft: ____________________________
TERMS OF THE LEASE AGREEMENT:

The District and/or its assigns, reserves the right to require the undersigned resident, hereinafter referred to as “Owner,” to move his/her watercraft upon five (5) days written notice thereof to another storage space or to another storage location, such as the garage of Owner. The Owner must provide his/her own way to move his/her watercraft to comply with the District’s request. The District reserves the right to mandate immediate removal if there is a health, safety or welfare issue associated therewith.
The District agrees to keep the storage spaces and launch platform in reasonable repair so as to be usable at all times barring situations and events outside of the District’s control.
The Owner agrees not to allow any extensive maintenance or repair of the non-motorized watercraft at the dock or storage areas without notification to and approval from the District’s Amenity Manager.
The undersigned Owner on his/her own behalf, and on behalf of his/her heirs, executors and administrators, releases and forever discharges the Released and Indemnified Parties (defined below), from any and all liabilities, claims, actions, damages, costs or expenses of any nature arising out of or in any way connected with any and all acts or omissions related to the use or storage of the Owner’s watercraft, negligent or otherwise, of the Released and Indemnified Parties and any other persons who are guests, workmen, other owners, trespassers or agents of the Released and Indemnified Parties, and further agrees to indemnify and hold each of the Released and Indemnified Parties harmless against any and all such liabilities, claims, actions, damages, costs or expenses, including, but not limited to, all attorney's fees and disbursements. The “Released and Indemnified Parties“ are the District, the Rivers Edge II Community Development District, Mattamy Jacksonville LLC, its manager, Mattamy Florida LLC, its manager, Calben (Florida) Corporations, Vesta Property Services, Governmental Management Services, LLC, and all related and affiliated companies, and the officers, directors, supervisors, employees, agents, representatives, successors and assigns of each of the foregoing entities.
Owner hereby certifies that he/she owns the above-described watercraft and agrees to provide the

District’s Amenity Manager written notice, within two (2) business days, of any transfer of ownership of any watercraft of Owner occupying said storage space. This Lease shall terminate without refund to Owner if Owner fails to provide certification of current ownership of any watercraft occupying the leased storage space within fourteen (14) days after requested to do so by the Amenity Manager.
Owner agrees and covenants that he/she has read the Rules and Regulations listed in the District’s River Club Amenities Rules Handbook under "Non-Motorized Watercraft Storage and Rentals,” which is attached hereto as Exhibit A and made a part of this Lease Agreement. Owner agrees to abide by these rules and regulations, and noncompliance after written notice of violation may, at the District’s discretion, result in termination of this Lease upon fourteen (14) days-written notice and shall provide a prorated refund for any prepaid annual rental fee, if applicable.
The Owner assumes all liability for damages, other than normal wear and tear, to the storage area and launch and other property of the District, as well as damage to the property of other lessees of storage space and of docks. This liability is unrestricted, covers any and all liability for damages, including any damages from negligence, storms, and acts of God that may impact the storage space, launch platform, docks, piers, pilings, seawall and other property of the District and the property of other lessees of storage and dock space.
The Owner leases the storage space on an as-is basis. The Owner assumes total responsibility for safely storing and launching his/her watercraft at all times and under all circumstances.
The District may change the annual rental fee at its sole and absolute discretion at the beginning of each rental year and in accordance with Florida law.
Owner shall have access to the watercraft during River Club operating hours.
All watercraft shall be returned and secured in the storage shed no later than a half hour before sunset.
This Lease shall be governed by the laws of the State of Florida.
This Lease may be terminated by the District at its sole and absolute discretion upon five (5) days written notice to the Owner.
By signing below, I certify that I have read and understand this Lease, including the release and indemnity provision contained herein, and that I am eighteen (18) years of age or older.

________________________________________________ Owner Signature
________________________________________________ Owner name (printed)

Owner Cell Phone #: _____________________________
Owner Email: ___________________________________

_____________________ Date

_________________________________________________
District Amenity Staff Signature	_____________________
Date

The $125 storage rental fee check is to be made out to the Rivers Edge Community Development District.
Additional users that may utilize the kayak/paddleboard:  1._____________________________________  3.   _________________________________________
2.    __________________________________   4.___________________________________________

Is any of the personal information that you have provided on this form, including, but not limited to, identity, address, and telephone number, exempt from disclosure under Florida law?

r YES   r NO

If you checked “YES,” please explain which exemption you qualify for:
____________________________________________________________________________________
_____________________________________________________________________________________
____________________________________________________________________________________
_____________________________________________________________________________________
____________________________________________________________________________________

If you checked “YES,” please provide a written request for maintenance of such exemption to District staff at the following address:

Rivers Edge Community Development District c/o Governmental Management Services
475 West Town Place, Suite 114 St. Augustine, FL 32092 Attn: District Manager

Exhibit A
River Club Amenities Rules Handbook

[Insert River Club Amenities Rules Handbook]

B.

RIVERS EDGE COMMUNITY DEVELOPMENT DISTRICT COMMUNITY GARDEN PACKET

GARDEN DISCUSSION CHECKLIST
The RiverTown Lifestyle Director should discuss with prospective participants how the garden operates, the responsibilities of gardeners, and the possibility of the garden lease being terminated. This discussion should occur before the Gardener’s Agreement is signed so that the gardener can decide whether to participate.

TOPICS:

Garden Operations

Plot and Common Area Upkeep: Advise gardeners of responsibilities of maintaining garden.

Supplies: Advise gardeners that he/she will be responsible for his/her own seeds, plants, supplies, and tools, other than those tools provided by District.

Term: Reinforce that once a gardener signs the Gardener’s Agreement, he/she is responsible for his/her own plot until the end of the term.
Season and Hours: Advise that the garden is accessible year-round and is open from dawn until dusk.

Garden Rules: Provide the gardener with the rules and regulations, and explain that they must be obeyed by all gardeners, highlighting any serious offenses.

LEGAL RESPONSIBILITIES

Compliance with Garden Rules: Emphasize that gardener must comply with the rules or lose the privilege of gardening.
No Transfers: Emphasize that a gardener cannot transfer use of the plot without the garden coordinator/ leadership team’s approval.
Lease: Emphasize that the garden exists because of the generosity of the District, who can terminate the lease and close down the garden with thirty days’ notice or immediately in the event of a health, safety and welfare risk.

Liability Waiver: Remind the prospective gardener that risks come from participating in the garden and that by signing the Gardener’s Agreement, the gardener waives any claims against the District. Mattamy Jacksonville LLC, its manager, Mattamy Florida LLC, its manager, Calben (Florida) Corporations, Vesta Property Services, Governmental Management Services, LLC and all related and affiliated companies, and the officers, directors, supervisors, employees, agents, representatives, successors and assigns of each of the foregoing entities for injury, wrongful death, property damage, or any other claim.

GARDEN ORIENTATION FOR NEW GARDNERS

The Lifestyle Director should hold an orientation session on site with new gardeners after the new gardeners have signed the Gardener’s Agreement. The District may also require that all new gardeners attend such an orientation.

TOPICS:

Introduction of the Lifestyle Director	IV. Safety
Review mission of the garden	a. Demonstrate or highlight common
Explain the role of the Lifestyle Director	safety concerns that should be reported
Provide contact information	(overgrowth, unsafe common areas)
Show where notices and rules are posted features of any communal tools, etc.)

Tour of Physical Site: Highlight any rules that
apply to specific features ofthe garden	V.	Policies
Gate and garden access (including operating	a. Review conduct, guest, and pets policies hours)	b. Reminder about duties
Water source and use	c. Consequences for offenses
Waste disposal (if located on site)
Common areas
[ Compostpile]	VI. Getting Started
[ Tool shed]	a. Direct gardeners to their
assigned plots

to gardeners

fee]
Plot Maintenance
Show example of a model plot (typesof plants, weeding, etc.)
Review policy regarding pesticides / herbicides
Suggest locations where garden

b. Assign gate key code [ upon receipt of rental

supplies can be purchased

INDIVIDUAL LICENSE AGREEMENT

I,	 		(print	name),	a	Rivers	Edge
Community Gardener, on 	(date) hereby acknowledge and agree:

Term. This Agreement shall commence on the date first written above and  shall continue until the above named is no longer a Rivers Edge Community Gardener in compliance with the Rivers Edge Community Gardener’s Agreement as described in Composite Exhibit A or until otherwise terminated by the Rivers Edge Community Development District (“District”), with or without cause. The District has sole and unrestricted discretion to terminate this Agreement.

Use. The Rivers Edge Community Development District hereby grants to the above a limited license to garden in plot number    and to participate in the maintenance and operation   of the Rivers Edge Community Garden on certain lands owned by the District and located in St. Johns County, Florida (the “Property”), as identified in Composite Exhibit A. Use of the Property shall be for the sole purpose of gardening in plot number and of maintaining and operating the Rivers Edge Community Garden as set forth in this Agreement and as described in Composite Exhibit A, which is hereby incorporated by reference as if set forth herein. Any other use is prohibited and shall subject this Agreement to termination by the District. There shall be no use of, or act in connection with, the District’s Property that is in violation of any law, rule, or ordinance established by any federal, state, municipal or local governmental or regulatory agency, or covenant running with the Property. Parking is not authorized on the Property. Parking is only allowed in existing, paved parking spaces. No livestock or other animals may be kept on the Property. No produce or other products of the Rivers Edge Community Garden shall be subject to sale.

Signed: 	Date: 	

Print Name: 	

COMPOSITE EXHIBIT A
Rivers Edge Community Gardener’s Agreement
As a Rivers Edge Community Gardener, I, 	agree:
To pay a One-Time Membership Enrollment fee of $75 (not tax-deductible). Enrollment fee is good as long as you pay your dues.
To pay $125/year (not tax-deductible) to cover Community Garden expenses (Can be paid as 2 payments of $62.50 Due Jan 1 for Jan 1-June 30 and July 1 for July 1-Dec31)
To plant a spring crop by April 15th, a summer crop or cover by July 1st, and a fall crop by November 1st.
To visit the garden—personally or via proxy—at least twice a week.
To keep weeds to a minimum and my plot “neat and tidy” without the use of inorganic chemical weed killers (i.e. Roundup).
To maintain the areas immediately surrounding my plot.
To dispose of weeds and plant materials in designated compost area.
To water only when on-site (hand water only).
To participate in at least four community garden workdays per year, including a late- summer/early-fall cleanup and a pre-spring spruce-up.
To minimize or plant tall and sprawling crops where they will not interfere with neighboring plots or overtake shared pathways.
To harvest personal crops when mature, within one (1) week.
To pick only my own crops unless given permission by another plot member.
To use organic soil amendments and pest control methods and will not bring or use outside inorganic commercial products in this garden.
To refrain from bringing pets to the community garden.
To inform community garden leadership team or coordinator if I am no longer able to tend my plot; will be absent for a long period of time; or have asked a friend to tend my plot.
That if I am not in compliance with this agreement and do not remedy the situation within 14 days, my plot will be reassigned to the next person on the waiting list.

Gardener has read the Rivers Edge Community Garden Rules enclosed herewith and incorporated herein by reference and agree to fully abide by same. Furthermore, Gardener understands that in exchange for his/her right to participate in the Garden, Gardener on his/her own behalf, and on behalf of his/her heirs, executors and administrators, releases and forever discharges the Released and Indemnified Parties (defined below), of and from all liabilities, claims, actions, damages, costs or expenses of any nature arising out of or in any way connected with my participation in such activity, and further agree to indemnify and hold each of the released parties harmless against any and all such liabilities, claims, actions, damages, costs or expenses, including, but not limited to, all attorney's fees and disbursements. The released and indemnified parties are the Rivers Edge CDD, Mattamy Jacksonville LLC, its manager, Mattamy Florida LLC, its manager, Calben (Florida) Corporations, Vesta Property Services, Governmental Management Services, LLC and all related and affiliated companies, and the officers, directors, supervisors, employees, agents, representatives, successors and assigns of each of the foregoing entities (“Released and Indemnified Parties”). Gardener understands that

this release and indemnity agreement includes any claims based on the negligence, action or inaction of any of the above released parties and covers bodily injury (including death), any and all medical claims and expenses, and property damage, whether suffered by Gardener, before, during or after such participation.
Make checks payable to Vesta Property Services, Inc., with a note that it is for the
Community Garden.

Signed:		 Name:  	

Date:  	

In exchange, as a Rivers Edge Community Gardener, Gardener may expect to enjoy:

Use of a 4’ x 8’ raised garden plot for growing seasonal produce.
Water for irrigation.
The convenience of a shared “tool library,” or community garden tool shed.
A place to gather and connect with neighbors.
An opportunity to rediscover and teach children how people used to get food.
A fresher, healthier diet.
Monthly gardening, cooking, composting or other food-related educational opportunities.
A chance to live more sustainably.

GARDEN CLUB RULES
These Rules are intended to help all our Gardeners grow fresh, healthy food in a thriving garden and to help create a sense of community among our gardeners. Rivers Edge Community Development District (the “District”) owns the Garden, and administers these Rules. Every person who has a plot in the Garden (called “Gardeners”) must sign a legal agreement with the District in which the Gardener agrees to comply with these Rules.

ACCESS TO THE GARDEN
Season: The Garden is open and accessible all year.
Hours: Gardeners may be in the Garden between dawn and dusk.
Keys and Security: District will give each Gardener the combination to open the lock to the garden and the garden shed. Gardeners will pay a yearly $125 rental fee in exchange for receiving the combination code. On leaving the Garden, Gardeners are responsible for locking the gate if there are no other individuals in the Garden. Gardeners will follow any additional security guidelines that may be announced by District.
GARDEN PLOTS
Use of Own Plot: Gardeners may use only the plots assigned to them by the District. Gardeners will  maintain their plants within their plots and will trim any plants that extend into neighboring plots or into common areas. Gardeners shall not alter the dimensions of their plot.
Plantings: Gardeners may plant vegetables, fruits, and flowers. Gardeners shall not grow any plants above 4 feet in height.
Supplies: The District will fill each plot with organic potting soil. The District will provide the following equipment to be shared: garden hoe, short handle digging shovel, garden rake, garden cart and a storage rack for these items. Gardeners are solely responsible for providing their own seeds, plants, fertilizer, and any tools not provided by the District or Gardeners collectively.
Organic Methods: Use of compost, organic mulch, and weeding is always acceptable.  Inorganic material is prohibited.
Water: Each Gardener is responsible for hand watering his or her own plot. Gardeners will  not overwater their plants or leave a hose unattended. [The cost of water is included in the cost of plot rental, so any excessive water usage may cause the cost of plot rental to increase the following year.]
Tools: Gardeners may bring their own tools into the Garden to use in their plots, but they cannot store any tools in the Garden. Gardeners are responsible for any damage caused by tools they bring into the Garden. Gardeners shall not use any power tools, such as those that require gasoline, batteries, or electricity.
Plot Maintenance and Trash: Gardeners will maintain their plots and adjacent paths in a clean and neat fashion, promptly removing any weeds, overgrowth, or other waste from their plot. Gardeners will promptly harvest edible plants, within one week. Gardeners are responsible for hauling and disposing of their own trash, such as weeds, boxes, trays, bags, packets, and similar items.

Yearly Clean-up:    Gardeners will perform a minimum of four community garden workdays per     year, including but not limited to their plot.
Compost. Gardeners will place any organic waste such as weeds, dead plants, or rotten produce, in the compost pile designated by District.
Absence: Gardeners shall not abandon their plots. Abandonment means failing to maintain a plot for [2 weeks]. If a Gardener expects to be away from the Garden for more than [2 weeks], but less than [3 months], he or she must inform District. The Gardener and the District will then determine an alternative, such as a temporary substitute, acceptable to both. Gardeners who are away for more than 3 months will lose their plots.
No Personal Property: Gardeners shall not keep any personal property on their plots or in the Garden when they are not in the Garden. If Gardeners leave personal property on their plots after the termination of their participation in the Garden, and in no event is the District responsible for personal property. If items are left for a period exceeding 24 hours, the District may keep, donate or sell the abandoned property.
COMMON AREAS AND RESPONSIBILITIES
Common Tools: The District will provide a set of tools in a storage shed in the Garden for use by all Gardeners (the “Common Tools”). Gardeners will return the Common Tools to the storage shed as soon as they are finished using them. If a Common Tool appears dangerous or in disrepair, Gardener will not use the Common Tool and inform District immediately.
Common Responsibilities: Gardeners will keep clean and neat any common area, such as pathways and storage sheds. Gardeners will promptly report any concerns about the safety of the Garden to the District. If there is vandalism, storm damage, or other damage to the Garden, all Gardeners are expected to help in cleaning up and restoring the Garden to its prior condition, but the District will bear the cost of the repairs.
COMMUNICATION
Garden Management: The District has complete authority to interpret the Rules and make decisions.
Communication: The Lifestyle Director will act as the official point of contact for the District and Gardeners.
Contact Information: The District will post garden communication on the bulletin board at the mail kiosk in The Landings. Gardeners must tell the Coordinators of any change in their contact e-mail addresses or phone numbers.
Gardener Input: Gardeners are encouraged to provide suggestions about Garden operations to the Lifestyle Director. Gardeners should contact the Lifestyle Director directly relating to day- to-day operational matters.
Gardener Orientation: New Gardeners must sit down with the Lifestyle Director for a brief orientation of the Garden Club Rules.
CONDUCT
General Conduct: Gardeners are expected to be civil, honest, and cooperative in dealing with the District, Garden neighbors, other Gardeners, and guests of other Gardeners.

Guests: Gardeners may bring guests, including children, into the Garden, provided that the guests comply with the District’s adopted Policies, Regulations and Rules. Gardeners will supervise any child under the age of fourteen. Gardeners will be responsible for the conduct of children and their guests including making sure they do not damage or interfere with activities on other plots or otherwise engage in inappropriate conduct. Guest violations of these Rules are treated as violations by the Gardener.
Pets: Gardeners shall not bring any pets or animals into the Garden, including for burial.
Respect Others’ Property: Gardeners shall not enter other plots, use another Gardener’s tools or supplies, or harvest another Gardener’s produce, without the explicit permission of the other Gardener. Gardeners shall not enter property next to the Garden without the owner’s permission.
No Illegal Plants: Gardeners shall not grow any plants considered illegal under state or federal laws. For example, Gardeners shall not grow Cannabis sativa (marijuana), whether or not the use of marijuana may be lawful for medical purposes under state law.
Compliance: Gardeners must comply with all applicable local, state, and federal laws.
No Firearms: Gardeners shall not carry, use, or store firearms in the Garden.
No Smoking: Gardeners shall not smoke in the Garden.
No Alcohol/Drug Use: Gardeners shall not consume or use alcohol or illegal drugs while on the Garden premises. Gardeners shall not bring alcohol or illegal drugs onto the Garden premises. Gardeners shall not come into the Garden while under the influence of alcohol or illegal drugs.
No Fires or Cooking: Gardeners shall not start or maintain a campfire, burn weeds, use a barbecue grill, or cook in the Garden.
No Loud Music: Gardeners shall not play music or the radio loud enough to be a nuisance to other Gardeners or to the Garden’s neighbors.
No Sales: The Garden is for personal, noncommercial use only; Gardeners shall not sell any produce or flowers grown in the Garden.
PROBLEMS
Dispute Resolution: Gardeners will raise any disputes about the Garden or with fellow Gardeners with the Lifestyle Director. The Lifestyle Director will have the power to hear these disputes and will resolve them in the best interest of the Garden.
Rules Violations: Gardeners may lose their rights to participate in the Garden if they fail to comply with any of these Rules. If a Gardener:
endangers other Gardeners, District, neighbors, or other individuals;
takes or uses another Gardener’s tools, supplies, or produce without permission;
encroaches on Garden neighbors’ property;
grows illegal plants;
carries, uses or stores firearms in the Garden; or,
uses alcohol or illegal drugs in the Garden.

The District may, at its sole and absolute discretion, terminate immediately the Gardener’s right to participate in the Garden. If such termination occurs, the Gardener must leave the Garden by the end of Garden hours on the termination day and shall not reenter without District’s permission.
If a Gardener violates any other of these Rules, District will inform Gardener of the violation by sending an email to Gardener or putting a red flag on Gardener’s plot. Gardener will have one (1) week, unless a faster resolution is warranted by the facts/circumstances around the violation, to correct the violation. If the violation is not corrected within one (1) week,, or as determined by the District in its discretion, the District may, at its discretion, terminate the Gardener’s Agreement. After termination, Gardener will have two (2) weeks to harvest and clean up the plot.
Upon termination for any reason, a Gardener will promptly return to the District any District property. Terminated Gardeners are not entitled to any refunds or other payments from the District.
No Limit on District Rights: The process described in this Section shall not: (i) limit the District’s  ability to enforce its rights under these Rules; (ii) limit or qualify a Gardener’s obligation to comply with applicable law or the Rules; or (iii) limit the District’s right to notify and/or involve government authorities as it may determine.
No Refund or Other Claims: Gardeners under no circumstances will be entitled, directly or indirectly, to any refunds, any direct, incidental, consequential, punitive, or other damages, any other forms of compensation from the District or the owner of the Garden’s land, or to obtain an injunction, specific performance, or other equitable remedy, as a consequence of termination from participation in the Garden.
OTHER PROVISIONS
Changes in the Rules: District may amend these Rules in its discretion without advance notice. District will provide all Gardeners with a copy of the current Rules and will summarize any changes in the next annual meeting. The Gardeners, through the Lifestyle Director, may propose Rules for the District’s consideration.
Garden Agreement Controls: Nothing in these Rules limits, qualifies, or otherwise affects the Garden Agreements between the District and each Gardener. Should there be any ambiguity or conflict between a Gardener Agreement and these Rules, the Gardener Agreement will control.
Waiver: Any waiver by the District of these Rules must be in writing and signed by the District. Failure, neglect, or delay by the District at any time to enforce the provision of these Rules will not be considered a waiver of the District’s rights under these Rules. Waiver of any breach or provision of these Rules or failure to enforce any breach or provision of these Rules will not be considered a waiver of any later breach or the right to enforce any provision of these Rules.
No Discrimination: District will not discriminate on the basis of race, color, national origin, religion, sex, disability, age, medical condition, ancestry, marital status, citizenship, sexual orientation, gender identity, or status as a veteran.
Translations Not Binding: District may provide Gardeners with a translation of these Rules and related summaries or other explanatory materials. District does so as a convenience. Should there be any ambiguity or conflict between the English and the translated versions of these documents, the English language versions will control. They, not the translations, are the official, legally binding documents.

I have read and understand the Garden Club Rules:

__________________________________________	________________
Signature of Applicant	Date

Rivers Edge Community Garden Application

Name: ____________________________________________________________
Address: ____________________________________________________________
Best Phone #: ____________________________________________________________
Email Address: ____________________________________________________________

What interests or what excites you most about the Rivers Edge Community Garden?

What do you hope to grow in your plot?

In what ways has the raising of food been part of your life?

In addition to manual labor, what skills or service(s) would you be willing to offer to the Rivers Edge Community Garden? And/or what dreams or ideas do you have for the community garden that you would be willing to help bring to life?

Businesses/Organizations/Institutions (e.g. schools) to which you are connected that might be interested in partnering with the community garden in some way (and how):

To complete the application, please sign the Gardener’s Agreement above and submit payment in
compliance with this Agreement.

Thank you for your interest in the Rivers Edge Community Garden!

~Rivers Edge Community Garden Leadership Team~

[Insert depiction of Garden area]

C.

RIVERS EDGE COMMUNITY DEVELOPMENT DISTRICT
Resident Clubs - Guidance Document

Greetings! The Rivers Edge Community Development District (“District”) is proud to make available Resident Clubs. This memo will explain the benefits each can offer you. Please contact the General Manager’s Office with any questions.

PURPOSE: The District will be facilitating Resident Clubs, as further described below, to expand the activities available to residents and paid users of the District, and to support and promote resident sponsored and organized RiverTown community groups and activities.

RESIDENT CLUB: Restricted to District residents and paid annual users only (together, “Resident(s)”, which shall have the same meaning as the term “Patron(s)” as defined in  the District’s Policies Regarding District Amenity Facilities (the “District’s Policies”)). Resident Clubs may have the opportunity to meet in the District’s facilities, when available and as described herein.

The District is pleased to offer the use of its resources to assist District Residents in getting to know each other and the RiverTown Community. The District’s role is to:
Facilitate the promotion of the Club through emails and the District website, as time allows.
Receive Resident requests to form Clubs as provided herein.
Verify the person requesting to join the Club is a Resident when requested by a Resident Club Leader.
The District may provide limited meeting or activity space, when available, in a manner consistent with the District’s Policies and this form.
Provide required paperwork for formation of the Resident Club and present the request to the Rivers Edge CDD Board of Supervisors.

HOW DO I START A CLUB?:
As a Resident Club Leader, you may:
Create a concept for a Club.
Apply to the District for use of the District’s facilities, as provided for herein.
Find a location for the Club to meet.
Be responsible for Club activities and content for Club meetings.
Abide by the rules set forth by the District.
Report Club attendance to the District upon request.
Provide reasonable information on Clubs, including membership and activities, upon request by the District.

As adopted 	, 2018

WHAT RULES APPLY TO CLUBS:
All records and activities of all Clubs may be considered public records and may be subject to public disclosure upon request. This includes Club membership rolls.
ALL members of Resident Clubs must be residents of the District. No exceptions.
Clubs must provide the District office a list of all members before using District resources to ensure compliance with District rules and must have executed a waiver of liability attached hereto.
Clubs need at least two (preferably more) events, activities, or Club meetings per year to remain an “active” club; as well as have at least two active Club members in addition to the leader.
Club members need to appoint a co-leader and/or someone designed to take the primary leader’s place or serve as next-in-line for decisions if the leader is unavailable or leaves the role. If this does not occur, the District has the right to discontinue listing and promoting the group as an official Club.
No person shall be compensated, in any manner, for their involvement or leadership of a Club or for any other reason without the express written permission of the General Manager, in writing. This includes clubs for fitness-related or sports-related activities.
Clubs must not use the names “Rivers Edge” or “RiverTown” or “Mattamy” or any variation thereof in published or advertised materials or any other manner without the express written permission of the District.
No fees shall be charged except for nominal amounts to cover incidental Club expenditures without the written permission from the General Manager.
Clubs must provide reasonable information, including membership and activities, upon request by the District.
All activities of the Club must be legal and in accordance with the District’s Policies.
Note that the District does not endorse or express an opinion on any Club or any activities within or opinions expressed by a Club. No Club is considered an agent or arm of the District in anyway whatsoever. The sole purposes of recognizing Club’s is to allow for the orderly, efficient and safe use of District facilities.

CAN CLUBS USE DISTRICT AMENITIES AND MEETING SPACES?
Authorized Resident Clubs may use the District’s facilities in accordance with the District’s Policies and these forms. Facility use will be determined on a first come, first served basis. Already established Clubs and the Clubs with the highest attendance will be given priority for selection of meeting days and times.

As adopted 	, 2018

RIVERS EDGE COMMUNITY DEVELOPMENT DISTRICT
Resident Clubs – Application

Resident Clubs are an enhancement to the residents of the Rivers Edge Community Development District (“District”). Clubs at the District are designed to help residents and paid users (together, “Resident(s)”, which shall have the same meaning as the term “Patron(s)” as defined in the District’s Policies Regarding District Amenity Facilities (the “District’s Policies”)) to pursue common interests in hobby, recreational, social, service and cultural endeavors, while building community spirit and expanding horizons. Clubs should encourage their members to fully participate and enjoy the diverse programs and facilities within the District that make life here so enjoyable and rewarding. All Clubs are required to complete the following form in order to receive the benefits offered.

Starting a Club is a three-step process:

Complete the form below and return it to the General Manager’s Office, as noted below.
The District will review the form for completeness and compliance and for availability of District facilities, if applicable.
If approved, the District will communicate such approval or the reason for denial and next steps.

Proposed Club name:  	

Nameofclub leader/main contact:   	

Address of club leader/main contact:  	

Phone Number (1): _________________________ Phone Number (2): ____________________

Email address:  	

Is this a Resident Club as defined above?  	

Please tell us about your club. For example, what kind of activities/functions does your club plan to host? (Please attach additional pages as necessary.)

When, including how often, will your Club meet? (Date/Time/Frequency)   	

Where do you anticipate your Club will want to meet?  	

The targeted audience for the Club is:  	
Please mark which categories are applicable to the Club or Interest Group:
Arts & Crafts	□ Community	□ Culture	□ Education

As adopted 	, 2018

Social	□ Recreation & Leisure	□ Sports & Athletics	□ Other
If a similar club already exists within the District, what distinguishes your club?  	

How will you recruit members and encourage participation in Club activities?  	

Will you be collecting dues or managing any funds associated with Club activities?

Yes	□ No

Who will be responsible for the management and protection of the Club's financial funds?

Is any person compensated, in any form, for their involvement or leadership of the Club? This includes clubs for fitness related or sports related activities.
Yes	□ No

How will the Club and its activities be promoted? (Pleaselist):  	

Do you currently have any proposed advertising and/or logo? (If yes, please attach sample.)

Yes	□ No

Please list the contact information of at least one other District resident (Club member) who may be an alternate leader in your absence or departure.

Name:  	

Address:		 Phone Number: 	Email Address:  	

Name:  	

Address:		 Phone Number: 	Email Address:  	

Did you read and understand the rules applying to your Club, including the District’s adopted Amenity Policies, and hereby certify on behalf of yourself and the members of the Club that the Club will follow and abide by such rules and Amenity Policies?
Yes	□ No

As adopted 	, 2018

Authority and Disclaimer

The Rivers Edge Community Development District (“District”) reserves the right to grant or reasonably deny a request for a Club. The Club Leader, as well as Club events, activities, programs, etc., should reflect the spirit and values of the District at all times and adhere to adopted District policies and rules. The District reserves the right to cancel a Club at any time, for reasons including but not limited to: inactivity by the leader and/or lack of participation by members, Club Leader(s) lack of standing with the District, unreasonable actions of the club leader, violation of policies or rules, action arising from member(s) concerns, etc. The District reserves the right, but not the obligation, in its sole and absolute discretion, to grant incentives for volunteerism or to Clubs - including financial support, material support, facility use privileges, either with or without charge, priority for facility use and administrative and technical support and will do so on an equitable and fair basis. All Clubs and their respective members are solely responsible for the financial management of funds, maintenance, repair and safe operation of the Club, the members and the equipment provided or otherwise obtained by the Club, as well as for the safety of members and others participating in Club activities or using the facilities. The District reserves the right, without further approval or compensation, to include Club activities, photographs of activities and members, etc., for marketing, promotional and educational purposes.

The Club, its leader and its members hereby agree to defend, indemnify and hold harmless the Rivers Edge Community Development District and its respective officers, agents, employees and contractors, Mattamy Jacksonville LLC, its manager, Mattamy Florida LLC, its manager, Calben (Florida) Corporations, Vesta Property Services, and all related and affiliated companies, and the officers, directors, supervisors, employees, agents, representatives, successors and assigns of each of the foregoing entities from any and all liability, claims, actions, suits or demands by any person, corporation, governmental body or other entity, including all principals, employees, agents and representatives of the club, for any claims, injuries, death, theft and real or personal property damage of any nature arising out of, or in connection with, the Club’s use of the District’s facilities, services, funds or property whatsoever, including all of its members, guests and invitees, and including litigation or any appellate proceedings with respect thereto. The Club, its leader and its members, its guests and invitees agree that nothing herein shall constitute or be construed as a waiver of the District’s limitations on liability contained in section 768.28, Florida Statutes, or any other statute or law.
The undersigned does hereby agree to these policies and acknowledges the disclaimer set forth above:

Name: 	Address:  	

Print Name: 	Phone #:  	

Please return application to:

Rivers Edge Community Development District c/o James Perry, General Manager Governmental Management Services, LLC 475 West Town Place, Suite 114
St. Augustine, FL 32092 (904) 940-5850

As adopted 	, 2018

FACILITY USE AGREEMENT (AUTHORIZED CLUBS)

Rivers Edge CDD and the undersigned Resident(s)/Responsible Party hereby agree on the use of the facility as specified below at no cost to party making such request.

PLEASE CIRCLE ONLY ONE REQUESTED FACILITY: [INSERT POSSIBLE LOCATIONS]

NAME OF RESIDENT RESERVING FACILITY:	PURPOSE OF MEETING (Name of Authorized Club)

RESIDENT’S HOME ADDRESS:

PHONE NO.	 	EMAIL:  	

ALCOHOL PLANNED TO BE SERVED/CONSUMED? 	ALCOHOL PLANNED TO BE SOLD? _ 	

DAYS / DATES / START TIME / END TIME REQUESTED FOR FOLLOWING DATE/DATES:
(For example: Month of October, Day: Thursday, Dates 4, 11, 18, 25)

Month of: 	, Day: 	, Dates: 	

Month of: 	, Day: 	, Dates: 	

Month of: 	, Day: 	, Dates: 	

START TIME: 	END TIME:  	

The reserved time is inclusive of set-up and clean-up time. Resident(s)/Responsible Party agrees  to leave the facilities used in the same condition and set-up as prior to event.
Remove all garbage, place in dumpster and replace garbage liners.
Take down all party displays.
iiv. Return all furniture to original locations.

Resident(s)/Responsible Party:	Rivers Edge CDD

Please Print Name	General Manager

Signature	Date Signed

Date Signed

ADDITIONAL PROVISIONS
Reservations for 	, can be made at the General Manager’s Office. Reservations will be on a first come first serve basis. Authorized Resident Clubs may make reservations on a once weekly basis for up to twelve (12) months. Reservations must be made by at least one person who will act as the Responsible Party.

Reservations for all facilities include the use of the facility, tables, chairs and restrooms only. Use of other equipment will be based on availability and subject to additional fees.

Reservations are available between the hours of 9:30 AM and 10:00 p.m., with the exception of New Years’ Eve or if special arrangements have been approved by management. Reservations for the pools areas include a non- exclusive right. Reservation time frames are inclusive of set-up and break down times with the facility cleared of all attendees. The Function must be contained within the area reserved.

The volume of live or recorded music must not violate applicable noise ordinances, or unreasonably interfere with residents’ enjoyment of their homes.

The Responsible Party must be present at the function during the entire period of the rental.

No admission fees whatsoever shall be collected by any person unless it is part of an approved CDD event or activity, or otherwise approved by the CDD.

Client/Responsible Party shall be responsible for walls, furnishings, fixtures and equipment in the room in which the Function takes place and agrees that after the Function those items shall be in the same condition as prior to the Function (ordinary wear and tear accepted). Tacks or nails may not be used for decorations. In the event that there is any damage and/or loss to the walls, furnishings, fixtures or equipment resulting from, or related to the Function or its attendees, then the cost associated with the repair or replacement of the damaged items shall be the responsibility of and paid by the Client/Responsible Party.

Client/Responsible Party shall supervise and be responsible for the conduct and safety of all persons attending the Function. The CDD shall not be responsible for property, supplies or equipment brought by the Client or any person attending the Function. Client and persons attending the Function use CDD facilities at their own risk. The CDD reserves the right to retain a security guard or guards for the Function at Client’s/Responsible Party’s expense if the CDD, in its sole and unrestricted discretion, deems it desirable.

The CDD shall be excused from furnishing the services and items specified above when such failure is a result of, related to, or on account of government regulations, labor disputes, utility or material shortages or other circumstances beyond the CDD’s control. In the event the CDD cannot furnish the services, accommodations, or items referenced above for any of the above reasons, it may, at its own discretion, refund all deposits, if any, to client in full satisfaction of its obligations hereunder, or in its discretion, may substitute other available services, accommodations, or items.

When alcohol is planned to be served/consumed or sold at a Function, the Client/Responsible Party may be required to procure Special Events insurance coverage, in the CDD’s sole discretion, depending on the nature of the event, the number of attendees anticipated to attend the Function, and the number of non-residents planned to attend the Function.

TENTH ORDER OF BUSINESS

RIVERS EDGE CDD
Acquisition of 2018 Project Improvements May 2018

[CORPORATE LETTERHEAD]
May 	, 2018 Rivers Edge Community Development District
c/o James Perry, District Manager Governmental Management Services 475 West Town Place, Suite 114
St. Augustine, Florida 32092

Re:	Rivers Edge Community Development District
Acquisition of the Rivers Edge Community Development District Improvements Dear Mr. Perry:
Mattamy Jacksonville LLC has completed and wishes to sell to the District certain improvements, which improvements are more particularly set forth in the Engineer’s Report (defined below) (the “Improvements”). Mattamy Jacksonville wishes to convey the Improvements, which were included in the District’s Amended and Restated Master Improvement Plan dated May 31, 2016, as further amended and restated in that certain 2018 Amended and Restated Master Improvement Plan, dated April 2, 2018, as supplemented by that certain Engineer’s Report Series 2018 Bonds (2018) dated April 2, 2018 (collectively, the “Engineer’s Report”) to the District in exchange for the payment of $ 	, representing the actual cost of constructing the Improvements. Please have the funds made payable to Mattamy Jacksonville LLC.

MATTAMY JACKSONVILLE LLC, a
Delaware limited liability company

ACKNOWLEDGED AND AGREED TO BY:

By: MATTAMY FLORIDA LLC, a
Delaware limited liability company, its Manager

By: CALBEN (FLORIDA)
CORPORATION, a Florida corporation, its Manager

Chairperson
Rivers Edge Community Development District

By: Cliff Nelson Its: Vice President

cc:	Jennifer Kilinski, District Counsel Ryan Stilwell, P.E., District Engineer

Exhibit A

Identification of Improvements

Mattamy Jacksonville LLC constructed and/or caused to be completed in and for the Rivers Edge Community Development District, the following improvements all located on portions of the real property described as follows:

[INSERT DESCRIPTION OF LOCATION OF IMPROVEMENTS]

All Improvements are as contemplated by the Engineer’s Report and as more generally identified in the chart below:

Contractor	Contract/Invoice	Date	Amount	

				

				

AFFIDAVIT REGARDING COSTS PAID

STATE OF FLORIDA
COUNTY OF  	

I, Clifford Nelson, as Vice President of Mattamy Jacksonville LLC, a Delaware limited liability company, being first duly sworn, do hereby state for my affidavit as follows:

I have personal knowledge of the matters set forth in this affidavit.

My name is Clifford Nelson, and I am Vice President of Mattamy Jacksonville LLC (the “Developer”). I have authority to make this affidavit on behalf of Developer.

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

The District’s Amended and Restated Master Improvement Plan dated May 31, 2016, as further amended and restated in that certain 2018 Amended and Restated Master Improvement Plan, dated April 2, 2018, as supplemented by that certain Engineer’s Report Series 2018 Bonds (2018) dated April 2, 2018 (collectively, the “Engineer’s Report”) describes certain public infrastructure improvements and/or work product that the District intends to finance, fund, plan, establish, acquire, construct or reconstruct, enlarge or extend, equip, operate, or maintain pursuant to Chapter 190, Florida Statutes, (“Improvements”).

Pursuant to contracts in place between Developer and certain contractors, engineers and construction related professionals, as may be more particularly identified on the attached Exhibit A, Developer has expended funds to develop the Improvements that are included and described in the Engineer’s Report and are part of the District’s capital improvement plan. The attached Exhibit A accurately identifies the completed Improvements and states, at least in part, the amounts that Developer has spent on the completed improvements. No money is owed to any contractors or subcontractors for any work performed on the completed Improvements.

In making this affidavit, I understand that the District intends to rely on this affidavit for purposes of acquiring the completed Improvements that Developer has developed consistent with the Engineer’s Report.

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

[REMAINDER OF PAGE INTENTIONALLY LEFT BLANK]

Executed this 	day of May, 2018.

MATTAMY JACKSONVILLE LLC, a Delaware
limited liability company

By: MATTAMY FLORIDA LLC, a Delaware limited liability company, its Manager

By: CALBEN (FLORIDA)
CORPORATION, a Florida corporation, its Manager

By: Clifford Nelson
Its: Vice President

STATE OF FLORIDA
COUNTY OF  	

The	foregoing	instrument	was	acknowledged	before	me	this	 		day	of
 	,  2018,  by 	,  as 	of
Calben (Florida) Corporation, a Florida corporation, Manager of Mattamy Florida LLC, a Delaware limited liability company, Manager of Mattamy Jacksonville LLC, for and on behalf of
said entity.	She/He [ ] is personally known to me or [ ] produced	 	as identification.

(NOTARY SEAL)

Notary Public Signature

(Name typed, printed or stamped)
Notary Public, State of  	 Commission No.  	  My Commission Expires:  	 

Exhibit A

Identification of Improvements

Mattamy Jacksonville LLC constructed and/or caused to be completed in and for the Rivers Edge Community Development District, the following improvements all located on portions of the real property described as follows:

[INSERT DESCRIPTION OF LOCATION OF IMPROVEMENTS]

All Improvements are as contemplated by the Engineer’s Report and as more generally identified in the chart below:

Contractor	Contract/Invoice	Date	Amount	

				

				

ACKNOWLEDGMENT OF ACQUISITION OF CERTAIN IMPROVEMENTS AND THE RIGHT TO RELY UPON ANY WARRANTIES AND CONTRACT TERMS FOR THE CONSTRUCTION OF SAME

THIS  ACQUISITION  AND  WARRANTY  ACKNOWLEDGMENT  is made the 	day of May,

2018,	by

 	,	a

 	,	having	offices	located	at

 	   (“Contractor”), in favor of the RIVERS EDGE  COMMUNITY DEVELOPMENT DISTRICT (“District”), which is a local unit of special-purpose government situated in St. Johns County, Florida, and having offices located at c/o Governmental Management Services, LLC, 475 West Town Place, Suite 114, St. Augustine, Florida 32092.

SECTION 1. DESCRIPTION OF CONTRACTOR’S SERVICES. Contractor has provided construction services as general contractor in connection with the construction of certain infrastructure improvements (the “Improvements”) for Mattamy Jacksonville LLC, developer of lands within the District (the “Developer”). A copy of the contract(s) for the construction of said Improvements is attached as Composite Exhibit A (“Construction Contract”). The Improvements constructed and acquired are more generally described in the attached Exhibit B.

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

SECTION 3.   WARRANTY.   Contractor  hereby  expressly  acknowledges  the  District’s right to enforce the terms of the Construction Contract, including any warranties provided therein and to rely upon and enforce any other warranties provided under Florida law.

SECTION 4.  INDEMNIFICATION.  Contractor   indemnifies   and   holds   the   District harmless from any claims, demands, liabilities, judgments, costs, or other actions that may be brought against or imposed upon the District in connection with the Improvements identified in Exhibit B because of any act or omission of Contractor, its agents, employees, or officers. Said indemnification shall include, but not be limited to, any reasonable attorney’s fees and costs incurred by the District.

SECTION 5.  CERTIFICATE  OF  PAYMENT.  Contractor  hereby  acknowledges  that  it  has been fully compensated for its services and work related to completion of the Improvements. Contractor further certifies that no outstanding requests for payment exist related to the Improvements identified in Exhibit B, including any payments to subcontractors, materialmen, suppliers or otherwise, and that there is no disagreement as to the appropriateness of payment made for the Improvements. This document shall constitute a final waiver and release of lien for any payments due to Contractor by Developer for the Improvements identified in Exhibit B.

SECTION 6.    EFFECTIVE  DATE.    This  Acquisition  and  Warranty  Acknowledgement shall take effect upon execution.

ATTEST	 	, a  	

By: 	

[print name]	Its:  	

[print name]

EXHIBIT  A CONTRACTS FOR CONSTRUCTION

EXHIBIT B
Identification of Improvements

Mattamy Jacksonville LLC constructed and/or caused to be completed in and for the Rivers Edge Community Development District, the following improvements all located on portions of the real property described as follows:

[INSERT DESCRIPTION OF LOCATION OF IMPROVEMENTS]

All Improvements are as contemplated by the Engineer’s Report and as more generally identified in the chart below:

Contractor	Contract/Invoice	Date	Amount	

				

				

ACKNOWLEDGMENT AND RELEASE (SERIES 2018 PROJECT – IMPROVEMENTS)

THIS  ACKNOWLEDGMENT  AND  RELEASE  (“Release”)  is  made  the 	day  of
 	,	2018,	by	 	,	having	offices	located	at
 	    (“Contractor”), in favor of the Rivers Edge Community Development District (“District”), which is a local unit of special-purpose government situated in St. Johns County, Florida, and having offices located at c/o Governmental Management Services, LLC, 475 West Town Place, Suite 114, St. Augustine, Florida 32092.

RECITALS

WHEREAS,	pursuant	to	that	certain	agreement	(“Contract”)	dated
 	, and between Contractor and Mattamy Jacksonville LLC, a Delaware limited liability company (“Developer”), Contractor has constructed for Developer certain infrastructure improvements, as described in Exhibit A (“Improvements”); and

WHEREAS, Developer may in the future convey the Improvements to the District and for that purpose has requested Contractor to confirm the release of all restrictions on the District’s right to use and rely upon the Improvements; and

WHEREAS, Contractor has agreed to the release of any such restrictions.

NOW, THEREFORE, for and in consideration of mutual promises and  obligations,  the receipt and sufficiency of which are hereby acknowledged, Contractor provides the following acknowledgment and release:

SECTION 1. GENERAL. The recitals so stated above are true and correct and by this reference are incorporated as a material part of this Release.

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

SECTION 3.   WARRANTY.   Contractor  hereby  expressly  acknowledges  the  District’s right to enforce the terms of the Contract, including any warranties provided therein and to rely upon and enforce any other warranties provided under Florida law.

SECTION 4.  INDEMNIFICATION.  Contractor   indemnifies   and   holds   the   District harmless from any claims, demands, liabilities, judgments, costs, or other actions that may be brought against or imposed upon the District in connection with the Improvements because of any act or omission of Contractor, its agents, employees, or officers. Said indemnification shall include, but not be limited to, any reasonable attorney’s fees and costs incurred by the District.

SECTION 5.  CERTIFICATE  OF  PAYMENT.  Contractor  hereby  acknowledges  that  it  has been fully compensated for its services and work related to completion of the Improvements. Contractor further certifies that no outstanding requests for payment exist related to the Improvements, including any payments to subcontractors, materialmen, suppliers or otherwise, and that there is no disagreement as to the appropriateness of payment made for the Improvements. This document shall constitute a final waiver and release of lien for any  payments due to Contractor by Developer or District for the Improvements.

Notwithstanding anything to the contrary herein, Contractor is owed approximately
$ 	in retainage and other amounts related to the Improvements and understands that such amounts shall be paid by Developer. The effectiveness of this Release is contingent upon such payment being timely made.

SECTION 6.	EFFECTIVE DATE. This Release shall take effect upon execution.

 	, a

By:	 Its:   	 

STATE OF FLORIDA	)
)
COUNTY OF 		)

I  HEREBY  CERTIFY  that on this 	day of 	, 2018, before me
personally appeared 	, of 		, and that said person signed the foregoing instrument and severally acknowledged the execution thereof to be his/her free act and deed for the uses and purposes therein mentioned. Said person is personally known to me or has produced 		as identification and did (did not) take an oath.

EXECUTED  and  sealed  in  the  County  and  State  named  above  this   	
 	, 2018.

day of

Print Name:
(NOTARIAL SEAL)	Notary Public, State of Florida My Commission No.:
My Commission Expires:

EXHIBIT A
Description of Improvements and Work Product

BILL OF SALE AND LIMITED ASSIGNMENT

THIS BILL OF SALE AND LIMITED ASSIGNMENT is made as of this 	day of
 	, 2018, by Mattamy Jacksonville LLC, a Delaware limited liability company, whose address is 4901 Vineland Road, Suite 450, Orlando, Florida 32811 (“Grantor”), and for the Rivers Edge Community Development District, a local unit of special-purpose government organized under Chapter 190, Florida Statutes, (“District” or “Grantee”) whose address is 475 West Town Place, Suite 114, St. Augustine, Florida 32092.

(Wherever used herein, the terms “Grantor” and “Grantee” include all of the parties to this instrument, the heirs, legal representatives and assigns of individuals, and the successors and assigns of trustees, partnerships, limited liability companies, governmental entities, and corporations.)

NOW THEREFORE, for good and valuable considerations, the receipt and sufficiency of which are hereby acknowledged, Grantor and Grantee, intending to be legally bound, do hereby agree as follows:

Grantor hereby transfers, grants, conveys, and assigns to Grantee all right, title and interest of Grantor, if any, in and to the following improvements and other property interests as described below, located within the property as further described in Exhibit A attached hereto (“Property”), to have and to hold for Grantee’s own use and benefit forever:

All stormwater management systems, including but not limited to lakes, ponds, water control structures, drainage inlets, pipes and other water conveyance structures, as well as all catch-basins and related stormwater facilities (including without limitation curbs, gutters and inlets), located within the Property, as well as all Drainage Easements and Drainage/Access Easements; and
All neighborhood pocket parks consisting of children’s areas, recreational play fields, dog parks and trails, totaling approximately 20 acres throughout the District, including all recreational/park equipment, hardscape (pavers, benches, shade pavilions, play features, etc.), landscape and irrigation improvements therein located within the Property; and
All community trails location within the Property; and
All plants, trees, timber, shrubbery, and other landscaping, and associated lighting (collectively, “Landscape”), and related irrigation systems (“Irrigation”) now a part of the Property (but not including any Landscape or Irrigation found within the Drainage Easements and/or Utility Easements); and
All of the right, title, interest, and benefit of Grantor, if any, in, to and under any and all plans, designs, construction and development drawings, engineering and soil reports and studies, surveys, testing, permits, approvals, and work product (together, “Work Product”) relating to the Items 1.a. through 1.c. above (together, “Improvements”); and
All of the right, title, interest, and benefit of Grantor, if any, in, to and under any and all contracts, guaranties, affidavits, warranties, bonds, claims, lien waivers, and other forms of indemnification, given heretofore and with respect to the construction, installation, or composition of the Work Product and Improvements; and

All goodwill associated with the foregoing.

Grantor hereby covenants that: (i) Grantor is the lawful owner of the Work Product and Improvements; (ii) the Work Product and Improvements are free from any liens or encumbrances and the Grantor covenants to timely address any such liens or encumbrances if and when filed; (iii) Grantor has good right to sell the Work Product and Improvements; and (iv) the Grantor will warrant and defend the sale of the Work Product and Improvements hereby made unto the Grantee against the lawful claims and demands of all persons whosoever.

This conveyance is made on an “as is” basis; however, the Grantor represents that it has no knowledge of any defects whatsoever in the Work Product or Improvements, and hereby assigns, transfers and conveys to the Grantee any and all rights against any and all firms or entities which may have caused any defects, including, but not limited to, any and all warranties and other forms of indemnification.

By execution of this document, the Grantor affirmatively represents that it has the contractual right, consent and lawful authority of any and all forms to take this action in this document and in this form. Nothing herein shall be construed as a waiver of Grantee’s limitations on liability as provided in Section 768.28, Florida Statutes, and other statutes and law.

[CONTINUED ON NEXT PAGE]

WHEREFORE, the foregoing Bill of Sale and Limited Assignment is hereby executed and delivered on the date first set forth above.

Signed, sealed and delivered by:

WITNESSES:

Witness Signature
Printed name: 	

Witness Signature
Printed name: 	

MATTAMY JACKSONVILLE LLC, a
Delaware limited liability company

By: MATTAMY FLORIDA LLC, a
Delaware limited liability company, its Manager

By: CALBEN (FLORIDA)
CORPORATION, a Florida corporation, its Manager

By:	 Its:  	

STATE OF FLORIDA	) COUNTY OF 			)

The	foregoing	instrument	was	acknowledged	before	me	this	 		day	of
 	,  2018,  by 	,  as 	of
Calben (Florida) Corporation, a Florida corporation, Manager of Mattamy Florida LLC, a Delaware limited liability company, Manager of Mattamy Jacksonville LLC, for and on behalf of
said entity.	She/He [ ] is personally known to me or [ ] produced	 	as identification.

NOTARY STAMP:

Signature of Notary Public

Printed Name of Notary Public

Exhibit A – Description of Property

Exhibit A Description of Property

Those parcels of land described in the Engineer’s Report Series 2018 Bonds (2018) dated April 2, 2018, as depicted on the attached “Master Plan” map and “Rivers Edge CDD Plan 2018” map and as more particularly described below:

A parcel of land, being a portion of the Francis P. Fatio Grant, Section 39, Township 5 South, Range 27 East, and in the Francis P. Fatio Grant, Section 44, Township 5 South, Range 26 East, St. Johns County, Florida, said parcel of land being more particularly described as follows:
For a POINT OF BEGINNING, BEGIN at the most northwesterly corner of "Tract C-1" (Conservation Tract), as shown on the plat of "ENCLAVE AT RIVERTOWN PHASE TWO-A", as shown on the plat thereof, recorded in Map Book 83, pages 10 through 31, inclusively of the public records of St. Johns County, Florida said point lying on the northerly boundary of the "Rivertown PUD", (and also being the southerly line of those lands described and recorded in Official Records Book 702, page 989 of said Public Records), and run thence, along the aforesaid northerly line of "Rivertown PUD", (and also being the southerly line of said lands described and recorded in Official Records Book 702, page 989 of said Public Records), run the following two (2) courses and distances:
Course No. 1: run thence, South 75°52’24” West, a distance of 3,355.85 feet, to a point;
Course No. 2: run thence, North 77°09’41” West, a distance of 292.71 feet, to a point; run thence, the following forty-six (46) courses and distances:
Course No. 1: run thence, South 24°05'46" West, a distance of 1,005.35 feet, to a point; Course No. 2: run thence, South 00°29'55" West, a distance of 449.33 feet, to a point; Course No. 3: run thence, South 11°21'40" West, a distance of 379.59 feet, to a point; Course No. 4: run thence, South 59°12'52" West, a distance of 671.93 feet, to a point;
Course No. 5: run thence, South 63°31'14" East, a distance of 448.92 feet, to a point, on the arc of a curve, leading southeasterly;
Course No. 6: run thence, southeasterly, along and around the arc of a curve, being concave northeasterly, and having a radius of 300.00 feet, through a central angle of 33°05'48" to the left, an arc distance of 173.29 feet, to the point of tangency, of last said curve, said arc being subtended by a chord bearing and distance of South 80°04'08" East, 170.90 feet;
Course No. 7: run thence, North 83°22'57" East, along last said tangency, a distance of 232.62 feet, to the point of curvature, of a curve, leading northeasterly;
Course No. 8: run thence, northeasterly, along and around the arc of a curve, being concave northwesterly, and having a radius of 300.00 feet, through a central angle of 30°06'17" to the left, an arc distance of 157.63 feet, to the point of tangency, of last said curve, said arc being subtended by a chord bearing and distance of North 68°15'57" East, 155.82 feet;
Course No. 9: run thence, North 53°12'48" East, along last said tangency, a distance of 902.30 feet, to the point of curvature, of a curve, leading northeasterly;
Course No. 10: run thence, northeasterly, along and around the arc of a curve, being concave

southerly, and having a radius of 550.00 feet, through a central angle of 54°13'27" to the right, an arc distance of 520.51 feet, to the point of tangency, of last said curve, said arc being subtended by a chord bearing and distance of North 80°19'31" East, 501.31 feet;
Course No. 11: run thence, South 72°33'45" East, along last said tangency, a distance of 142.76 feet, to a point;
Course No. 12: run thence, South 17°26'15" West, a distance of 100.00 feet, to a point; Course No. 13: run thence, South 32°32'33" West, a distance of 64.88 feet, to a point; Course No. 14: run thence, South 48°52'26" West, a distance of 89.32 feet, to a point; Course No. 15: run thence, South 12°31'09" East, a distance of 86.15 feet, to a point; Course No. 16: run thence, South 15°52'52" West, a distance of 54.18 feet, to a point; Course No. 17: run thence, North 83°22'53" West, a distance of 81.94 feet, to a point; Course No. 18: run thence, South 57°44'09" West, a distance of 31.24 feet, to a point; Course No. 19: run thence, South 03°39'53" East, a distance of 29.87 feet, to a point; Course No. 20: run thence, South 06°18'56" West, a distance of 91.70 feet, to a point; Course No. 21: run thence, South 10°27'23" East, a distance of 49.55 feet, to a point; Course No. 22: run thence, South 54°43'22" West, a distance of 17.02 feet, to a point; Course No. 23: run thence, South 87°11'45" West, a distance of 83.24 feet, to a point; Course No. 24: run thence, North 51°09'39" West, a distance of 40.25 feet, to a point; Course No. 25: run thence, North 27°13'03" West, a distance of 33.80 feet, to a point; Course No. 26: run thence, North 37°53'50" East, a distance of 57.84 feet, to a point; Course No. 27: run thence, North 39°27'54" West, a distance of 83.19 feet, to a point; Course No. 28: run thence, North 13°21'39" West, a distance of 20.73 feet, to a point; Course No. 29: run thence, North 22°47'49" West, a distance of 66.10 feet, to a point; Course No. 30: run thence, North 43°13'12" West, a distance of 41.54 feet, to a point;
Course No. 31: run thence, North 12°50'15" West, a distance of 55.19 feet, to the point of curvature, of a curve, leading northwesterly;
Course No. 32; run thence, northwesterly, along and around the arc of a curve, being concave southwesterly, and having a radius of 15.00 feet, through a central angle of 77°25'58" to the left, an arc distance of 20.27 feet, to the point of tangency, of last said curve, last said arc being subtended by a chord bearing and distance of North 51°33'14" West, 18.76 feet;
Course No. 33: run thence, South 89°43'48" West, along last said tangency, a distance of 31.94 feet, to a point;
Course No. 34: run thence, North 61°08'37" West, a distance of 47.41 feet, to the point of curvature, of a curve, leading westerly;
Course No. 35: run thence, westerly, along and around the arc of a curve, being concave southerly, and having a radius of 15.00, through a central angle of 69°43'18" to the left, an arc

distance of 18.25 feet, to the point of tangency of last said curve, said arc being subtended by a chord bearing and distance of South 83°59'44" West, 17.15 feet;
Course No. 36: run thence, South 49°08'05" West, along last said tangency, a distance of 60.87 feet, to a point;
Course No. 37: run thence, South 80°21'55" West, a distance of 25.62 feet, to a point; Course No. 38: run thence, South 59°11'39" West, a distance of 32.41 feet, to a point; Course No. 39: run thence, South 33°27'03" West, a distance of 24.29 feet, to a point; Course No. 40: run thence, South 75°04'23" West, a distance of 99.94 feet, to a point;
Course No. 41: run thence, South 53°12'48" West, a distance of 541.61 feet, to the point of curvature, of a curve, leading southerly;
Course No. 42: run thence, southerly, along and around the arc of a curve, being concave easterly, and having a radius of 20.00 feet, through a central angle of 90°00'00" to the left, an arc distance of 31.42 feet, to the point of tangency of last said curve, said arc being subtended by a chord bearing and distance of South 08°12'48" West, 28.28 feet;
Course No. 43: run thence, South 36°47'12" East, a distance of 133.10 feet, to the point of curvature, of a curve, leading southeasterly;
Course No. 44: run thence, southeasterly, along and around the arc of a curve, being concave southwesterly, and having a radius of 400.00 feet, through a central angle of 30°28'12" to the right, an arc distance of 212.72 feet, to the point of tangency, of last said curve, said arc being subtended by a chord bearing and distance of South 21°33'06" East, 210.22 feet;
Course No. 45: run thence, South 06°18'59" East, along last said tangency, a distance of 702.14 feet, to the point of curvature, of a curve, leading southwesterly;
Course No. 46: run thence, southwesterly, along and around the arc of a curve, being concave northwesterly, and having a radius of 300.00 feet, through a central angle of 55°35'57" to the right, an arc distance of 291.12 feet, to the point of tangency, of last said curve, said arc being subtended by a chord bearing and distance of South 21°28'59" West, 279.83 feet; run thence, the following eight (8) courses and distances:
Course No. 1: run thence, South 66°25'35" East, a distance of 166.24 feet, to a point; Course No. 2: run thence, North 74°22'09" East, a distance of 352.55 feet, to a point; Course No. 3: run thence, North 57°06'17" East, a distance of 418.79 feet, to a point; Course No. 4: run thence, North 09°49'20" East, a distance of 376.29 feet, to a point; Course No. 5: run thence, North 10°03'28" East, a distance of 441.65 feet, to a point; Course No. 6: run thence, South 73°17'23" East, a distance of 147.50 feet, to a point; Course No. 7: run thence, South 66°58'24" East, a distance of 1,179.42 feet, to a point;
Course No. 8: run thence, South 67°07'17" East, a distance of 908.70 feet, to a point, on the westerly boundary of "Tract C-4", (Conservation), as shown on the plat of "RIVERTOWN- GARDEN DISTRICT-SECTION 1", as shown on the plat thereof, as recorded in Map Book 64, pages 38 through 46 of the Public Records of said St. Johns County, Florida; run thence, North

10°17'35" East, along the westerly line of said "Tract C-47", (Conservation) a distance of 418.16 feet, to the Northwest corner of aforesaid "Tract C-4", (Conservation); run thence, the following four (4) courses and distances:
Course No. 1: run thence, North 10°00'06" East, a distance of 854.12 feet, to a point; Course No. 2: run thence, North 74°22'09" East, a distance of 352.55 feet, to a point; Course No. 3: run thence, North 57°06'17" East, a distance of 418.79 feet, to a point; Course No. 4: run thence, North 09°49'20" East, a distance of 376.29 feet, to a point; Course No. 5: run thence, North 10°03'28" East, a distance of 441.65 feet, to a point; Course No. 6: run thence, South 73°17'23" East, a distance of 147.50 feet, to a point; Course No. 7: run thence, South 66°58'24" East, a distance of 1,179.42 feet, to a point;
Course No. 8: run thence, South 67°07'17" East, a distance of 908.70 feet, to a point, on the westerly boundary of "Tract C-4", (Conservation), as shown on the plat of "RIVERTOWN- GARDEN DISTRICT-SECTION 1", as shown on the plat thereof, as recorded in Map Book 64, pages 38 through 46 of the Public Records of said St. Johns County, Florida; run thence, North 10°17'35" East, along the westerly line of said "Tract C-47", (Conservation) a distance of 418.16 feet, to the Northwest corner of aforesaid "Tract C-4", (Conservation); run thence, the following four (4) courses and distances:
Course No. 1: run thence, North 10°00'06" East, a distance of 854.12 feet, to a point; Course No. 2: run thence, North 03°17'58" East, a distance of 682.55 feet, to a point; Course No. 3: run thence, North 03°21'53" West, a distance of 972.07 feet, to a point;
Course No. 4: run thence, North 06°47'52" East, a distance of 1,192.27 feet, to the aforesaid most northwesterly corner of "Tract C-1" (Conservation Tract), as shown on the plat of "ENCLAVE AT RIVERTOWN PHASE TWO-A", as shown on the plat thereof, recorded in Map Book 83, pages 10 through 31, inclusively of the public records of St. Johns County, Florida, and the POINT OF BEGINNING.
The lands thus described contain 12,006,314 square feet, or 275.62 acres, more or less, in area.

, .......,.. ...

M att y Model Homes
The Greens

Potential
COD Maintenance Building

ary _  ..-,Nr;,:,,-:!Tf
m

ity

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P opo l' o,nt

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The Landings

Existing Fishing Pier
!55l f}!i

Mastercraft Model Homes

RiverC lub

RI VERTOWN

Master Plan

 LEGEND	
l..ots
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--

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Tempor Tree Far

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PROSSE- R

11Slf)s

-R I-VERT OWN	•

Rivers Edge CDD Plan
2018

LEGEND	

RiverTown Boundary

2018 Protect

2016 Project

- •-·

·-·

cR"E"C"O"O"!"lo'.n::IMy

k	20 18 Pro;ed 2016Pro;ed

--

ri E.-.:isln;iflatledlctl
..............

Existing Platted Lots

'	PROSSER

®.- - - --··"·-	F ig ure 2

CERTIFICATION OF PROSSER, INC. TO RIVERS EDGE COMMUNITY DEVELOPMENT DISTRICT REGARDING ACQUISITION OF SERIES 2018 PROJECT IMPROVEMENTS

___________, 2018

Board of Supervisors
Rivers Edge Community Development District c/o James Perry, District Manager Governmental Management Services
475 West Town Place, Suite 114 St. Augustine, Florida 32092

Re:	Rivers Edge Community Development District (St. Johns County, Florida), Acquisition of Series 2018 Project Improvements

Ladies and Gentlemen:

The undersigned, Ryan P. Stilwell, P.E., of Prosser, Inc., as District Engineer of the Rivers Edge Community Development District (“District”), hereby makes the following certifications in connection with the District’s acquisition of certain work product and improvements (“Improvements”), as described in Exhibit A attached hereto, and the Bill of Sale dated 	, 2018, all of which relate to the acquisition of work product, real property and/or improvements within the District. Unless otherwise stated, all capitalized terms not otherwise defined herein shall have the meaning ascribed thereto in that certain Master Trust Indenture between Main Street Community Development District and U.S. Bank National Association, as trustee, and dated November 1, 2006, as supplemented by the Second Supplemental Trust Indenture also between Main Street Community Development District and U.S. Bank National Association, as trustee, and dated March 1, 2008, as supplemented by the Third Supplemental Trust Indenture between the District and U.S. Bank National Association, as trustee, and dated October 1, 2016, and as supplemented by the Fourth Supplemental Trust Indenture also between the District and
U.S. Bank National Association, as trustee, and dated May 1, 2018, (together “Indenture”).

The undersigned, an authorized representative of the District Engineer, hereby certifies that:

I have inspected the Improvements, as well as any and all site plans, plats, agreements, construction and development drawings, plans and specifications, surveys, engineering reports, soil reports, and documents of every kind and character whatsoever pertaining or applicable to or in any way connected with the development, construction, and ownership of the Improvements.

The Improvements have been completed in compliance with the applicable governmental requirements, including but not limited to all permits, St. Johns County regulations and code and, if applicable, FDOT regulations and code.

In my opinion, the Improvements are within the scope of the District’s original capital improvement plan as set forth in the Amended and Restated Master Improvement Plan dated May 31, 2016, as further amended and restated in that certain 2018 Amended and Restated Master Improvement Plan, dated April 2, 2018, as supplemented by that certain Engineer’s Report Series 2018 Bonds (2018) dated April 2, 2018 (collectively, the “Engineer’s Report”); were installed in accordance with their specifications; and are free from obstruction and capable of performing the functions for which they were intended.

The total costs associated with the Improvements are as set forth in Exhibit A. Such costs  are accurate and representative of what was actually paid by Mattamy Jacksonville LLC to create and/or construct the Improvements.

All known plans, permits and specifications necessary for the operation and maintenance of the Improvements are complete and on file with the District, and have been transferred, or are capable of being transferred, to the District for operations and maintenance responsibilities.

The Improvements specifically benefit property within the boundaries of the District as described in the Engineer’s Report.

With this document, I hereby certify that it is appropriate at this time to transfer the Improvements to the District for ownership, and operation and maintenance responsibilities.

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

PROSSER, INC.

____________________________________ Ryan P. Stilwell, P.E.
Florida Registration No. _____________

STATE OF FLORIDA
COUNTY OF ___________________

The	foregoing	instrument	was	acknowledged	before	me	this	 		day	of
______________________, 2018, by Ryan Stilwell of Prosser, Inc., who is personally known to me or who has produced _________________________________ as identification, and did [ ] or did not [ ] take the oath.

__________________________________________ Notary Public, State of Florida
Print Name:________________________________
Commission No.:___________________________
My Commission Expires: ____________________

Exhibit A

Identification of Improvements

This instrument was prepared by and upon recording should be returned to:

(This space reserved for Clerk)

Jennifer Kilinski
HOPPING GREEN & SAMS P.A.
119 South Monroe Street, Suite 300
Tallahassee, Florida 32301

SPECIAL WARRANTY DEED
THIS  SPECIAL  WARRANTY  DEED  is  made  this      day of 	, 2018, by MATTAMY JACKSONVILLE LLC, a Delaware limited liability company, whose address is 4901 Vineland Road, Suite 450, Orlando, Florida 32811, hereinafter called the “Grantor,” to RIVERS EDGE COMMUNITY DEVELOPMENT DISTRICT, a  local  unit  of  special-purpose  government organized under Chapter 190, Florida Statutes, whose address is at c/o Governmental Management Services, LLC, 475 West Town Place, Suite 114, St. Augustine, Florida 32092, hereinafter called the “Grantee:”

(Wherever used herein the terms “Grantor” and “Grantee” include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations or governmental entities.)

W I T N E S S E T H:

The Grantor, for and in consideration of the sum of $10.00 and other valuable consideration, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee, all that certain land situated in St. Johns County, Florida, described as follows:

[Insert tracts and plat book/page reference]

Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining, and to have and to hold the same in fee simple forever. Such conveyance is subject to all matters of record; however, reference hereto shall not operate to re-impose the same.

The Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple and that the Grantor has good right and lawful authority to sell and convey said land. Further, the Grantor hereby warrants the title to said land and will defend the same against the lawful claims of all persons or entities whomsoever claiming by, through or under Grantor. Additionally, the Grantor warrants that it has complied with the provisions of Section 196.295, Florida Statutes.

IN WITNESS WHEREOF, the Grantor has hereunto set its hand and seal the day and year first above written.

WITNESSES:

Witness Signature
Printed name: 	

Witness Signature
Printed name: 	

MATTAMY JACKSONVILLE LLC, a
Delaware limited liability company

By: MATTAMY FLORIDA LLC, a
Delaware limited liability company, its Manager

By: CALBEN (FLORIDA)
CORPORATION, a Florida corporation, its Manager

By:	 Its:  	

STATE OF FLORIDA
COUNTY OF  	

The	foregoing	instrument	was	acknowledged	before	me	this	 		day	of
 	,  2018,  by 	,  as 	of
Calben (Florida) Corporation, a Florida corporation, Manager of Mattamy Florida LLC, a Delaware limited liability company, Manager of Mattamy Jacksonville LLC, for and on behalf of
said entity.	She/He [ ] is personally known to me or [ ] produced	 	as identification.

(NOTARY SEAL)

Notary Public Signature

(Name typed, printed or stamped)
Notary Public, State of  	 Commission No.  	  My Commission Expires:  	 

Note to Examiner: This instrument evidences a conveyance of an interest in unencumbered real estate as a gift and is exempt from Florida documentary stamp tax pursuant to Rule 12B- 4.014(2)(a), Florida Administrative Code.

TWELFTH ORDER OF BUSINESS

B.

RIVER'S EDGE COMMUNITY DEVELOPMENT DISTRICT CAPITAL IMPROVEMENT REVENUE BOND
2016 SERIES

US BANK, TRUSTEE

Project:	River's Edge Community Development District
Subject:	Rivers Edge CDD Construction (Inv 39660)

Requisition No.

036

Contractor/Payee: Address:

Requisition Date: Amount:

Prosser, Inc.

13901 Sutton Park Drive S. Suite 200
Jacksonville, FL

5/1/2018

$1,122.24

The undersigned, an Authorized Officer of River's Edge Community Development District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms ofthe Trust Indenture from the District and US Bank, as trustee (the "Trustee''), dated as ofMarch 5, 2008 (the "Indenture"), (all capitalized terms used herein shall have the meaning ascribed to such terms in the Indenture):

The undersigned hereby certifies that obligations in the stated amount set forth above have been incurred by the District, that each disbursement set forth above is a proper charge, that each disbursement set forth above was incurred in connection with the acquisition and construction ofthe 2016 Project and each represents a Cost of the 2016 Project, and has not previously been paid.

The undersigned hereby further certifies that there has not been filed or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further certifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such certificate entitled to retain and that the work to which the payment relates is satisfactory to the District (which satisfaction may be based upon a certificate of the Consulting Engineer).

Attached hereto are originals ofthe invoice from the vendor of the property acquired or services rendered with respect to which disbursements is hereby requested.

River's Edge Community Development District

By:
A

CONSULTING ENGINEER'S APPROVAL FOR NON-COST OF ISSUANCE AND NON CAPITALIZED INTEREST REQUESTS ONLY

If this requisition is for a disbursement from other than Capitalized Interest or Costs of Issuance, the undersigned Consulting Engineer hereby certifies that this disbursement is for a Cost of the 2016 Project and is consistent with: (i) the applicable acquisition or construction contract; (ii) the plans and specifications for the portion ofthe 2016 Project with respect to which such disbursement is being made; and,. (iii) the report of the Consulting Engineer attached as an Exhibit to the Third Supplemental Indenture, as such report shall have been amended or modified on the date hereof.

Ryan P. Stilwell, P.E.

Rivers Edge COD
c/o Governmental Management Services, LLC Attention: Bernadette Peregrino
475 West Town Place, Suite 114 St. Augustine, FL 32092

April 11, 2016 Proje�1 No; Invoice No:

113094.65
39660

Project	113094.65	Rivers Edge COD SR 13 Roundabout
Professional Services from March1. 201stoMamh 31, 201e
Fee

Billing Phase Task 1; Bidding
Task 2: Construction Total Fee

Reimbursable Expenses
Mileage-DOT Allowable (.445) Mileage-Additional (.1 2/mlle)

Fee 6,000.00
36,000.00
42,000.00

Percent		Previous Fee Complete	Earned		Billing

100.00	6,000.00	6,000.00
93.00	33,480.00	32,400.00
39,480.00	38,400.00
Total Fee

Current Fee
BIiiing

0.00
1,080.00
1 ,080.00

26.93
7.80

1,080.00

Total Relmbursables

Outstanding Invoices
Number

Date

Balance

times
Total this Invoice

36.73

42.24
$1,122.24

38535
39257
39490
Total

9/13/2017 
1/18/2018
3/12/2018

3,944.60
1,281.06
4,790.35
10,018.03

13901 Sutton Para Drive South, Suite 200 I Jacksonvlllo, FL 32224-0229 I 904.739.3656 I www.prosserlno.com

C.

April 1 7, 2018 

Rivers Edge COD
Governmental Mgmt. Services, LLC Attn: Courtney Hogge
475 West Town Place, Suite 1 14 St. Augustine, FL 32092

Dear Ms. Hogge:

In response to your request regarding Section 1 90.006(3)(a)(2)(d), Florida Statutes, the following information is applicable for:

Rivers Edge COD

765 registered voters in St. Johns County

This number is based on the streets within the legal description on file with the St. Johns County GIS department.
Please contact us if we may be of further assistance. Sinc�rely,

I__,.,i./(d/
1/

i/_A1,�, It-1_0,J,>,Cc---)--

Vicky's C. Oakes
Supervisor of Elections VO/ew

4455 Avenue A #101 • St Augustine, FL 32095 • P 904.823.2238 • F 904.823 .2249 • www.sjcvoles.us

D.

Amenities Manager Report
Date of report: 5/16/18	Submitted by: Jason Davidson

RiverClub update / No Board action required:
With the opening of the café we are really seeing the RiverClub come to life. The menu and drink selections have been well received, with the volume/wait times being higher than expected we are adjusting accordingly. With everything now open, our focus has shifted to daily operations and creating an amazing atmosphere for our residents here at RiverTown. (usage for the month of April: 1,272)

Welcome Center Café / No Board action required:
With the help from the Mattamy team we were able to bring the dishwasher up to spec. We have now acquired our F&B License for the Welcome Center. We will be working diligently to bring new ideas and items to the menu, more to come.

RiverHouse / No Board action required:
(usage for the month of April: 395)

EVENTS UPDATE:
Movie Night
Movie night was held on April 27th and was a huge hit! Residents enjoyed popcorn while watching the movie Ferdinand on  a  huge  blowup  movie  screen  in  the  amphitheater.     (Our  next  movie  night  will  be  in  June  and  will  be  a  “dive-­‐in” movie.)

Other April Events included the RiverClub Grand Opening as well as a blood drive.

To date in May we have held the Community Garage Sale and Food Truck Friday at the RiverClub along with a recital by the RiverTown Ballerinas. The recital was well received as everyone loved the location in the amphitheater. There has already been a request to hold the recital in the amphitheater again next year. Coming later this month is the Magical Summer Kick Off and Memorial Day celebration.

ACTION ITEMS:
There are no action items to address at this time.

Should you have any comments or questions feel free to contact me directly.
jdavidson@vestapropertyservices.com

E.

Field Operation Manager’s Report
Date of report: 5/16/2018	Submitted by: Robert Beladi

RIVERCLUB AMENITY UPDATE:
All dead palm limbs removed
All landscape beds new mulch/pine straw
New access control gates installed

RIVERHOUSE AMENITY UPDATE:
All sodded areas treated for broadleaf weeds and insect pressure
Pool deck and furniture hydro scrubbed/ pressure washed

RIVERPARK AMENITY UPDATE:
Bike rack repaired

COMMON GROUNDS:
No Parking Fire Lane curbs on Riverwalk Blvd have been repainted caution yellow
Waterfall/brick walls at Longleaf Rd entrance and welcome center has been pressure washed to remove algae
All fire Hydrant’s being repainted caution yellow
Street lights 31 out Vesta repaired 20 All source electric repaired 6 JEA has tickets in to fix 4

LANDSCAPE REPORT:
17 Palms/Cypress trees removed/replaced
7 Palms/Cypress/oaks straitened
Riverwalk Rd/Zoysia Park 4 dead Elm Trees removed/replaced
Orange Branch Trail Dead love grass removed and replaced with sod
Kendal crossing island dead shrubs removed and replaced with sod

POND SERVICE REPORT:
8 ponds treated this month for the following
Torpedo grass
Perimeter vegetation
Alligator weed
Construction debris removed/ Vesta will continue to work with Charles Aquatics to keep clean on a weekly basis

UPCOMING PROJECTS:

Replacement of tennis court windscreens
78 Halogen Ground lights converted to LED
Halogen street lights converted to LED by Vesta
Hydro scrub all walk paths and paver squares

Continued efforts in establishing a high-­‐quality maintenance program, that will help minimize unnecessary project expenses and allow us to focus more heavily on the detail and overall aesthetic appeal, thus fulfilling the overall expectations of the existing, new, and future residents of RiverTown

Should you have any comments or questions feel free to contact me directly
rbeladi@vestapropertyservices.com

FOURTEENTH ORDER OF BUSINESS

A.

Rivers Edge
Community Development District	Tri-Party Funding Request #60
May 7, 2018

PAYEE	DEVELOPER	HOA	TOTAL

1

2	Art-Z Faces
3/31/18 Event Facepaint Inv# 1622 2/13/2018

Progressive Entertainment	
$	450.00	$	450.00	
	Event 3/31/18 Inv# 5063 2/27/18	$	2,303.72	$	2,303.72	
3	Vesta Property Services
Father Daughter Dance Inv# 340735 2/28/18	
$	588.00	$	588.00	
		Invoices Paid	 $	3,341.72	$	3,341.72 	
	Total Funding Request	$	3,341.72	$	3,341.72	

Rivers Edge CDD	
		c/o GMS LLC	
	Wiring Instructions:	475 West Town Place	
	RBK:	Wells Fargo, N.A.	Suite 114	
	ABA:	121000248	St. Augustine FL 32092	
	ACCT:	2000025906860		
	ACCT NAME: RIVERS EDGE COMMUNITY	
Signature:  		
		
Signature:  		

?.\���-.��

Art-Z- Faces
Painting the World, One Face at a Time!
1760 Shadowood lane • Jacksonville • Fl 32207 • artzfacesjax@gmail.com Tel: (904) 607-1 197 • Fax: • http://www.Art-Z-Faces.com

Client:

Invoice Date: February 1 3, 201 8

Event Balance Sheet

Event Info & Venue:

Invoice No.: 1 622

Rivers Edge Community Development District Marcy Pollicino
1 40 Landing St	Sugarplum
St Johns, FL, 32259 Tel: (904) 940-0008
Email: Rivertownamenities@gmail.com
Services:

Item
Character Appearance
Easter Bunny
Master Face Painter

Mar 31, 201 8 - Saturday, 1 0:0Oam to 2:00pm 1 40 Landing St	Sugarplum
St Johns, FL, 32259 (904) 940-0008

Quantity	Rate	Subtotal
4.00	$125.00  $500.00

4.00	$125.00  $500.00

Materials, Time & Artwork

IPayment History:
I	211412018: s 50.00
4/9/2018: $ 500.00
Balance:

BY� ···�••·	·-

°3/! I	Eve111t  cr�la 11c.e:
I· 3J · S7� · £-J9 li

1 .00	$0.00	$0.00

Total: Paid: Balance:

Terms

$1 ,000.00
$550.00
$450.00

l<1�

P A I D APR 1 2 2018

All balances are due immediately. Make checks payable to "Art-Z-Faces or Whitney Myers".
If you have any questions or need any additional information, please contact us at (904) 607-1 1 97 or artzfacesjax@gmail.com.

Thank you for letting us entertain you!
ID: 1622

\lesta-,.v

Vesta Properly Services, Inc. 245 Riverside Avenue
Suite 250
Jacksonville FL 32202

BIII To
Rivers Edge C.D.D. clo GMS, LLC
475 West Town Place
Suite 114 
St. Augustine FL 32092

"'	Contact () � 

Billable Expenses

� Wet Floor Sign 1'i.. i

J. Davidson - Constant

P.P.

Bounty Toilet Paper,

.. Disinfectant Sprayll Computer mouse, and mouse pad
-Gym Wipes ��
Multlfold towels R.�
Mr. Clean, Fabuloso, and Trash Can Liner R�

Invoice
Page 1 of 2
Invoice # Date
Terms Due Date Memo

t t	1

•• 1tl ft.• I• I

341861
313112018
Net 30 4/30/2018
Pass Thru March

70.00-
1 5.66 -
21�00-
97.94-
301 .16...

52.25-

35. 1 3 -

.. Waste Basket ��
Trash Can Llnerll9-

1 01 .58-
228.21 -

Trash Bags, 41n Binder, Index for Binder, 3pk Spray Bottles, and Pine Sol��
-Receptacle with tray A�

RR

-D. Fagen - Publix;  Desserts for RlverClub unveiling s£
-J. Davidson • Water Safety:  Flags for kayak launch ReturnM
-J. Davidson • Ace;  Hardward to fix doors ar RH RR
-K. Howell • Dollar Tree;  Office Supplies oJ
-J. Davidson • Ace;  Drill Blt P.�
K. Nelson - Home Depot: Vacuum Breaker • needed per health inspector '-K
-K Howell - Dollar Tree; Office Supplies o.S
�- Davidson - Ace;  Hardware lo fix Riverfront Gale ��
-J. Davidson - Weedman Grocery; Gas for truck �9.. "'1<. Howell - CVS; Office SuppllesoS
-J. Davidson • Amazon;  Dish Drain Rack ��
- K. Howell - lMFRA; Safe Staff Certlfication-foodhandler training uS 
-K. Nelson - Ace;  Microfiber Towels fl�

e c.�S �c

-J. Davidson - Weedmans Grocery:  Ice For RC Soft Opening ,f
M. Polllclno - Dollar Tree; Spring Fling Items: Table cloths, balloon weights, t

473.49 ... 86.08 - (225.78) ...-
4 . 16 --
4.26 -
6.94 -
7.46 -
7.52 - 12.10 - 12 .1 8- 14.87 -
14 .95 -
1 5 .98 -
17 .07 - 21 .40 -

Re

- I<. Howell - CVS; Office Supplies o�
,c..,. K. Nelson - Lowes; Zip ties for tennis courts NEED RECEIPT

24.40 -
27.90 -

R�

M. Polllclno • Amazon: SIiicone Spray for Shuffleboard Table R�
K. Nelson • Ace: Zip lies for tennis courts
-M. Polliclno • Publix;  Water for the resident preview party Jf.
- M. Pollicino - Watgreens: Spring Fling Items: Eggs.S�
-J. Davidson - Amazon;  Sun glow for shuffle board RR
-J. Davidson - Amazon;  Cleaning Items for RC Dusters/Dewebbers etc. R �
-J. Davidson - SESAC;  Music for RlverHouseo-'
-M. Polllclno • Walmart:  Spring Fling Items: cand�t

1te.

-J. Davidson • Exxon;  Gas For Truck R�
- A. Fairbanks - Pinch A Penny; Pool Test l(it for RlverClub
-M. Pollicino - Walgreens;  Spring Fling items:  candy�

29.77 - 29,80 -
30.41 - 31 .84" 32.99- 39,80 - 41 .62"
42.76 - 46.02 - 46.95 �
57.06 -

- J. Davidson • Amazon; Dog Station Bagsll�
-J. Davidson • Weedman Grocery;  Gas For Trllck�(Z.

65. 12 -
68.80 -

-J. Davidson - Constant Contact;  Email Blast Platform o5
-J. Davidson - Weedman Grocery:  Gas For Truck A.� 
-J. Davidson - Ace; Copies of l<eys and Key Box R�
-J. Davidson - Staples: Ink for Pnnter os
J. Davidson - Ace; Copies of Keys and Tools for maintenance p.Jt
J. Davidson - Ace; Shop Vac For Maintenance R�
-J, Davidson - Amazon:  Cleaning  Items for RC Housekeeping R�
--J. Davidson - Best Name Badges: Name tags for soft openlr1g RC Jt

70.00 -
70.64 .- 72 .05 - 77.03 ' 85 .99 -
111 .68 - 1 17.1 0 -
180.96 ,

Invoice
Page 2 of 2		
Invoice #	341861	
Date	3/31/2018	

Vesta Property Services, lno.
245 Riverside Avenue
Suite 250
Jacksonville FL 32202

'J. Davidson • Amazon;  Dog Station Bags Re
., J. Davidson - Ace; Back Pack Blower ,P.�
..J. Davidson - Amazon; Doggle Stalion Bags R�
- J. Davidson - Amazon; Name tags for soft opening RC S!
- M. Polllclno - Publix; Cups, water and wine for resident preview partySt
- J. Davidson - Water Safety; F lags for kayak launch •�
M. Pollicino - Walmart; Sprln!J Fling Items: nags, markers, eggsJ�

1 86.26 r-
1 96.39 ..-
220.78 -
220.95 ..
237.50-
242.88 -
276.64 -

M. Polllcino - OTC Brands; Wine for the resident preview partyJt.
... M. Polllcino - PRI; Deposit for the decorations for the homeowner prevlewJ! event.
Total Billable Expenses

Total

278.67 -
820.36 _,
5,568.86

$5,566.86

Approved
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4/4/2018	https://www.bestnamebadges.com/print_invoice .php?code=mQtzcRXMNVLGWkbjyPhJnHqv79KZDCxBtT3rp42gYFdw86

Best Name Badges
1700 NW 65th Ave Su1te 4
Plantation. FL 33313 
Phone· 888-445-7601

RiverTown Marcy Pollicino
39 River.val\< Blvd Saint Johns FL 33259

�S1 NAME BADGES

6

� H1ghost Oual,ly. Lowe>! P1tte,; U SA ,,wf Connda Ill-• '  I ""Q

Invoice #:
PO number:
Date:
Amount Due USO:	$180.96

i -

-  ----ltem	•·-·--· --·  · - --···---- ......	Description
UV Printed Name Badges	1.5x3 iBrusllecl Silver/Magnet

7.60

,.  Unit Cos-t- (.$-)

r	Quantity  20

Price ($) ] 152.00

Shipping	FedEx 2 Days

10.72

18 .72

NOTES: Dan Fagen
Marcy Pollicino Jason D,w,dson
Karen Howell nm Blyden Robert Beladi
Guest Services X14 

Payment due in full

Invoice Subtotal: FL 6% Sales Tax:
Invoice Total:

Balance Due USO:

--·--··-A-m··--o·-u-·n--t�Paid:

180.96]
$10.24[
$1 80.96 [
$1 80.96 I
------$0:001-

https://www.bestnamebadges.com/print_invoice.php?code= mQtzcRXMNVLGWkbjyPhJnHqv79KZDCxBtT3rp42gYFdw86	1/1 

3/23/2018	Amazon.com - Order 11 3·8409762-7391413 
amazon.com·

Prim this Rage fo r your records. 
Order Placed: Ma rch 3, 20 18 
Amazon.com order number: 1 13-8409762-7391413 
Order Tota l: $220.78 

Shipped on  March 4,  20 18 

Items Ordered
of: Dogipot Trash Liner Bags M Case of 50 bags
Sold by: Excalibur Logistics (seHer profile)
Condition : New

Shipping Add ress:
Jason Davidson
140 LANDING ST
SAINT JOHNS, FL 32259- 8763
United States

Price
$29 .99

Item (s) Subtotal: $ 59 .98 Shi pping & Handling :	$0.00

Tota l before tax: $59.98 Sales Tax:	$0.00 

Shipping Speed:	Tota l for This Shipment: $59.98
Two-Day Shipping 

Shipped on  March 4,  20 18 

Items Ordered
12 of: Dogipot Litter Bags - 200 bags
Sold by: OnlineSports (seller erofile)
Condition : New

Shipping Address:
Jason Davidson
140 LANDING ST
SAINT JOH NS, FL 32259-8763 
United States

Shipping Speed: 
Two-Day Shipping 

Price
$13.40 

Item(s) Subtotal : $160.80 Shipping & Handling :	$0.00 

Total before tax: $160 ,80 Sales Tax:	$0.00
Total for This Shipment: $160 ,80

Payment information
Payment Method:	Item (s) Subtotal: $220.78

American Express I Last digits : 1299
Billing address Jason Davidson 140 LANDING ST
SAINT JOHNS, FL 32259-8763
United States
Credit Card transactions

Shipping & Handling :	$0.00

Total before tax : $220. 78 Estimated tax to be collected :	$0.00

Grand Total: $:220.78

American Express ending in 1299: March 4, 2018: $220.78

https://www.amazon.com/gp/css/summary/print.html/ref=oh_aui_pi_oOO_?ie= UTF8&orderlD= 1 1 3-8409762-7:1�1 41 :I

3/16/2018	Oriental Trading S;ife & Secure Checkout - Order Receipt

Order Receipt
received. Next you will receive the following messages about this order:
Conftrmatmn email with order details within 24 hours.
Shipping confirmation emnil with tracking information.

If you have any questions about your order, please contact us at 1·800·875-8480 or email us at Q!1!.fil(ru.rul�Ql.alc..mn Please keeµ your order number handy and µrinl this µaye for future reference

Order Number: 689041 308

THANK YOU!
Your order hns been

Placed On: 3/1 6/1 8

Shipping	Payment	Order Summary

Marcy Pollicino c/o RiverTown

1 749 PENNAN PL
SAINT JOHNS, FL 32259
United Slates 904-710-9348
STANDARD:
s28.B7
Estimated Delivery Date:
Mar 23, 201 8
In order to deliver your order ns soon us possible, your ur<ier may be 8h1ppr,d m multiple puckug�s

Marcy Pollicino

c/o Vest.:i Property Services
?.45 Riverside Ave
JACKSONVILLE, r-L 3220?.
United States 90'1-598-5004
mpo1licino@1vestapropcrtyserv1ces.com American Express
XXXX-XXXX-XXXX-1 406
06/22

Your cri,tht ,,url w1ll lw llllled ,1!1 OTC Brnnds, Inc,

Sublot.:il:
Shipping:
Shipping Discount: Discount:
Sales Tax:
ORDER TOTAL:

s2aB.67
$28.87
_$28.87
.s,o.oo So ot)
/s;;a:67

Cart
ITEM

12-Color Crayola® Washable Conical Tip Markers
/3/4400&
1 Scl(s)
Est Delivery: Mar 23, 2010 

Color Your Own Easler Gift Bags 48/'}')/5 
Pc-r Dolen
Esl Dchvcry: Mar 23, 201 0

QTY

3

20

43 ltem(s)

PRICE	TOTAL

s1 9.47

�4 . CJ8	'99.60

httr://www.ori0ntallracli11g.com/wehlrnce1rl?idcc/i2921 3828!130b0r:7ff2lc83hf6195rl7 7&cr1rtld::r:8d f61d251 AB470clf5r:0401 3e0e4422c	1 /2

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RODUCTIONS 

Ph: 904.398.8179
Fax: 904.398, l 569

- ·---	'	--- ----	.
JOB CONTRACT

;;t Johns, FL 32259	St Johns, FI, 32259	bwhite@pripmdnctions earn··	=

Order Date 03/06/20 18 
3/9/20 18, 5:30 PM - 8:00 PM

Delivery 3/9/20 18, 2:00 PM -
3/9/20 1 8,  8:00 PM -

Set
3/9/20 18, 2:00 PM -
3/9/2018, 8:00 PM -

IIDB·DESCRIPTION: Grand Opening for Rivcr'fown Amenity Center- Rentals

Quantity	Description
Decor

ct�,{ n<2 t
Duration	Price

Subtotal

20	Tiki Torches		1 Days	$12.00	$240.00	
8	Stanchion, Silver 40" Ball Top		1  Days	$12.00	$96.00	
1	Bamboo Bar		1 Days	$200.00	$200.00	
6	Rope, Black Velvet 6'		l Days	$1 0.00	$60.00	
2	Carpet Runner - Black - 4 X 25		I Days	$125.00	$250.00	
2	Totem Pole - Large		1  Days	$75.00	$1 50.00	
			Total Decor:		$996.00	
		Total			$996.00	

LABOR
Date
Mar9 18 

Start	End

QTY	Personnel/Task

Duration	Unit Price

Sub Total

2:00 PM	4:00 PM	2	SE Labor Crew/Set	2 Hours	$35 ,00	$1 40,00	
8:00 PM	10:00 PM	2	SE Labor Crew: After Hours/Strike	2 Hours	$55 .00	$220.00	
			Total LABOR			$360.00	

Delivery/Misc
Quantity	Description
l	RiverTown

Total Delivery/Misc (invoice totals on page 2)

Price
$1 50.00

Subtotal
$1 50.00
$150.00

I,, '

Rental Total:	$996.00	
Sale Total:	$0.00	
Labor:	$360.00	
Deliveiy/Misc:	$1 50 .00	
Product Total:
Service Charge:
Tax:
Job Total: 	$1 ,506.00
$39.84
$94.92
$1 ,640.76	

I

Invoice date :	3116/2018

�To1ol  En'teratainu;JJmont  .SleiJ.drvices
Invoice-Agreement
Mailing Correspondence Address: 1623 Troy Lynn Trail, Jacksonville, Fl. 32225
(904) 645-9068 Fax: (904)645-9082
E-mail: bookme@progressiveent.com
www.progressiveent.com
�# 5085	Terms: At event

•• t• I ♦•• f • fl Ill I I• •

PO#

Customer name: Rivers Edge CDD (RlverTown)
BIIUng address:	140 Landing Street., St. Johns, Fl. 32259

Event type: Movie Night

Original contact person:	Marcy Polllclno	� 904-940-0008 Cell: 904-71 0-9348	E-mail/ fax:	mpolliclno@vestapropertyservlces.com At event contacts with cell:	Same

Event date:	Friday April 27, 2018 Approximate sot up time:
location name and address; Same

Hours ofevent:
between: 6:30 - 7;00 pm

8:00 pm until end of movies

Hours of service:

Sarne

Where to set upat location:	New Ampltheater al River Club Amenity Center

Power within 75':

Yes

Notes:

Reg. Rate	$595.00	Your Cost	$495.00	
Reg. Rate	$79.00	Your Cost	$69.00	
Reg. Rate	$28.00	Your Cost	$24.00	
Reg. Total	$702.00	Your Total	$588.00	

SERVICES NEEDED:

PV	WaW within76':  n/a	Covered area for enterta iner;

n/a

32' Movie Screen System with Sound and Technician
Popcorn Machine
1 00 Servings of Popcorn

/ · 32 · 512. · 'i't'i 1 2.7

Total Savings

Sub Total: Sales Tax:

50 % Deposit required	$	
Balance due at set up	$588.00	
Payments received	$0.00	
Current Balance	$588.00	

Invoice Total:

$114.00

$588.00
$0.00
$588.00

CANCELLATION, BE•SCHEQULINQ, INCLAMENTWEATHER POLICY
Any cancellation or this agreement by customer must be In writing at least 30 days prior to evenl date with specific reasons with verification by Progressive Entertainment. Any stopping of delivery/service of Progressive Entertainment must be at least 24 hrs. In advance lo avoid labor costs. No penalties or loss ofdeposit occur If event is re-scheduled within 60 days of original event dale. A 50% cancellation ree of total amount occurs when nol within these terms. Other arrangements must be noted by Progressive Entertainment. For customer pick up- customer is responsible for theft or damage to equipment or materials while In possession. Progressive Entertainment is not responsible ror any acts of nature which prevent
event from taking place or being shortened . Service reserves the right to Slop service if guests cause a safety or behavior issue to service.

Custo1ner signature req uired x 	

Date: 	_

B.

River's	Edge
Community Development District
Unaudited Financial Reporting April 30, 2018

Rivers Edge
Community Development District Combined Balance Sheet
As of April 30, 2018
Governmental Fund Types

Totals

Debt	Capital	Capital	(Memorandum Only)
 	General		 	Service	 	Projects	 	Reserve	 	2018	
Assets:
Cash	
$213,280		
---		
---		
$13,190		
$226,470	
Investments:
Custody	
$331,043		
---		
---		
---		
$331,043	
Series 2008 A
Reserve	
---		
$505,023		
---		---
---		
$505,023	
Interest	---		$0		---		---		$0	
Revenue A	---		$579,373		---		---		$579,373	
Prepayment	---		$27,554		---		---		$27,554	
Deferred Cost A/B	---		---		$35,175		---		$35,175	
Due from Developer	$5,756		---		---		---		$5,756	
Due from Developer-Tri-Party Funding
Series 2016
Reserve	$0

---		---

$215,976		---

---		---

---		$0

$215,976	
Revenue A	---		$717,705		---		---		$717,705	
Construction	---		---		$2		---		$2	
Cost of Issuance	---		---		$0		---		$0	
Utilities Deposit	$7,241		---		---		---		$7,241	
Prepaid Expenses	$447		---		---		---		$447	
Total Assets	$557,766		$2,045,631		$35,177		$13,190		$2,651,765	
										
Liabilities:
Accounts Payable	
$6,832		
---		
---		
---		
$6,832	
Due to Developer	---		---		---		---		$0	
Due to Capital Reserve	---		---		---		---		$0	
Due to Debt Service 2016	---		---		---		---		$0	
Fund Balances:
Restricted for Debt Service	
---		
$2,045,631		
---		
---		
$2,045,631	
Restricted for Capital Projects	---		---		$35,177		$13,190		$48,367	
Nonspendable	$7,241		---		---		---		$7,241	
Unassigned	$537,453								$537,453	

Total Liabilities and Fund Equity	
$557,766		
$2,045,631		
$35,177		
$13,190		
$2,651,765	

Page1

Rivers Edge
Community Development District Statement of Revenues & Expenditures For The Period Ending April 30, 2018

ADOPTED
Description	BUDGET	PRORATED
BUDGET 4/30/18	
ACTUAL 4/30/18	

VARIANCE	

Assessments - Roll	
$491,527	
$491,527	
$489,393	
($2,134)	
Assessments - Direct	$1,008,401	$1,008,401	$1,008,401	$0	
Misc Income/Interest	$1,000	$1,000	$5,466	$4,466	
Rental Revenue	$5,000	$2,500	$3,415	$915	
Developer Cost Share - Mattamy (Roads/Stormwater)	$90,507	$0	$0	$0	
Developer Contributions	$282,211	$102,481	$102,481	$0	
Total Income	$1,878,646	$1,605,909	$1,609,156	$3,247	
Expenditures					
Administrative
Supervisor Fees	
$6,000	
$2,000	
$2,000	
$0	
FICA Expense	$459	$153	$153	$0	
Engineering (Prosser)	$20,000	$7,500	$3,277	$4,223	
Assessment Roll	$4,500	$4,500	$4,500	$0	
Attorney	$40,000	$20,000	$18,054	$1,946	
Annual Audit	$5,200	$0	$0	$0	
Trustee Fees	$6,500	$7,317	$7,317	$0	
Dissemination	$5,500	$3,208	$3,558	($350)	
Arbitrage	$1,200	$1,200	$1,200	$0	
Management Fees	$45,000	$26,250	$26,250	$0	
Information Technology	$2,500	$1,458	$1,458	$0	
Telephone	$100	$58	$60	($2)	
Postage	$1,000	$583	$598	($15)	
Printing & Binding	$2,700	$1,575	$785	$790	
Insurance	$8,038	$8,038	$8,038	$0	
Legal Advertising	$3,000	$750	$486	$264	
Other Current Charges	$1,000	$583	$723	($140)	
Office Supplies	$200	$117	$37	$79	
Dues, Licenses & Subscriptions	$175	$175	$175	$0	
Total Administrative Expenses	$153,072	$85,466	$78,669	$6,797	
Grounds Maintenance
Field Operations Management	

$32,500	

$13,542	

$13,542	

$0	
Landscape Maintenance	$579,438	$362,149	$351,949	$10,200	
Mulch	$70,000	$46,667	$47,868	($1,201)	
Landscape Reserves	$20,000	$20,000	$106,959	($86,959)	
Irrigation Repairs and Maintenance		$0	$13,158	($13,158)	
Lakes, Vegetation and Algae Control	$52,980	$30,905	$27,455	$3,450	
Irrigation Water Use	$200,000	$116,667	$118,872	($2,206)	
Electric	$6,000	$6,000	$20,363	($14,363)	
Street Lighting & Signage Repairs and Replacements	$5,000	$2,917	$8,598	($5,681)	
Street and Drainage Maintenance	$5,000	$2,917	$659	$2,257	
Other Repairs and Maintenance	$2,500	$2,500	$16,157	($13,657)	
Total Grounds Maintenance Expenses	$973,418	$604,262	$725,580	($121,318)	

Amenity Center		
General Manager	$32,500	$0	$0	$0	
Facility Manager/Lifestyle Director (ASG)	$26,750	$26,750	$31,167	($4,417)	
Lifeguards/Pool Attendants (ASG)	$36,500	$3,042	$1,442	$1,600	
Security Monitoring	$2,208	$1,288	$1,288	$0	
Security Guards	$60,000	$35,000	$36,963	($1,963)	
Telephone	$8,600	$5,017	$7,163	($2,146)	
Insurance	$34,609	$34,609	$33,446	$1,163	
General Facility Maint/Common Grounds Maint	$59,833	$29,917	$30,625	($709)	
Pool Maintenance	$24,300	$14,175	$9,905	$4,270	
Pool Chemicals	$11,136	$6,496	$6,125	$371	
Janitorial Services/Supplies	$22,788	$2,849	$4,492	($1,644)	
Window Cleaning	$2,767	$807	$928	($121)	
Propane Gas	$500	$292	$546	($254)	
Electric	$25,000	$14,583	$14,024	$559	

Page 2

Rivers Edge
Community Development District Statement of Revenues & Expenditures For The Period Ending April 30, 2018

ADOPTED
Description	BUDGET	PRORATED
BUDGET 4/30/18	
ACTUAL 4/30/18	

VARIANCE	
Sewer/Water/Irrigation	$36,753	$12,251	$12,968	($717)	
Repair and Replacements	$23,600	$23,600	$51,124	($27,524)	
Refuse	$7,900	$5,925	$6,731	($806)	
Pest Control	$5,840	$973	$2,725	($1,752)	
Facility Preventative Maintenance	$2,680	$0	$0	$0	
Access Cards	$500	$500	$1,575	($1,075)	
License/Permits	$1,968	$0	$0	$0	
Other Current	$1,500	$875	$1,137	($262)	
Special Events	$20,000	$20,000	$42,968	($22,968)	
Landscape Replacements	$500	$0	$0	$0	
Propane Gas	$1,400	$1,400	$1,989	($589)	
Capital Expenditure	$3,772	$3,772	$10,501	($6,729)	
Developer Amenity Replacements	$0	$0	$0	$0	
General Reserve	$8,421	$8,421	$8,421	$0	
Capital Outlay	$0	$0	$2,286	($2,286)	
Interfund Transfer Out	$0	$0	$0	$0	
Total Amenity Center Expenses	$462,325	$252,541	$320,537	($67,996)	

Amenity River Club 					
General Manager	$32,500	$0	$0	$0	
Community Facility Staff	$27,500	$0	$0	$0	
Community Maintenance Staff	$26,750	$0	$0	$0	
Facility Attendants	$45,750	$0	$0	$0	
Security Monitoring	$2,000	$0	$0	$0	
Telephone	$5,000	$0	$0	$0	
Insurance	$0	$0	$0	$0	
General Facility Maint/Common Grounds Maint	$16,167	$0	$0	$0	
Pool Maintenance	$12,150	$0	$0	$0	
Pool Chemicals	$10,000	$0	$0	$0	
Janitorial Services	$11,394	$0	$0	$0	
Window Cleaning	$2,500	$0	$0	$0	
Propane Gas	$500	$0	$0	$0	
Electric	$20,000	$0	$0	$0	
Sewer/Water/Irrigation	$30,000	$0	$0	$0	
Repair and Replacements	$5,000	$0	$0	$0	
Refuse	$7,000	$0	$0	$0	
Pest Control	$2,500	$0	$0	$0	
Facility Preventative Maintenance	$2,000	$0	$0	$0	
Access Cards	$0	$0	$0	$0	
License/Permits	$1,500	$0	$0	$0	
Other Current	$1,000	$0	$0	$0	
Special Events	$20,000	$0	$0	$0	
Landscape Replacements	$500	$0	$0	$0	
Office Supplies/Postage	$500	$0	$0	$0	
Capital Expenditure	$0	$0	$0	$0	
Capital Reserves	$0	$0	$0	$0	
Total Amenity Center Expenses	$282,211	$0	$0	$0	
					
Total Expenses	$1,871,026	$942,269	$1,124,786	($182,517)	
					
Excess Revenues (Expenditures)	$7,620		$484,370		
					
Fund Balance - Beginning	$0		$60,324		
					
Fund Balance - Ending	$7,620		$544,694		

Page 3

Rivers Edge
Community Development District Debt Service Fund - Series 2008A Statement of Revenues & Expenditures For The Period Ending April 30, 2018

ADOPTED	PRORATED
BUDGET	
ACTUAL		
Description	BUDGET	4/30/18	4/30/18	VARIANCE	

Revenues:					
Assessments - Tax Roll	$577,110	$577,733	$577,733	$0	
Assessments - Direct	$0	$0	$0	$0	
Interest Income	$1,000	$1,000	$5,334	$4,334	
Prepayment - Principal	$0	$0	$26,378	$26,378	
Total Revenues	$578,110	$578,733	$609,444.99	$30,712	
Expenditures					
Series 2008A
Interest 11/1	
$218,620	
$218,620	
$218,110	
$510	
Principal 11/1 (Special Call)	$0	$0	$20,000	($20,000)	
Interest 5/1	$218,620	$0	$0	$0	
Principal 5/1	$145,000	$0	$0	$0	
Principal 5/1 (Special Call)	$0	$0	$0	$0	
Transfer Out	$29,066	$21,329	$21,329	$0	
Transfer Out to Escrow Agent	$0	$0	$0	$0	
Total Expenditures	$611,306	$239,949	$259,439	($19,490)	
Excess Revenues (Expenditures)	
($33,196)	
$338,784	
$350,006	
$11,222	
Fund Balance - Beginning	
$247,686		
$761,945		
Fund Balance - Ending	
$214,490		
$1,111,951		

Reserve	
$505,023		
Interest	$0		
Revenue	$579,373		
Prepayment	$27,554		
Assessment Recivable	$0		
	$1,111,951		

Page 4

Rivers Edge
Community Development District Debt Service Fund - Series 2016 Statement of Revenues & Expenditures For The Period Ending April 30, 2018

PROPOSED	PRORATED
BUDGET	
ACTUAL		
Description	BUDGET	4/30/18	4/30/18	VARIANCE	

Revenues:					
Assessment - Direct	$711,978	$711,978	$711,978	$0	
Interest Income	$1,000	$1,000	$3,583	$2,583	
Bond Proceeds	$0	$0	$0	$0	
Total Revenues	$712,978	$712,978	$715,560	$2,583	
Expenditures					
Series 2008A
Interest 11/1	
$272,525	
$272,525	
$272,525	
$0	
Interest 5/1	$272,525	$0	$0	$0	
Principal 5/1	$170,000	$0	$0	$0	
Interfund Transfer Out	$0	$0	$0	$0	
Transfer Out to Escrow Agent	$0	$0	$0	$0	
Total Expenditures	$715,050	$272,525	$272,525	$0	
Excess Revenues (Expenditures)	
($2,072)	
$440,453	
$443,035	
$2,583	
Fund Balance - Beginning	
$275,152		
$490,645		
Fund Balance - Ending	
$273,080		
$933,681		

Reserve	
$215,976		
Interest	$0		
Revenue	$717,705		
Prepayment	$0		
Assessment Recivable	$0		
	$933,681		

Page 5

River's Edge
Community Development District Capital Projects Fund - Series 2008A/B Statement of Revenues & Expenditures For The Period Ending April 30, 2018

	SERIES	
Description	2008A/B	

Revenues:		
Interest Income/Miscellaneous	$184	
Total Revenues	$184	

Expenditures:		
Capital Outlay	$0	
Transfer out to Escrow Agent	$0	
Total Expenditures	$0	
		
Excess Revenues (Expenditures)	$184	

Other Sources & Uses:		
Transfer In/(Out)	$21,329	
Total Other Sources & Uses	$21,329	
		
Net Change in Fund Balance	$21,513	
		
Fund Balance - Beginning	$13,662	
		
Fund Balance - Ending	$35,175	

Page 6

River's Edge
Community Development District Capital Projects Fund - Series 2016 Statement of Revenues & Expenditures For The Period Ending April 30, 2018

	SERIES	
Description	2016	

Revenues:		
Interest Income	$16	
Bond Proceeds	$0	
Total Revenues	$16	

Expenditures:		
Capital Outlay	$19,260	
Cost of Issuance	$0	
Total Expenditures	$19,260	
		
Excess Revenues (Expenditures)	($19,245)	
		
Fund Balance - Beginning	$19,246	
		
Fund Balance - Ending	$2	

Page 7

River's Edge
Community Development District
Capital Reserve Funds
Statement of Revenues & Expenditures As of April 30, 2018

	
ADOPTED	PRORATED
BUDGET		
ACTUAL		
Description	BUDGET	4/30/18		4/30/18	VARIANCE	

Revenues:						
Capital Reserve Funding - Transfer In	$0		$0	$8,421	$8,421	
Total Revenues	$0		$0	$8,421	$8,421	

Expenditures						
Other Current Charges	$0		$0	$214	($214)	
Capital Outlay	$0		$0	$0	$0	
Repair and Replacements	$0		$0	$0	$0	
Total Expenditures	$0		$0	$214	($214)	
						
Excess Revenues (Expenditures)	$0			$8,207		
						
Fund Balance - Beginning	$0			$4,983		
						
Fund Balance - Ending	$0			$13,190		

Page 8

Rivers Edge
Community Development District
General Fund
Month By Month Income Statement Fiscal Year 2018

October      November     December	January	February	March	April	May	June	July	August	September	Total	
Revenues:															
Assessments - Roll		$0	$29,597	$259,867	$165,867	$29,238	$2,931	$1,893	$0	$0	$0	$0	$0	$489,393	
Assessments - Direct		$504,201	$252,100	$252,100	$0	$0	$0	$0	$0	$0	$0	$0	$0	$1,008,401	
Misc Income/Interest		$3,891	$0	$27	$116	$393	$469	$570	$0	$0	$0	$0	$0	$5,466	
Rental Revenue		$0	$500	$275	$625	$1,290	$725	$0	$0	$0	$0	$0	$0	$3,415	
Developer Cost Share - Mattamy (Ro	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Developer Contributions		$0	$75,353	$1,495	$21,572	$2,949	$1,113	$0	$0	$0	$0	$0	$0	$102,481	
Total Income		$508,092	$357,550	$513,764	$188,180	$33,870	$5,237	$2,463	$0	$0	$0	$0	$0	$1,609,156	

Expenditures															
Administrative Supervisor Fees		
$400	
$0	
$0	
$800	
$0	
$400	
$400	
$0	
$0	
$0	
$0	
$0	
$2,000	
FICA Expense		$31	$0	$0	$61	$0	$31	$31	$0	$0	$0	$0	$0	$153	
Engineering Fees		$1,408	$0	$647	$564	$175	$483	$0	$0	$0	$0	$0	$0	$3,277	
Assessment Roll		$4,500	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$4,500	
Attorney Fees		$3,350	$1,269	$1,636	$3,273	$8,527	$0	$0	$0	$0	$0	$0	$0	$18,054	
Boundary Amendment Expenses		$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Annual Audit		$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Trustee Fees		$7,317	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$7,317	
Dissemination		$458	$458	$458	$458	$558	$458	$709	$0	$0	$0	$0	$0	$3,558	
Arbitrage		$0	$0	$0	$0	$0	$0	$1,200	$0	$0	$0	$0	$0	$1,200	
Management Fees - GMS		$3,750	$3,750	$3,750	$3,750	$3,750	$3,750	$3,750	$0	$0	$0	$0	$0	$26,250	
Computer Time		$208	$208	$208	$208	$208	$208	$208	$0	$0	$0	$0	$0	$1,458	
Telephone		$21	$0	$20	$0	$8	$0	$12	$0	$0	$0	$0	$0	$60	
Postage		$73	$62	$133	$159	$0	$63	$108	$0	$0	$0	$0	$0	$598	
Insurance		$8,038	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$8,038	
Printing & Binding		$12	$226	$16	$289	$176	$18	$48	$0	$0	$0	$0	$0	$785	
Legal Advertising		$77	$179	$78	$80	$0	$72	$0	$0	$0	$0	$0	$0	$486	
Other Current Charges		$51	$286	$83	$70	$77	$57	$98	$0	$0	$0	$0	$0	$723	
Office Supplies		$1	$11	$1	$1	$10	$0	$14	$0	$0	$0	$0	$0	$37	
Dues, Licenses, Subscriptions		$175	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$175	
Total Administrative Expenses		$29,869	$6,450	$7,031	$9,713	$13,489	$5,540	$6,578	$0	$0	$0	$0	$0	$78,669	

Grounds Maintenance
Field Operations Management		
$2,708	
$2,708	
$2,708	
$2,708	
$2,708	
$0	
$0	
$0	
$0	
$0	
$0	
$0	
$13,542	
Landscape Maintenance		$49,970	$49,628	$54,495	$48,391	$41,960	$54,880	$52,624	$0	$0	$0	$0	$0	$351,949	
Mulch		$0	$47,004	$0	$0	$0	$864	$0	$0	$0	$0	$0	$0	$47,868	
Landscape Reserve		$4,659	$15,001	$13,050	$61,483	$5,217	$6,094	$1,455	$0	$0	$0	$0	$0	$106,959	
Landscaping New Areas		$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Irrigation Maintenance and Repair		$2,106	$1,492	$1,008	$1,044	$806	$4,322	$2,381	$0	$0	$0	$0	$0	$13,158	
Lakes, Vegetation and Algae Contro		$1,915	$4,540	$6,115	$4,540	$4,015	$4,415	$1,915	$0	$0	$0	$0	$0	$27,455	
Irrigation Water Use		$12,540	$14,559	$37,348	$12,120	$12,456	$13,644	$16,206	$0	$0	$0	$0	$0	$118,872	
Electric (Streetlights and Pumps)		$3,226	$2,802	$2,429	$3,477	$3,460	$1,866	$3,101	$0	$0	$0	$0	$0	$20,363	
Street Lighting & Signage Repairs &		$1,200	$783	$1,800	$0	$2,225	$275	$2,315	$0	$0	$0	$0	$0	$8,598	
Street and Drainage Maintenance		$0	$350	$85	$224	$0	$0	$0	$0	$0	$0	$0	$0	$659	
Other Repairs & Maintenance		$154	$1,425	$781	$2,926	$10,871	$0	$0	$0	$0	$0	$0	$0	$16,157	
Total Grounds Maintenance Expens		$78,478	$140,292	$119,819	$136,914	$83,719	$86,360	$79,997	$0	$0	$0	$0	$0	$725,580	

Amenity Center
Facility Manager/Lifestyle Director		

$4,333	

$4,333	

$4,333	

$5,167	

$4,333	

$4,333	

$4,333	

$0	

$0	

$0	

$0	

$0	

$31,167	
Lifeguards		$0	$0	$0	$0	$0	$0	$1,442	$0	$0	$0	$0	$0	$1,442	
Security Monitoring		$184	$184	$184	$184	$184	$184	$184	$0	$0	$0	$0	$0	$1,288	
Security Guards		$4,930	$4,888	$5,039	$4,901	$7,557	$5,037	$4,610	$0	$0	$0	$0	$0	$36,963	
Telephone		$463	$465	$242	$1,294	$654	$1,731	$2,315	$0	$0	$0	$0	$0	$7,163	
Insurance		$32,961	$0	$0	$0	$485	$0	$0	$0	$0	$0	$0	$0	$33,446	
General Facility Maintenance		$4,375	$4,375	$4,375	$4,375	$4,375	$4,375	$4,375	$0	$0	$0	$0	$0	$30,625	
Pool Maintenance		$1,139	$1,139	$1,139	$1,139	$3,072	$1,139	$1,139	$0	$0	$0	$0	$0	$9,905	
Pool Chemicals		$761	$761	$818	$818	$818	$818	$1,330	$0	$0	$0	$0	$0	$6,125	
Janitorial		$642	$642	$642	$642	$642	$642	$642	$0	$0	$0	$0	$0	$4,492	
Window Cleaning		$0	$0	$0	$778	$0	$150	$0	$0	$0	$0	$0	$0	$928	
Propane Gas		$0	$3	$413	$25	$53	$27	$25	$0	$0	$0	$0	$0	$546	
Electric		$1,911	$1,852	$2,081	$1,912	$2,283	$2,117	$1,868	$0	$0	$0	$0	$0	$14,024	

Page 9

Rivers Edge
Community Development District
General Fund
Month By Month Income Statement Fiscal Year 2018

October      November     December	January	February	March	April	May	June	July	August	September	Total	
Sewer/Water	$1,967	$2,536	$1,842	$1,863	$1,732	$1,632	$1,396	$0	$0	$0	$0	$0	$12,968	
Repair and Replacements	$1,003	$31,208	$990	$217	$1,430	$16,011	$265	$0	$0	$0	$0	$0	$51,124	
Refuse	$886	$965	$973	$973	$979	$982	$973	$0	$0	$0	$0	$0	$6,731	
Pest Control	$175	$475	$175	$475	$475	$475	$475	$0	$0	$0	$0	$0	$2,725	
Facility Preventative Maintenance	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Access Cards	$0	$1,575	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$1,575	
License/Permits	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Other Current	$149	$114	$94	$161	$163	$362	$95	$0	$0	$0	$0	$0	$1,137	
Special Events	$3,910	$2,968	$19,336	$4,479	$4,520	$7,754	$0	$0	$0	$0	$0	$0	$42,968	
Office Supplies/Postage	$0	$265	$70	$270	$1,062	$322	$0	$0	$0	$0	$0	$0	$1,989	
Capital Expenditure	$0	$0	$8,023	$1,239	$1,239	$0	$0	$0	$0	$0	$0	$0	$10,501	
Developer Repair/Replacements	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Reserve Study	$0	$0	$0	$0	$0	$0	$8,421	$0	$0	$0	$0	$0	$8,421	
Capital Outlay	$0	$0	$2,286	$0	$0	$0	$0	$0	$0	$0	$0	$0	$2,286	
Total Amenity Center Expenses	$59,788	$58,747	$53,055	$30,911	$36,056	$48,092	$33,887	$0	$0	$0	$0	$0	$320,537	

Amenity River Club 														
General Manager	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Community Facility Staff	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Community Maintenance Staff	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Facility Attendants	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Security Monitoring	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Telephone	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Insurance	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
General Facility Maint/Common Gr	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Pool Maintenance	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Pool Chemicals	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Janitorial Services	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Window Cleaning	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Propane Gas	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Electric	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Sewer/Water/Irrigation	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Repair and Replacements	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Refuse	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Pest Control	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Facility Preventative Maintenance	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Access Cards	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
License/Permits	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Other Current	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Special Events	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Landscape Replacements	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Office Supplies/Postage	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Capital Expenditure	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Capital Reserves	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Total Amenity River Club Expenses	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
														
Total Expenses	$168,136	$205,489	$179,905	$177,539	$133,264	$139,991	$120,462	$0	$0	$0	$0	$0	$1,124,786	
														
Excess Revenues/Expenses	$339,956	$152,061	$333,860	$10,641	-$99,394	-$134,754	-$117,999	$0	$0	$0	$0	$0	$484,370	

Page 10

Rivers Edge Community Development District
Tri-Party Funding Requests

Funding Request #	
Date of
Request	Check Date Received
Developer	Requested Tri-Party Funding
Landscape	
Requested Funding Amenity	Total Funding Request
FY 17	Total Funding Request
FY 18	Balance (Due From Dev)/ Due to
Tri-Party	Balance (Due From Developer)/
Due To	

51	
10/9/17	
11/3/17	
$0.00	
$130,188.83	
$130,188.83		
$0.00	
$0.00	
52	10/20/17	10/26/17	$0.00	$21,570.00	$21,570.00		$0.00	$0.00	
53	11/7/17	1/23/18	$0.00	$1,200.00	$1,200.00		$0.00	$0.00	
54	11/8/17	1/23/18	$0.00	$14,373.43	$14,373.43		$0.00	$0.00	
55	12/14/17	1/23/18	$0.00	$14,230.80		$14,230.80	$0.00	$0.00	
56	1/9/18	3/16/18	$0.00	$12,247.00		$12,247.00	$0.00	$0.00	
57	1/16/18	3/6/18	$50,370.00	$0.00		$50,370.00	$0.00	$0.00	
58	2/27/18	3/23/18	$0.00	$4,129.50		$4,129.50	$0.00	$0.00	
59	3/29/18		$0.00	$5,756.09		$5,756.09		($5,756.09)	

Due from Developer	$50,370.00	$203,695.65	$167,332.26	$76,847.80	$0.00	($5,756.09)

Expense Month of
Request	Funding Request	Funding Received
FY18	Total Developer
Contributions	
October November	--- 55	
---

$3,885.00	

$0.00	
	55	$7,500.00		
	55	$2,845.80		
	56	$1,200.00		
	56	$665.00		
	56	$8,887.00		
	57	$50,370.00	$75,352.80	
December	56	$500.00		
	56	$75.00		
	56	$321.00		
	56	$599.00	$1,495.00	
January	58	$68.00	
$68.00	
Februaru	58	$250.00		
	58	$709.00		
	58	$1,990.00	$2,949.00	
March	58	$312.50		
	58	$800.00		
	56	$8,887.00		
	56	$665.00		

April	56

56	$1,200.00

$1,200.00	
$11,864.50	
	56	$665.00		
	56	$8,887.00	
$10,752.00	

Total Developer Contributions FY18	$102,481.30

Page 11

River's Edge
Community Development District Long Term Debt Report

Series 2008A, Capital Improvement Revenue Bonds	
Interest Rate:	6.80%	
Maturity Date:	5/1/2038	
Reserve Fund Definition:	7.835% Deemed Outstanding	
Reserve Fund Requirement:	$492,828	
Reserve Fund Balance:	$505,023	
Bonds outstanding - 9/30/2014	$12,375,000	
Less: November 1, 2014 (Prepayment)	($10,000)	
Less: May 1, 2015 (Mandatory)	($210,000)	
Less: May 1, 2015 (Prepayment)	($20,000)	
Less: May 2, 2016 (Mandatory)	($225,000)	
Less: May 2, 2016 (Prepayment)	($15,000)	
Less: October 18, 2016 (Prepayment)	($5,315,000)	
Less: November 1, 2016 (Prepayment)	($15,000)	
Less: May 1, 2017 (Mandatory)	($240,000)	
Less: May 1, 2017 (Prepayment)	($15,000)	
Less: November 1, 2017 (Prepayment)	($20,000)	
Current Bonds Outstanding	$6,290,000	

Series 2016 Capital Improvement Revenue Bonds and Refunding Bonds	
Interest Rate:	4.5% - 5.3%	
Maturity Date:	5/1/2026	
Reserve Fund Definition:	30% of Maximum Annual Debt at Issuance	
Reserve Fund Requirement:	$213,593	
Reserve Fund Balance:	$215,976	
Bonds outstanding - 10/19/16	$10,765,000	
Less: May 1, 2017 (Mandatory)	($160,000)	
Current Bonds Outstanding	$10,605,000	

Page 13

C.

Rivers Edge Community Development District Summary of Assessments

ASSESSED

Series 2008A	Series 2016 Debt Invoiced Debt Invoiced

Assessed To
DIRECT BILLS PYMNT PLAN *
MATTAMY - BULK (1)

# UNITS

Net

Net

FY18 O&M

TOTAL INVOICED NET

993

711,977.50

1,008,401.23

1,720,378.73

TOTAL REVENUE DIRECT BILLS

993

711,977.50

1,008,401.23

1,720,378.73

Fiscal Year 2018 10/1/17 - 9/30/18

NET REVENUE TAX ROLL
(RIVERS EDGE)	468	580290.8	-	491,519.51	1,071,810.31	
TOTAL REVENUE	1,461	580,290.80	711,977.50	1,499,920.74	2,792,189.04	

RECEIVED	

Series 2008A Debt Paid	

Series 2016 Debt Paid	

O&M PAID	

TOTAL PAID	BALANCE DUE/ (DISCOUNTS NOT TAKEN)	

-	$711,977.51	1,008,401.23	1,720,378.74	(0.01)	
-	711,977.51	1,008,401.23	1,720,378.74	(0.01)	

572,084.79	-	489,352.66	1,061,437.45	10,372.87	
572,084.79	711,977.51	1,497,753.89	2,781,816.19	10,372.86	

DIRECT BILL PERCENT COLLECTED	0.00%	100.00%	100.00%	100.00%	
TAX ROLL PERCENT COLLECTED	98.59%	0.00%	99.56%	99.03%	
TOTAL PERCENT COLLECTED	98.59%	100.00%	99.86%	99.63%	

(1) Developer is on a payment plan for undeveloped land. Assessments are paid 25% by Oct 1, and 25 % by Dec 1 and 25% by Feb 1 and 25% by May 1.

SUMMARY OF TAX ROLL RECEIPTS		

ST JOHNS COUNTY DISTRIBUTION	
DATE	
AMOUNT	Series 2008A
Debt	Series 2016
Debt	O&M	
1	11/6/17	657.20	355.82	-	301.38	
2	11/15/17	39,431.74	21,348.81	-	18,082.93	
3	11/28/17	24,450.20	13,237.63	-	11,212.57	
4	12/11/17	113,849.44	61,639.44	-	52,210.00	
5	12/27/17	452,732.61	245,114.80	-	207,617.81	
Interest	1/4/18	53.67	29.06	-	24.61	
6	1/24/18	361,721.10	195,840.09	-	165,881.01	
7	2/26/18	63,757.63	34,519.14	-	29,238.49	
8	3/13/18	6,391.15	3,460.24	-	2,930.91	
9	4/18/18	4,040.51	2,187.58	-	1,852.93	

TOTAL TAX ROLL RECEIPTS	1,067,085.25	577,732.61	-	489,352.66	

Page 12

D.

Rivers Edge
Community Development District

Check Run Summary
May 7, 2018

Fund	Date	Check No.	Amount	

General Fund				
Payroll	3/9/18	50365-50366	$	369.40	
	4/16/18	50367-50368	$	369.40	

 Sub-Total	$	738.80 	
Accounts Payable	3/1/18	2515-2520	$	11,821.80	
	3/8/18	2521-2533	$	74,606.98	
	3/14/18	2534-2541	$	4,449.51	
	3/16/18	2542	$	25.00	
	3/19/18	2543	$	275.00	
	3/21/18	2544	$	4,485.00	
	3/22/18	2545-2558	$	14,412.91	
	3/28/18	2559-2572	$	18,194.12	
	4/5/18	2573-2589	$	75,268.71	
	4/12/08	2590-2596	$	9,385.90	
	4/19/18	2597-2602	$	3,236.72	
	4/26/18	2603-2618	$	21,279.63	

 Sub-Total	$	237,441.28 
Capital Fund
Accounts Payable	$	-

 Sub-Total	$	-	

Total	$	238,180.08

BR040M-A	CHECKS WRITTEN LISTING		AS OF	3/31/2018	RUN	5/07/2018	PAGE	1	
CMPY-001	RIVERS EDGE - GENERAL	BANK-P	RIVERS	EDGE PAYROLL				
CHECK#	TYPE	SYSTEM	CHECK DATE	CHECK AMT	EMP/CUS/VEN#	DESCRIPTION

050365	R	PR	03/09/2018	184.70	15	JUDITH LONG	
050366	R	PR	03/09/2018	184.70	16	CHARLES OATES	
BANK	TOTAL	369.40	
COMPANY	TOTAL	369.40	

REDG RIVERS EDGE	BSANCHEZ

BR040M-A	CHECKS WRITTEN LISTING		AS OF	4/30/2018	RUN	5/07/2018	PAGE	1	
CMPY-001	RIVERS EDGE - GENERAL	BANK-P	RIVERS	EDGE PAYROLL				
CHECK#	TYPE	SYSTEM	CHECK DATE	CHECK AMT	EMP/CUS/VEN#	DESCRIPTION

050367	R	PR	04/16/2018	184.70	15	JUDITH LONG	
050368	R	PR	04/16/2018	184.70	16	CHARLES OATES	
BANK	TOTAL	369.40	
COMPANY	TOTAL	369.40	

REDG RIVERS EDGE	BSANCHEZ

Attendance Sheet
District Name:	Rivers Edge CDD Board Meeting Date: March 8, 2018 

G

Name	In Attendance
Jason Sessions

0

Chairman

Rick Egger

B'

Vice Chailperson

Judy Long

0

Assistant Secretary

Charles Oates

0

Assistant Secretary

Jason Beard
Assistant Secretary

Fee
NO

NO

YES · $200

YES · $200

NO

The Su11ervisors (ll'esent at the ahove-referenced meeting should he compensated accordingly.
Appl'ovcd fol' Pay

Date

PLEASE RETURN COMPLETED FORM TO BRIAN SANCHEZ

Attendance Sheet
District Name:	Rivers Edge CDD
Board Meeting Date:  April 1 1, 2018 

@

Name	In Attendance
Jason Sessions
Chairman
Rick Egger	G

Fee
NO

NO

0

Vice Chairperson

Judy Long
Assistant Secretary

p/2d.-t 

YES - $200

Charles Oates
Assistant Secretary
VACANT	-1'i(J/}
Assistant Secretary

[Zj
er:,'}(/':>�

YES - $200

NO

The Supervisors present at the above-refe1·enced meeting should be compensated accordingly.
Approved for	ayment:

District

Datei	I

PLEASE RETURN COMPLETED FORM TO BRIAN SANCHEZ

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	5/07/18	PAGE	1
*** CHECK DATES 03/01/2018 - 04/30/2018 ***	RIVERS EDGE - GENERAL
BANK A RIVERS EDGE GENERAL
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...	VENDOR NAME	STATUS	AMOUNT	....CHECK.....
DATE	DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS	AMOUNT	#
3/01/18 00178	2/26/18 02262018 201802 320-57200-49400	*	375.00
2/28/18 EVENT DEPOSIT
AIRTAT BODYART	375.00 002515
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/01/18 00142	12/19/17 5551711	201712 320-57200-46102	*	7,900.00
DEBRIS DISPOSAL
BRIGHTVIEW LANDSCAPE SERVICES INC	7,900.00 002516
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/01/18 00142	12/20/17 5554121	201712 310-51300-60000	*	2,285.72
TURF ROTORS INSTALLED
BRIGHTVIEW LANDSCAPE SERVICES INC	2,285.72 002517
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/01/18 00090	2/08/18 214	201802 320-57200-49400	*	375.00
MUSIC FOR EVENT 3/2/18
DERON BAKER	375.00 002518
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/01/18 00073	3/01/18 13129557 201803 330-57200-45210	*	768.08
MARCH POOL MAINTENANCE
3/01/18 13129557 201803 330-57200-45210	*	50.00
XPC SYSTEM UPGRADE
POOLSURE	818.08 002519
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/01/18 00155	2/26/18 339676	201802 320-57200-46400	*	68.00
FOOD TRUCK FRIDAY 2/2/18
VESTA PROPERTY SERVICES, INC.	68.00 002520
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/08/18 00142	2/26/18 5652627	201802 320-57200-46102	*	945.00
REMOVE/RELOCATE 4 OAKS
BRIGHTVIEW LANDSCAPE SERVICES INC	945.00 002521
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/08/18 00142	2/27/18 5661306	201802 320-57200-46102	*	1,441.96
REMOVE/INSTALL SOD
BRIGHTVIEW LANDSCAPE SERVICES INC	1,441.96 002522
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/08/18 00142	3/01/18 5651944	201803 320-57200-46100	*	18,111.00
MAR LANDSCAPE MAINT - OBT
BRIGHTVIEW LANDSCAPE SERVICES INC	18,111.00 002523
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/08/18 00142	3/01/18 5656327	201803 320-57200-46100	*	30,280.08
MAR LANDSCAPE MAINTENANCE
BRIGHTVIEW LANDSCAPE SERVICES INC	30,280.08 002524
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/08/18 00020	3/01/18 32427	201803 320-57200-46800	*	1,915.00
MAR LAKE MAINTENANCE
CHARLES AQUATICS, INC	1,915.00 002525
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
REDG RIVERS EDGE	BSANCHEZ

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	5/07/18	PAGE	2
*** CHECK DATES 03/01/2018 - 04/30/2018 ***	RIVERS EDGE - GENERAL
BANK A RIVERS EDGE GENERAL
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...	VENDOR NAME	STATUS	AMOUNT	....CHECK.....
DATE	DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS	AMOUNT	#
3/08/18 00071	2/27/18 23455767 201802 330-57200-34510	*	2,086.24
2/12/18-2/25/18 SECURITY
2/27/18 23455767 201802 330-57200-34510	*	444.03
MILEAGE
GIDDENS SECURITY CORPORATION	2,530.27 002526

3/08/18 00003	3/01/18	
	3/01/18	
	3/01/18	
	3/01/18	
	3/01/18	

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 181	201803 310-51300-34000	*	3,750.00
MAR MANAGEMENT FEES
181	201803 310-51300-35100	*	208.33
MAR INFORMATION TECH
181	201803 310-51300-32400	*	458.33
MAR DISSEMINATION FEES
181	201803 310-51300-42500	*	17.70
COPIES
181	201803 310-51300-41000	*	12.40
TELEPHONE
GOVERNMENTAL MANAGEMENT SERVICES	4,446.76 002527
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/08/18 00074	2/16/18 68787682 201803 330-57200-45800	*	475.04
MAR REFUSE - PARK
REPUBLIC SERVICES #687	475.04 002528
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/08/18 00074	2/16/18 68787685 201803 330-57200-45800	*	507.15
MAR REFUSE - CLUBHOUSE
REPUBLIC SERVICES #687	507.15 002529
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/08/18 00058	3/01/18 100372	201803 330-57200-34500	*	117.50
MAR CLUBHOUSE MONITOR
3/01/18 100372	201803 330-57200-34500	*	27.50
MAR FITNESS MONITOR
3/01/18 100372	201803 330-57200-34500	*	39.00
MAR PARK MONITOR
SONITROL OF NORTH CENTRAL FLORIDA	184.00 002530
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/08/18 00156	2/14/18 5142124	201802 330-57200-45900	*	175.00
FEB PEST CONTROL
TURNER PEST CONTROL	175.00 002531
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/08/18 00155	3/01/18 339765	201803 330-57200-34000	*	4,333.34
MAR FACILITY MANAGE/DIR
3/01/18 339765	201803 330-57200-45100	*	4,375.00
MAR FACILITY MAINTENANCE
3/01/18 339765	201803 330-57200-45200	*	1,138.83
MAR POOL MAINTENANCE
3/01/18 339765	201803 330-57200-45300	*	641.75
MAR JANITORIAL MAINT
REDG RIVERS EDGE	BSANCHEZ

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	5/07/18	PAGE	3
*** CHECK DATES 03/01/2018 - 04/30/2018 ***	RIVERS EDGE - GENERAL
BANK A RIVERS EDGE GENERAL
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...	VENDOR NAME	STATUS	AMOUNT	....CHECK.....
DATE	DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS	AMOUNT	#
3/01/18 339765	201803 320-57200-49400	*	1,175.00
MAR ADDITIONAL STAFFING
3/01/18 339765	201803 330-57200-34100	*	1,579.00
12 HOURS MAINT SERVICE
VESTA PROPERTY SERVICES, INC.	13,242.92 002532
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/08/18 00174	11/29/17 644157	201711 330-57200-45700	*	352.80
FIRE ALARM TROUBLESHOOT
WAYNE AUTOMATIC FIRE SPRINKLERS,INC	352.80 002533
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/14/18 00077	3/09/18 27356	201802 320-57200-46800	*	2,100.00
FEB STORMWATER INSPECTION
AEROSTARSES LLC	2,100.00 002534
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/14/18 00020	3/09/18 32502	201803 320-57200-46800	*	400.00
ONE TIME FOUNTAIN MAINT
CHARLES AQUATICS, INC	400.00 002535
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/14/18 00056	3/13/18 20134291 201803 330-57200-49500	*	150.00
HIGH WINDOWS CLEANED
COMMERCIAL WINDOW CLEANING INC	150.00 002536
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/14/18 00103	3/04/18 14845635 201803 330-57200-50000	*	61.94
5G PURIFIED WATER
3/04/18 14845635 201803 330-57200-50000	*	6.99
HOT AND COLD COOLER CUPS
3/04/18 14845635 201803 330-57200-50000	*	85.91
5G PURIFIED WATER
3/04/18 14845635 201803 330-57200-50000	*	3.00
PAPER INVOICE FEE
CRYSTAL SPRINGS	157.84 002537
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/14/18 00021	12/28/17 6783	201712 330-57200-45000	*	485.00
FY18 POLICY CHANGE
EGIS INSURANCE ADVISORS LLC	485.00 002538
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/14/18 00147	2/16/18 90218A	201803 320-57200-49400	*	875.00
BALANCE: EVENT 3/19/18
PRINCE PELE'S POLYNESIAN REVUE	875.00 002539
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/14/18 00069	3/07/18 03072018 201802 330-57200-45400	*	26.67
FEB GAS
TECO PEOPLES GAS	26.67 002540
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/14/18 00196	11/07/17 11072017 201711 330-57200-45700	*	225.00
HEATER INSPECTION
REDG RIVERS EDGE	BSANCHEZ

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	5/07/18	PAGE	4
*** CHECK DATES 03/01/2018 - 04/30/2018 ***	RIVERS EDGE - GENERAL
BANK A RIVERS EDGE GENERAL
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...	VENDOR NAME	STATUS	AMOUNT	....CHECK.....
DATE	DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS	AMOUNT	#
11/07/17 11072017 201711 330-57200-45700	*	30.00
TRUCK CHARGE
WALLY'S HEATING AND	255.00 002541
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/16/18 00108	3/16/18 03162018 201803 330-57200-50000	*	25.00
ALARM REGISTRATION RENEW
ST JOHNS COUNTY SHERIFF'S OFFICE	25.00 002542
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/19/18 00171	3/13/18 20180313 201803 320-57200-46500	*	240.00
REASSEMBLED STOP SIGN
3/13/18 20180313 201803 320-57200-46500	*	35.00
ALUMINUM ROD,WHEELS,FUEL
TNZ MOBILE WELDING	275.00 002543
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/21/18 00194	3/13/18 3671	201803 330-57200-45700	*	4,485.00
REPAIR TRELLIS/PAINT PROJ
NOBLE CONSTRUCTION GROUP	4,485.00 002544
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/22/18 00208	3/13/18 58668	201803 330-57200-45700	*	94.00
REPAIR ENTRANCE SIGN
ALL SERVICE ELECTRIC GROUP, INC	94.00 002545
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/22/18 00198	2/13/18 1622	201803 320-57200-49400	*	500.00
3/31/18 EVENT FACE PAINT
ART-Z FACES	500.00 002546
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/22/18 00140	3/20/18 03202018 201803 320-57200-49400	*	400.00
4/6/18 EVENT MUSIC
BERT J BOWDEN	400.00 002547
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/22/18 00142	3/14/18 5676041	201803 320-57200-46102	*	923.00
SCHILLING 3 GAL/PREP BEDS
3/14/18 5676041	201803 320-57200-46101	*	864.00
MULCH
BRIGHTVIEW LANDSCAPE SERVICES INC	1,787.00 002548
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/22/18 00142	3/14/18 5676052	201803 320-57200-46102	*	1,501.00
REMOVE PINE/BROKEN LIMB
BRIGHTVIEW LANDSCAPE SERVICES INC	1,501.00 002549
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/22/18 00142	3/19/18 5679908	201803 320-57200-46000	*	1,360.00
IRRIGATION REPAIRS
BRIGHTVIEW LANDSCAPE SERVICES INC	1,360.00 002550
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/22/18 00203	3/21/18 03212018 201803 320-57200-49400	*	312.50
3/31/18 EVENT BALANCE
CRITTER CARAVAN INC.	312.50 002551
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
REDG RIVERS EDGE	BSANCHEZ

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	5/07/18	PAGE	5
*** CHECK DATES 03/01/2018 - 04/30/2018 ***	RIVERS EDGE - GENERAL
BANK A RIVERS EDGE GENERAL
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...	VENDOR NAME	STATUS	AMOUNT	....CHECK.....
DATE	DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS	AMOUNT	#
3/22/18 00173	12/28/17 1	201712 310-51300-32400	*	100.00
2008 11/1/17 PREPAY AMORT
12/28/17 1	201712 310-51300-32400	V	100.00-
2008 11/1/17 PREPAY AMORT
DISCLOSURE SERVICES LLC	.00 002552
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/22/18 00207	2/16/18 02162018 201803 320-57200-49400	*	325.00
EVENT 3/31/18 MUSIC
ERIC ALBISO	325.00 002553
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/22/18 00071	1/30/18 23455615 201801 330-57200-34510	*	2,086.24
1/15/18-1/28/18 SECURITY
1/30/18 23455615 201801 330-57200-34510	*	434.34
MILEAGE
GIDDENS SECURITY CORPORATION	2,520.58 002554
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/22/18 00117	3/15/18 03152018 201803 330-57200-45700	*	2,400.00
PAINT MAIL KIOSK
3/15/18 03152018 201803 330-57200-45700	*	1,600.00
PAINT STORAGE BUILDING
HUTCH-N-SONZ PAINT TEAM LLC	4,000.00 002555
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/22/18 00055	3/12/18 39503	201802 310-51300-31100	*	174.83
FEB PROFESSIONAL SERVICES
PROSSER INC	174.83 002556
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/22/18 00173	12/28/17 1	201712 310-51300-32400	*	100.00
2008 11/1/17 PREPAY AMORT
DISCLOSURE SERVICES LLC	100.00 002557
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/22/18 00127	2/27/18 5063	201803 320-57200-49400	*	1,338.00
EVENT 3/31/18
PROGRESSIVE ENTERTAINMENT	1,338.00 002558
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/28/18 00142	3/20/18 5681320	201803 320-57200-46000	*	185.00
IRRIGATION REPAIRS
BRIGHTVIEW LANDSCAPE SERVICES INC	185.00 002559
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/28/18 00142	3/20/18 5681321	201803 320-57200-46000	*	250.00
IRRIGATION REPAIRS
BRIGHTVIEW LANDSCAPE SERVICES INC	250.00 002560
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/28/18 00142	3/26/18 5686372	201803 320-57200-46000	*	631.00
IRRIGATION REPAIRS
BRIGHTVIEW LANDSCAPE SERVICES INC	631.00 002561
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
REDG RIVERS EDGE	BSANCHEZ

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	5/07/18	PAGE	6
*** CHECK DATES 03/01/2018 - 04/30/2018 ***	RIVERS EDGE - GENERAL
BANK A RIVERS EDGE GENERAL
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...	VENDOR NAME	STATUS	AMOUNT	....CHECK.....
DATE	DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS	AMOUNT	#
3/28/18 00001	3/13/18 61161511 201803 310-51300-42000	*	63.18
MAR FEDEX POSTAGE
FEDEX	63.18 002562
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/28/18 00071	3/13/18 23455869 201803 330-57200-34510	*	2,070.90
2/26/18-3/11/18 SECURITY
3/13/18 23455869 201803 330-57200-34510	*	387.03
MILEAGE
GIDDENS SECURITY CORPORATION	2,457.93 002563

3/28/18 00003	2/01/18	
	2/01/18	
	2/01/18	
	2/01/18	
	2/01/18	
	2/01/18	

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 180	201802 310-51300-34000	*	3,750.00
FEB MANAGEMENT FEES
180	201802 310-51300-35100	*	208.33
FEB INFORMATION TECH
180	201802 310-51300-32400	*	458.33
FEB DISSEMINATION FEES
180	201802 310-51300-51000	*	10.00
OFFICE SUPPLIES
180	201802 310-51300-42500	*	176.25
COPIES
180	201802 310-51300-41000	*	7.66
TELEPHONE
GOVERNMENTAL MANAGEMENT SERVICES	4,610.57 002564
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/28/18 00154	3/09/18 C-1141	201803 330-57200-45700	*	245.00
SEMI-ANNUAL INSPECTION
HOWARD SERVICES, INC.	245.00 002565
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/28/18 00163	3/21/18 30	201802 320-57200-60000	*	665.16
FEB FACILITY MAINTENANCE
3/21/18 30	201802 320-57200-60000	*	85.41
FEB MAINTENANCE SUPPLIES
RIVERSIDE MANAGEMENT SERVICES INC	750.57 002566
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/28/18 00005	3/04/18 3011576	201803 310-51300-48000	*	71.80
3/7 NOTICE OF MEETING
THE ST. AUGUSTINE RECORD	71.80 002567
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/28/18 00156	3/14/18 5179298	201803 330-57200-45900	*	175.00
MAR PEST CONTROL
TURNER PEST CONTROL	175.00 002568
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/28/18 99999	3/28/18 VOID	201803 000-00000-00000	C	.00
VOID CHECK
******INVALID VENDOR NUMBER******	.00 002569
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
REDG RIVERS EDGE	BSANCHEZ

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	5/07/18	PAGE	7
*** CHECK DATES 03/01/2018 - 04/30/2018 ***	RIVERS EDGE - GENERAL
BANK A RIVERS EDGE GENERAL

CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...	VENDOR NAME	STATUS	AMOUNT	....CHECK.....	
DATE	DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#	
3/28/18 99999	3/28/18 VOID	201803 000-00000-00000	C	.00 VOID CHECK
******INVALID VENDOR NUMBER******	.00 002570
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/28/18 99999	3/28/18 VOID	201803 000-00000-00000	C	.00
VOID CHECK
******INVALID VENDOR NUMBER******	.00 002571
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/28/18 00155	2/28/18 340735	201802 330-57200-51000	*	58.03
COFFEE CUPS
2/28/18 340735	201802 330-57200-51000	*	71.73
PAPER TOWELS/TRASH BAGS
2/28/18 340735	201802 320-57200-60000	*	25.52
FLOOR CLEANER
2/28/18 340735	201802 320-57200-60000	*	176.34
GYM WIPES
2/28/18 340735	201802 330-57200-51000	*	12.77
COMPUTER MOUSE
2/28/18 340735	201802 320-57200-60000	*	156.74
TOILET SEAT/TRASH BAGS
2/28/18 340735	201802 320-57200-60000	*	169.29
PAPER TOWELS/HANDLING FEE
2/28/18 340735	201802 330-57200-51000	*	564.44
DELL INSPIRON
2/28/18 340735	201802 330-57200-45200	*	1,110.00
MARCH POOL SERVICES
2/28/18 340735	201802 330-57200-45200	*	823.00
MARCH POOL SERVICES
2/28/18 340735	201802 320-57200-60000	*	3,049.10
SQUARE HARDWARE
2/28/18 340735	201802 320-57200-60000	*	159.23
WOOD TO HIDE BOXES IN GYM
2/28/18 340735	201802 320-57200-60000	*	148.80
DOG STATION BAGS
2/28/18	340735	201802	320-57200-49400	*	84.40	
	DADDY	DAUGHTER	DECORATION		
2/28/18	340735	201802	320-57200-49400	*	29.82	
	DADDY	DAUGHTER	DECORATION		
2/28/18	340735	201802	320-57200-49400	*	13.99	
	DADDY	DAUGHTER	DECORATION		
2/28/18	340735	201802	320-57200-49400	*	5.98	
	DADDY	DAUGHTER	DRINKS		
2/28/18	340735	201802	320-57200-49400	*	9.30	
	DADDY	DAUGHTER	DRINKS		
2/28/18	340735	201802	320-57200-49400	*	21.95	
	DADDY	DAUGHTER	DRINKS		
REDG RIVERS EDGE	BSANCHEZ

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	5/07/18	PAGE	8
*** CHECK DATES 03/01/2018 - 04/30/2018 ***	RIVERS EDGE - GENERAL
BANK A RIVERS EDGE GENERAL
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...	VENDOR NAME	STATUS	AMOUNT	....CHECK.....
DATE	DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS	AMOUNT	#
2/28/18 340735	201802 320-57200-49400	*	50.00
SPRING FLING DEP ART-Z
2/28/18 340735	201802 320-57200-49400	*	178.51
ITEMS FOR MEET AND GREET
2/28/18 340735	201802 320-57200-60000	*	155.78
OVEN FOR WELCOME CENTER
2/28/18 340735	201802 320-57200-49400	*	11.51
DADDY DAUGHTER WAIVERS
2/28/18 340735	201802 320-57200-49400	*	9.38
DADDY DAUGHTER FOOD
2/28/18 340735	201802 330-57200-51000	*	18.63
TOILET PAPER
2/28/18 340735	201802 320-57200-49400	*	39.68
DADDY DAUGHTER DRINKS
2/28/18 340735	201802 320-57200-49400	*	1.07
DADDY DAUGHTER ITEMS
2/28/18 340735	201802 320-57200-60000	*	40.00
GAS FOR TRUCK
2/28/18 340735	201802 320-57200-60000	*	549.97
ICE MACHINE
2/28/18 340735	201802 320-57200-60000	*	24.92

2/28/18	340735	201802	320-57200-60000	*	38.03	
2/28/18	340735	201802	320-57200-60000	*	4.04	
	CUPS FOR GYM			
2/28/18	340735	201802	320-57200-60000	*	17.39	

CAFE ITEMS
GAS FOR TRUCK

WOOD BRACKETS DOOR JAM
2/28/18 340735	201802 330-57200-51000	*	70.00
CONSTANT CONTACT
2/28/18 340735	201802 320-57200-60000	*	272.02
CAFE ITEMS
2/28/18 340735	201802 320-57200-60000	*	219.15
CAFE ITEMS
2/28/18 340735	201802 320-57200-60000	*	76.12
CAFE UPGRADES
2/28/18 340735	201802 330-57200-51000	*	28.00
COFFEE FOR WELCOME CENTER
2/28/18 340735	201802 320-57200-60000	*	21.06
SQUARE READERS FOR CAFE
2/28/18 340735	201802 330-57200-51000	*	139.38
CAFE ITEMS
2/28/18 340735	201802 330-57200-51000	*	99.00
OFFICE 365
VESTA PROPERTY SERVICES, INC.	8,754.07 002572
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
REDG RIVERS EDGE	BSANCHEZ

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	5/07/18	PAGE	9
*** CHECK DATES 03/01/2018 - 04/30/2018 ***	RIVERS EDGE - GENERAL
BANK A RIVERS EDGE GENERAL
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...	VENDOR NAME	STATUS	AMOUNT	....CHECK.....
DATE	DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS	AMOUNT	#
4/05/18 00208	3/29/18 58800	201803 330-57200-45700	*	117.50
REAPLCE GFCI BY POOL
3/29/18 58800	201803 330-57200-45700	*	32.10
MATERIALS
ALL SERVICE ELECTRIC GROUP, INC	149.60 002573
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/05/18 00205	1/16/18 33559	201801 320-57200-60000	*	975.00
POOL LEAK DETECT/REPAIR
AMERICAN LEAK DETECTIONS NE FL	975.00 002574
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/05/18 00070	3/08/18 03082018 201803 330-57200-41000	*	704.25
APR BILL 904-940-9393
AT&T	704.25 002575
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/05/18 00142	3/28/18 5699256	201803 320-57200-46000	*	1,895.95
INSTL LXD CONTROLLER
BRIGHTVIEW LANDSCAPE SERVICES INC	1,895.95 002576
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/05/18 00142	3/29/18 5706014	201803 320-57200-46100	*	4,910.00
INSTL SPRING ANNUALS
BRIGHTVIEW LANDSCAPE SERVICES INC	4,910.00 002577
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/05/18 00142	3/29/18 5707302	201803 320-57200-46102	*	1,020.00
TREE REMOVAL
BRIGHTVIEW LANDSCAPE SERVICES INC	1,020.00 002578
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/05/18 00142	4/01/18 5689914	201804 320-57200-46100	*	18,654.33
APR LANDSCAPE MAINT - OBT
BRIGHTVIEW LANDSCAPE SERVICES INC	18,654.33 002579
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/05/18 00142	4/01/18 5697849	201804 320-57200-46100	*	30,280.08
APR LANDSCAPE MAINTENANCE
BRIGHTVIEW LANDSCAPE SERVICES INC	30,280.08 002580
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/05/18 00142	4/01/18 5715071	201804 320-57200-46100	*	2,760.00
APR RIVER CLUB MAINT
BRIGHTVIEW LANDSCAPE SERVICES INC	2,760.00 002581
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/05/18 00020	4/01/18 32692	201804 320-57200-46800	*	1,915.00
APR LAKE MAINTENANCE
CHARLES AQUATICS, INC	1,915.00 002582
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/05/18 00151	3/28/18 2744	201803 320-57200-46102	*	2,650.00
RETENTION POND WASHOUTS
G.G. EXCAVATION & CONSTRUCTION INC.	2,650.00 002583
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
REDG RIVERS EDGE	BSANCHEZ

CHECK REGISTER	RUN	5/07/18	PAGE	10	

STATUS		
AMOUNT	
....CHECK.....	

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER
*** CHECK DATES 03/01/2018 - 04/30/2018 ***	RIVERS EDGE - GENERAL
BANK A RIVERS EDGE GENERAL
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...	VENDOR NAME
DATE	DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS	AMOUNT	#
4/05/18 00071	3/27/18 23455914 201803 330-57200-34510	*	2,086.24
3/12/18-3/25/18 SECURITY
3/27/18 23455914 201803 330-57200-34510	*	444.60
MILEAGE
GIDDENS SECURITY CORPORATION	2,530.84 002584

4/05/18 00003	4/02/18	
	4/02/18	
	4/02/18	
	4/02/18	
	4/02/18	
	4/02/18	

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 182	201804 310-51300-34000	*	3,750.00
APR MANAGEMENT FEES
182	201804 310-51300-35100	*	208.33
APR INFORMATION TECH
182	201804 310-51300-32400	*	458.33
APR DISSEMINATION FEES
182	201804 310-51300-51000	*	13.90
OFFICE SUPPLIES
182	201804 310-51300-42000	*	62.12
POSTAGE
182	201804 310-51300-42500	*	47.85
COPIES
GOVERNMENTAL MANAGEMENT SERVICES	4,540.53 002585
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/05/18 00209	3/12/18 03122018 201803 330-57200-45700	*	150.00
KAYAK LAUNCH AREA
3/12/18 03122018 201803 330-57200-45700	*	350.00
MAIN DECK
3/12/18 03122018 201803 330-57200-45700	*	150.00
SMALL DOCK SOUTH
MICHALS EXTERIOR CLEANING, INC	650.00 002586
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/05/18 00073	4/01/18 13129557 201804 330-57200-45210	*	1,280.13
APR POOL MAINTENANCE
4/01/18 13129557 201804 330-57200-45210	*	50.00
XPC SYSTEM UPGRADE
POOLSURE	1,330.13 002587
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/05/18 00058	4/01/18 100576	201804 330-57200-34500	*	117.50
APR CLUBHOUSE MONITORING
4/01/18 100576	201804 330-57200-34500	*	27.50
APR FITNESS CNTR MONITOR
4/01/18 100576	201804 330-57200-34500	*	39.00
APR PARK MONITORING
SONITROL OF NORTH CENTRAL FLORIDA	184.00 002588
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/05/18 00155	3/31/18 341377	201803 320-57200-49400	*	119.00
FOOD TRUCK FRIDAY
VESTA PROPERTY SERVICES, INC.	119.00 002589
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
REDG RIVERS EDGE	BSANCHEZ

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	5/07/18	PAGE	11
*** CHECK DATES 03/01/2018 - 04/30/2018 ***	RIVERS EDGE - GENERAL
BANK A RIVERS EDGE GENERAL
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...	VENDOR NAME	STATUS	AMOUNT	....CHECK.....
DATE	DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS	AMOUNT	#
4/12/18 00077	4/10/18 27417	201803 320-57200-46800	*	2,100.00
MAR STORMWATER INSPECTION
AEROSTARSES LLC	2,100.00 002590
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/12/18 00198	2/13/18 1622A	201804 320-57200-49400	*	450.00
EASTER EVENT
ART-Z FACES	450.00 002591
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/12/18 00152	3/31/18 84036028 201803 330-57200-45700	*	3,472.09
FIRST AID KIT REFILLS
CINTAS CORPORATION	3,472.09 002592
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/12/18 00103	4/01/18 14845635 201803 330-57200-50000	*	99.95
5G PURIFIED WATER
4/01/18 14845635 201803 330-57200-50000	*	6.99
HOT AND COLD COOLER CUPS
4/01/18 14845635 201803 330-57200-50000	*	68.89
5G PURIFIED WATER
4/01/18 14845635 201803 330-57200-50000	*	3.00
PAPER INVOICE FEE
CRYSTAL SPRINGS	178.83 002593
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/12/18 00173	4/06/18 3	201804 310-51300-32400	*	250.00
2008 5/1/18 PREPAY AMORT
DISCLOSURE SERVICES LLC	250.00 002594
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/12/18 00054	4/04/18 18010176 201804 320-57200-46500	*	1,990.00
REMAINING BALANCE/ SIGN
STEPHENS ADVERTISING INC.	1,990.00 002595
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/12/18 00174	2/12/18 656969	201802 330-57200-45700	*	944.98
TROUBLESHOOT FACP
WAYNE AUTOMATIC FIRE SPRINKLERS,INC	944.98 002596
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/19/18 00142	4/11/18 5719767	201804 320-57200-46000	*	375.00
IRRIGATION REPAIRS
BRIGHTVIEW LANDSCAPE SERVICES INC	375.00 002597
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/19/18 00142	4/11/18 5719769	201804 320-57200-46000	*	2,005.95
IRRIGATION REPAIRS
BRIGHTVIEW LANDSCAPE SERVICES INC	2,005.95 002598
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/19/18 00001	4/10/18 61461555 201804 310-51300-42000	*	45.84
APR FEDEX POSTAGE
FEDEX	45.84 002599
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
REDG RIVERS EDGE	BSANCHEZ

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	5/07/18	PAGE	12
*** CHECK DATES 03/01/2018 - 04/30/2018 ***	RIVERS EDGE - GENERAL
BANK A RIVERS EDGE GENERAL
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...	VENDOR NAME	STATUS	AMOUNT	....CHECK.....
DATE	DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS	AMOUNT	#
4/19/18 00055	4/11/18 39661	201803 310-51300-31100	*	482.86
MAR PROFESSIONAL SERVICES
PROSSER INC	482.86 002600
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/19/18 00069	4/06/18 04062018 201803 330-57200-45400	*	27.07
MARCH GAS
TECO PEOPLES GAS	27.07 002601
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/19/18 00156	2/28/18 5135043	201802 330-57200-45900	*	300.00
FEB PEST CONTROL
TURNER PEST CONTROL	300.00 002602
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/26/18 00070	4/08/18 04082018 201803 330-57200-41000	*	568.32
MAR BILL 904-940-9393
AT&T	568.32 002603
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/26/18 00142	4/19/18 5726426	201804 320-57200-46100	*	930.00
INSTALL BAG BROWN MULCH
BRIGHTVIEW LANDSCAPE SERVICES INC	930.00 002604
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/26/18 00151	4/12/18 2759	201804 320-57200-46102	*	735.00
HAUL DIRT/PUT IN WASHOUT
G.G. EXCAVATION & CONSTRUCTION INC.	735.00 002605
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/26/18 00071	4/11/18 23456019 201804 330-57200-34510	*	2,285.66
3/26/18-4/8/18 SECURITY
4/11/18 23456019 201804 330-57200-34510	*	286.00
MILEAGE
GIDDENS SECURITY CORPORATION	2,571.66 002606
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/26/18 00006	4/17/18 99686	201803 310-51300-31500	*	8,526.90
RVE POLICIES/UPDATE
HOPPING GREEN & SAMS	8,526.90 002607
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/26/18 00127	3/16/18 5085	201803 320-57200-49400	*	588.00
4/27/18 EVENT
PROGRESSIVE ENTERTAINMENT	588.00 002608
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/26/18 00074	4/16/18 68788981 201805 330-57200-45800	*	381.89
MAY REFUSE - PARK
REPUBLIC SERVICES #687	381.89 002609
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/26/18 00074	4/16/18 68788984 201805 330-57200-45800	*	381.89
MAY REFUSE - CLUBHOUSE
REPUBLIC SERVICES #687	381.89 002610
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
REDG RIVERS EDGE	BSANCHEZ

CHECK REGISTER	RUN	5/07/18	PAGE	13	

STATUS		
AMOUNT	
....CHECK.....	

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER
*** CHECK DATES 03/01/2018 - 04/30/2018 ***	RIVERS EDGE - GENERAL
BANK A RIVERS EDGE GENERAL
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...	VENDOR NAME
DATE	DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS	AMOUNT	#
4/26/18 00074	4/16/18 68789107 201805 330-57200-45800	*	436.01
MAY REFUSE - RIVER CLUB
REPUBLIC SERVICES #687	436.01 002611
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/26/18 00156	3/29/18 5171924	201803 330-57200-45900	*	300.00
MARCH PEST CONTROL
TURNER PEST CONTROL	300.00 002612
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/26/18 99999	4/26/18 VOID	201804 000-00000-00000	C	.00
VOID CHECK
******INVALID VENDOR NUMBER******	.00 002613
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/26/18 99999	4/26/18 VOID	201804 000-00000-00000	C	.00
VOID CHECK
******INVALID VENDOR NUMBER******	.00 002614
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/26/18 99999	4/26/18 VOID	201804 000-00000-00000	C	.00
VOID CHECK
******INVALID VENDOR NUMBER******	.00 002615
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/26/18 99999	4/26/18 VOID	201804 000-00000-00000	C	.00
VOID CHECK
******INVALID VENDOR NUMBER******	.00 002616

4/26/18 00155	3/31/18	
	3/31/18	
	3/31/18	
	3/31/18	
	3/31/18	
	3/31/18	
	3/31/18	
	3/31/18	
	3/31/18	
	3/31/18	
	3/31/18	

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 341861	201803 330-57200-51000	*	70.00
CONSTANT CONTACT
341861	201803 330-57200-45700	*	15.66
WET FLOOR SIGN
341861	201803 330-57200-45700	*	21.08
DISINFECTANT SPRAY
341861	201803 330-57200-45700	*	97.94
TOILET PAPER/COMP MOUSE
341861	201803 330-57200-45700	*	301.16
GYM WIPES
341861	201803 330-57200-45700	*	35.13
MULTIFOLD TOWELS
341861	201803 330-57200-45700	*	52.25
MR.CLEAN/CAN LINERS
341861	201803 330-57200-45700	*	85.11
WASTE BASKET
341861	201803 330-57200-45700	*	101.58
CAN LINERS
341861	201803 330-57200-45700	*	228.21
3PK SPRAY BOTTLE/PINE SOL
341861	201803 330-57200-45700	*	473.49
RECEPTACLE WITH TRAY
REDG RIVERS EDGE	BSANCHEZ

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	5/07/18	PAGE	14
*** CHECK DATES 03/01/2018 - 04/30/2018 ***	RIVERS EDGE - GENERAL
BANK A RIVERS EDGE GENERAL

CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...	VENDOR	NAME	STATUS	AMOUNT	....CHECK.....	
DATE		DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS					AMOUNT	#	
3/31/18 341861	201803 320-57200-49400	*	86.08
DESSERTS RC UNVEILING
3/31/18 341861	201803 330-57200-45700	*	225.78- FLAGS KAYAK LAUNCH
3/31/18 341861	201803 330-57200-45700	*	4.16
HARDWARE TO FIX DOOR
3/31/18 341861	201803 330-57200-51000	*	4.26
OFFICE SUPPLIES
3/31/18 341861	201803 330-57200-45700	*	4.92
DRILL BIT
3/31/18 341861	201803 330-57200-45700	*	6.94
VACUUM BREAKER
3/31/18 341861	201803 330-57200-51000	*	7.46
OFFICE SUPPLIES
3/31/18 341861	201803 330-57200-45700	*	7.52
HARDWARE TO FIX DOOR
3/31/18 341861	201803 330-57200-45700	*	12.10
GAS FOR TRUCK
3/31/18 341861	201803 330-57200-51000	*	12.18
OFFICE SUPPLIES
3/31/18 341861	201803 330-57200-45700	*	14.87
DISH DRAIN RACK
3/31/18 341861	201803 330-57200-51000	*	14.95
SAFE STAFF CERTIFICATION
3/31/18 341861	201803 330-57200-45700	*	15.98
MICROFIBER TOWELS
3/31/18 341861	201803 320-57200-49400	*	17.07
ICE FOR RC SOFT OPEN
3/31/18 341861	201803 320-57200-49400	*	21.40
SPRING FLING ITEMS
3/31/18 341861	201803 330-57200-51000	*	24.40
OFFICE SUPPLIES
3/31/18 341861	201803 330-57200-45700	*	29.77
SILICONE SPRAY
3/31/18 341861	201803 330-57200-45700	*	29.80
TIES FOR TENNIS COURT
3/31/18 341861	201803 320-57200-49400	*	30.41
WATER FOR PREVIEW PARTY
3/31/18 341861	201803 320-57200-49400	*	31.84
SPRING FLING ITEMS
3/31/18 341861	201803 330-57200-45700	*	32.99
SUN GLOW SHUFFLE BOARD
3/31/18 341861	201803 330-57200-45700	*	39.80
CLEANING ITEMS
3/31/18 341861	201803 330-57200-51000	*	41.62
MUSIC FOR RIVERHOUSE
REDG RIVERS EDGE	BSANCHEZ

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	5/07/18	PAGE	15
*** CHECK DATES 03/01/2018 - 04/30/2018 ***	RIVERS EDGE - GENERAL
BANK A RIVERS EDGE GENERAL
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...	VENDOR NAME	STATUS	AMOUNT	....CHECK.....
DATE	DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS	AMOUNT	#
3/31/18 341861	201803 320-57200-49400	*	42.76
SPRING FLING ITEMS
3/31/18 341861	201803 330-57200-45700	*	46.02
GAS FOR TRUCK
3/31/18 341861	201803 330-57200-45700	*	46.95
POOL TEST KIT
3/31/18 341861	201803 320-57200-49400	*	57.06
SPRING FLING ITEMS
3/31/18 341861	201803 330-57200-45700	*	65.12
DOG STATION BAGS
3/31/18 341861	201803 330-57200-45700	*	68.80
GAS FOR TRUCKS
3/31/18 341861	201803 330-57200-51000	*	70.00
EMAIL BLAST
3/31/18 341861	201803 330-57200-45700	*	70.64
GAS FOR TRUCK
3/31/18 341861	201803 330-57200-45700	*	72.05
COPIES OF KEY/KEY BOX
3/31/18 341861	201803 330-57200-51000	*	77.03
INK FOR PRINTER
3/31/18 341861	201803 330-57200-45700	*	85.99
COPY KEYS / KEY BOX
3/31/18 341861	201803 330-57200-45700	*	111.68
SHOP VAC
3/31/18 341861	201803 330-57200-45700	*	117.10
CLEANING SUPPLIES
3/31/18 341861	201803 320-57200-49400	*	180.96
NAME TAGS FOR SOFT OPEN
3/31/18 341861	201803 330-57200-45700	*	186.26
DOG STATION BAGS
3/31/18 341861	201803 330-57200-45700	*	196.39
BACK PACK BLOWER
3/31/18 341861	201803 330-57200-45700	*	220.78
DOG STATION BAGS
3/31/18 341861	201803 320-57200-49400	*	220.95
NAME TAGS SOFT OPENING
3/31/18 341861	201803 320-57200-49400	*	237.50
WATER/WINE PREVIEW PARTY
3/31/18 341861	201803 330-57200-45700	*	242.88
FLAGS FOR KAYAK LAUNCH
3/31/18 341861	201803 320-57200-49400	*	278.64
SPRING FLING ITEMS
3/31/18 341861	201803 320-57200-49400	*	278.67
WINE FOR PREVIEW PARTY
3/31/18 341861	201803 320-57200-49400	*	820.38
DECORATIONS PREVIEW PARTY
VESTA PROPERTY SERVICES, INC.	5,540.96 002617
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
REDG RIVERS EDGE	BSANCHEZ

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	5/07/18	PAGE	16
*** CHECK DATES 03/01/2018 - 04/30/2018 ***	RIVERS EDGE - GENERAL
BANK A RIVERS EDGE GENERAL

CHECK	VEND#	.....INVOICE.....	...EXPENSED TO...	VENDOR NAME	STATUS	AMOUNT	....CHECK.....	
DATE	DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#	
4/26/18 00174	4/17/18 668643	201804 330-57200-45700	*	319.00
CONNECT DMARC TO PANEL
WAYNE AUTOMATIC FIRE SPRINKLERS,INC	319.00 002618
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

TOTAL	FOR	BANK A	237,441.28	
TOTAL	FOR	REGISTER	237,441.28	

REDG RIVERS EDGE	BSANCHEZ