AVENIR COMMUNITY DEVELOPMENT
DISTRICT

CITY OF PALM BEACH GARDENS REGULAR BOARD MEETING
JANUARY 25, 2024
12:30 P.M.

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

AGENDA
AVENIR COMMUNITY DEVELOPMENT DISTRICT
2501A Burns Road
Palm Beach Gardens, Florida 33410
REGULAR BOARD MEETING
January 25, 2024
12:30 p.m.

Call to Order
Proof of Publication
Establish Quorum
Additions or Deletions to Agenda
Comments from the Public for Items Not on the Agenda
Approval of Minutes
November 30, 2023 Special Board Meeting
Old Business
New Business
Consider Approval of Fifth Amendment to the Fifth Supplement Report (Assessment Area Two)
Change Orders
Consider Ratification of JW Cheatham Northlake Ph 2-Change Order No. 4
Consent Agenda
Consider Ratification of Proposal for Geotechnical Exploration for Pod 18
Consider Ratification of Panther National Entry Feature Design Proposal (Stofft)
Consider Ratification of Tract O-17 Deed
Clubhouse
Clubhouse Management Update
Administrative Matters
Board Member Comments
Adjourn

PALM BEACH

STATE OF FLORIDA CDUNlY OF PALM BEACH:

Before the undersigned authority personally appeared ANGELINA GARAY, who on oath says that he or she is the LEGAL CLERK, Legal Notices of the Palm Beach Daily Business Review 1/k/a Palm Beach Review, of Palm Beach County, Florida; that the attached copy of advertisement, being a Legal Advertisement of Notice in the matter of

AVENIR COMMUNITY DEVELOPMENT DISTRICT FISCAL YEAR 2023/2024 REGULAR MEETING SCHEDULE - NOTICE IS HEREBY GIVEN THAT THE BOARD OF SUPERVISORS OF THE Al/lc.NIR COMMUNITY DEVELOPME JT DISTRICT WILL HOLD REGULAR BOARD MEETINGS AT THE OFFICES OF SPECIAL, ETC.

in the XX.XX Court,
was published in a newspaper by print in the issues of Palm Beach Daily Business Review Ilk/a Palm Beach Review on

10/13/2023

Affiant further says that the newspaper complies with all legal requirements for publication in chapter 50, Florida Statutes.

worn

sen e  e ore me thi

13  day of OCTOBER, A.O. 2023

(SEAL)
ANGELINA GARAY personally known to me

-  -
Notary Publlc Slate of Florida I
..	Brenda M srmmons

I

·1D:m.-tt,i.m._n._Ex.p;ir:e.s:1:1 ./2;2.1.2.02:6....-I-

...._	Mycornmi-ssion HH 333528

AVENIA COMMUNITY DEVELOPMENT DISTRICT FISCAL YEAR 2023/2024 REGULAR M ETINQ SCHEDULE
NOTICE IS HEREBY GIVEN that
the Board of Supeivisors of the Avenir Community Development District will hold Regular Board Meetings at the offJCeS of $peclal District Services, Inc., 2501A Burns Road, Palm Beach Gardens, Florida 3341oat 12:30 p.m. on the following dates:
October 26, 2023
November 16, 2023
December 21, 2023
Janua,y 25, 2024
February 22, 2024
March 28, 2024
April 25, 2024
May 23, 2024
June 27, 2024
July 25, 2024
August 22, 2024
September 26, 2024
The purpose of the meetings is to conduct any business coming before the Board. Meetings are open to the public and wlll be conducted In accordance With the provisions of
Ronda law. Copies of the Agendas for
any of the meetings may be obtained from the District's website or by contacting the District Manager at
561-630-4922 and/or loll free at 1.an-
737-4922 prior to the da1e of the particular meeting.
From time to time one or two Supervisors may partlclpate by tele­ phone; therefore, a speaker !elephone wlll be present at the meeting looa­ tion so that Supervisors may be fully infonned of the discussions taklni:i
place. Said meeting(s) may be con­ tinued as found necessary to a time and place speclfied on the record.
It any person decides to appeal any decision made with respect to any matter considered at these meet­ in_gs, such person wilt need a record of the proceedings and such person may need to ensure that a verbatim record of the proceedings Is made at his or her own expense and which record includes the testimony and 11\lidence on which the appeal Is based.
In accordance with the provisions
of the Americans with Disabilities Act, any person requiring special accommodations or an interpreter to participate al any of these meetings should contact the District Manager at 561-630-4922 and/or toll free at 1-8TT-737-4922 at least seven (7) days prior to the date of the particular meeting.
Meetings may be cancelled from time
to time without advertised notice. AVENIA COMMUNITY DEVELOPMENT DISTRICT
www.avenircdd.org
10/13	23-02/0000688548P

Page 1

AVENIR COMMUNITY DEVELOPMENT DISTRICT SPECIAL BOARD MEETING
NOVEMBER 30, 2023

CALL TO ORDER

The November 30, 2023, Special Board Meeting of the Avenir Community Development District (the “District”) was called to order at 12:32 p.m. in the offices of Special District Services, Inc. located at 2501A Burns Road, Palm Beach Gardens, Florida 33410.

PROOF OF PUBLICATION

Proof of publication was presented which indicated that notice of the Special Board Meeting had been published in the Palm Post on November 21, 2023, as legally required.

CONSIDER BOARD RESIGNATION AND APPOINT NEW BOARD MEMBER

A motion was made by Mr. Lopez, seconded by Mr. Horowitz, and unanimously passed accepting Rodolfo Stern’s resignation.

A motion was then made by Ms. Cepero, seconded by Mr. Lopez, and unanimously passed appointing Rosa Schechter to Seat 5.
ADMINISTER OATH OF OFFICE AND REVIEW BOARD MEMBER DUTIES & RESPONSIBILITIES
Mr. Pierman, Notary for the State of Florida, administered the Oath of Office to Ms. Schechter.

ESTABLISH A QUORUM

A quorum was established with the following Supervisors in attendance: Chairperson Virginia Cepero, Vice Chairman Roberto Horowitz and Supervisors Daniel Lopez and Rosa Schechter and it was in order to proceed with the meeting.
Also in attendance were: Jason Pierman of Special District Services, Inc.; District Counsel Michael Pawelczyk of Billing, Cochran, Lyles, Mauro & Ramsey, P.A.; District Engineer Carlos Ballbe of Ballbe & Associates (via phone); Developer Rep Tanya McConnell; and Clubhouse Reps Rick Salvatore and Patrice Chiaramonte.

Also present were Michael McElligott and Stephanie Brown of Special District Services, Inc.

ADDITIONS OR DELETIONS TO THE AGENDA

Mr. Pierman explained that it was now necessary to elect officers. A motion was made by Ms. Cepero, seconded by Mr. Horowitz, and unanimously passed electing the following slate of officers:

CH: Virginia Cepero VC: Roberto Horowitz

Sec/Treas: Jason Pierman Assist. Sec: Daniel Lopez Assist. Sec: Eduardo Stern Assist. Sec: Rosa Schechter

COMMENTS FROM THE PUBLIC FOR ITEMS NOT ON THE AGENDA

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

APPROVAL OF MINUTES
September 28, 2023, Public Hearing & Regular Board Meeting

The minutes of the September 28, 2023, Public Hearing & Regular Board Meeting were presented for consideration.

A motion was made by Ms. Schechter, seconded by Mr. Lopez and passed unanimously approving the minutes of the September 28, 2023, Public Hearing & Regular Board Meeting, as presented.

OLD BUSINESS

There were no Old Business items to come before the Board.
NEW BUSINESS
Consider Resolution No. 2023-15 – Adopting a Fiscal Year 2022/2023 Amended Budget
Resolution No. 2023-15 was presented, entitled:

RESOLUTION NO. 2023-15

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE AVENIR	COMMUNITY	DEVELOPMENT		DISTRICT AUTHORIZING		AND	ADOPTING		AN	AMENDED	FINAL FISCALYEAR	2022/2023		BUDGET	(“AMENDED	BUDGET”), PURSUANT TO CHAPTER 189, FLORIDA STATUTES; AND PROVIDING AN EFFECTIVE DATE.

Mr. McElligott explained that invoices totaling about $95,000 had come in yesterday for the prior fiscal year, so we need to determine their allocation between the clubhouse and the overall District. He also explained that there was an Operations & Maintenance shortfall that Avenir Development had paid as a developer contribution. Following discussion, a motion was made by Ms. Cepero, seconded by Ms. Schechter, and unanimously passed adopting Resolution 2023-15, subject to final staff review.

Consider Agreement for Professional Services Relating to the Avenir N-1 Consideration
Area

Mr. Ballbe explained that a survey was required for the outfall structure in the amount of $5,480. It was noted that revised language needed to be included in the agreement, which Mr. Ballbe said he would include.

A motion was made by Ms. Cepero, seconded by Ms. Schechter, and unanimously passed approving the agreement, subject to the revised language being added.

Consider Proposal to Provide Engineering Design Services for the Stormwater Pump Station

Mr. Ballbe explained that this agreement was for extending rip rap to the outfall structure in the amount of $4,920.

A motion was made by Ms. Schechter, seconded by Ms. Cepero and passed unanimously approving the engineering design services for the stormwater pump station to extend rip rap to the outfall structure in the amount of $4,920.

Consider Covenant to Maintain Coconut Boulevard Entrance Features

Mr. Pawelczyk explained that Palm Beach Gardens was requiring this covenant stating that the District will maintain what it owns and be responsible for maintenance. It also states that the District will relocate the entrance feature, if needed. Ms. Schechter noted that the City was still reviewing the document.

A motion was made by Mr. Lopez, seconded by Ms. Schechter, and unanimously passed approving the covenant, in substantially final form, subject to legal review.

Consider Appraisal Agreement (Pod 16 Lake)
A motion was made by Ms. Schechter, seconded by Ms. Cepero and unanimously approving the appraisal agreement )Pod 16 Lake).
Consider Pod 16 Lake Conveyances – Assessment Area Three Project

Mr. Pawelczyk explained that multiple parcels had been identified and he was working with Ty Bongard to finalize the documents.

A motion was made by Ms. Cepero, seconded by Mr. Lopez, and unanimously passed authorizing the execution of documents related to the Assessment Area Three Project conveyance and accepting the conveyance of lake parcels.
Consider Parcel D Plat
Mr. Ballbe explained that the Pod D plat is for Pod D across from the Town Center.
A motion was made by Ms. Cepero, seconded by Ms. Schechter and passed unanimously approving the Parcel D Plat.

Consider Grant of Easement for Conservation Area

Consider Grant of Easement for Conservation Area (Functional Gain)

Mr. Pawelczyk noted that these were large conservation tracts that Avenir Development was conveying to Palm Beach Gardens, and that the easement gives the District and Avenir Development authority to

perform mitigation needed. He further noted that it was suggested that there be two easements, one for mitigation and one for mitigation credits, which preserve mitigation credits on behalf of the developer.

A motion was made by Ms. Cepero, seconded by Ms. Schechter, and unanimously passed approving both easements in substantially final form.

Consider Pod 20 Tract O-17 Conveyance

Mr. Pawelczyk explained that Tract O-17 was being conveyed to the Association because it was previously mistakenly conveyed to the District. Because the District paid for it with bond proceeds, there will be a credit paid to the District from the Developer.

A motion was made by Ms. Schecher, seconded by Mr. Lopez, and unanimously passed approving the Pod 20 Tract O-17 conveyance, in substantial final form.

Consider Award of Mitigation Services

Mr. Ballbe explained that EW Consulting was the only respondent to the Mitigation RFP and recommended awarding the contract to EW. This is for mitigation of 1,594 acres of preserve area.

A motion was made by Ms. Cepero, seconded by Mr. Lopez, and unanimously passed awarding the mitigation contract to EW Consulting which will commence on December 1st.
Accept and Receive Fiscal Year 2023 Engineer’s Report
A motion was made by Ms. Cepero, seconded by Mr. Horowitz and passed unanimously accepting and receiving the Fiscal Year 2023 Engineer’s Report.

Consider Temporary Construction Easement (PBG)

Mr. Pawelczyk explained that the temporary construction easement was for Tract A, within Plat D, and will allow the District and Avenir Development to complete improvements. He noted that there was an area in the document that Ty Bongard was correcting, and recommended approval, in substantial final form.

A motion was made by Ms. Schechter, seconded by Ms. Cepero, and unanimously passed to approve the Temporary Construction Easement, in substantial final form.
Consider GL Homes Sign Request

Mr. Pierman noted that the City of Palm Beach Gardens was requiring a letter from the District stating that the placement of GL Homes’ sign was permissible. Ms. Schechter added that the sign should state that GL Homes was responsible for obtaining additional approvals.

Consider Revised AWC Proposal (Mission Telemetry System)

Mr. Pierman explained that the original proposal did not include a rain gauge. The new proposals include a revised original proposal and a separate proposal for the rain gauge installation.

A motion was made by Mr. Horowitz, seconded by Mr. Lopez and passed unanimously approving the Revised AWC Proposal for the Mission Telemetry System for the rain gauge installation.

CHANGE ORDERS
Consider Avenir Pump Station – Murray Logan CO #1 - $321,364.63

Mr. Ballbe explained that Murray Logan C.O. #1 was to clean up the contract with Murray Logan. It includes the initial permit payment and fire access to mitigation area requested by the fire department. Mr. Ballbe noted that the District had already paid for the permit, and an additional $30,0000 needed to be paid for the fire access.

Consider Avenir Spine Road Phase 4 – Centerline Change Order #48 - $44,486.19

Mr. Ballbe explained that Centerline Change Order #8 was for additional watermains required by Seacoast, as well as temperature striping.

Consider Avenir Spine Road Phase 4 – SPF Underground Change Order #18-19 -
$90,468.88

Mr. Ballbe explained that SPF Underground Change Order #18-19 was for additional conduit and pressure testing.

Consider Avenir Spine Road 5 – Centerline Change Order #2 - $504.012.32
Mr. Ballbe explained that Centerline Change Order #2 was for the installation of a Seacoast master meter for the Palm Beach County Utility Department, and to run conduit sleeving.
Consider Spine Road Phase 6 – Centerline Change Order #1 - $1,863,526.32

Mr. Ballbe explained that Centerline Change Order No. 1 was for water system plan revisions, roadway work, and conduit sleeving, requested by Seacoast.

Consider Avenir Town Center Bypass Roads – H&J Contracting Change Order No. 2 -
$28,600.00
Mr. Ballbe explained that H&J Contracting Change Order No. 2 was for wayfinding signs requested by the City.
Consider Avenir Phase Two Earthwork – H&J Contracting Change Order # 17 -
$456,195.21

Mr. Ballbe explained that H&J Contracting Change Order No. 17 was for removing piles for filling, earthwork berms, lake bank sod, and lake repairs.

A motion was made by Ms. Cepero, seconded by Mr. Lopez, and unanimously passed approving Charge Order Items 1 through 7, as presented.

AUDITOR SELECTION COMMITTEE

Ranking of Proposals/Consider Selection of an Auditor

Mr. Pierman explained that, at this time, it was in order for the Board to convene as the Auditor Selection Committee to review the results of the auditor selection criteria from the responding firms.

Mr. Pierman explained that one firm, Grau and Associates, had responded, and presented their response. A motion was made by Ms. Schechter, seconded by Mr. Lopez, and unanimously passed ranking Grau and Associates as the top respondent, and to recess the Auditor Selection Committee and resume the Regular Board Meeting:

Sitting as the Board, a motion was made by Mr. Horowitz, seconded by Ms. Schechter, and unanimously passed accepting the recommendation of the Auditor Selection Committee and directing staff to enter into negotiations with Grau and Associates.

CONSENT AGENDA
Consider Ratification of Design Service Work Order for Site Structural Details
Consider Ratification of HSQ Supplemental Agreement 15
Consider Ratification of Art Purchase Authorization
Consider Ratification of CSX Construction Agreement
Consider Ratification of Coconut Boulevard Entry Feature Proposal (Caulfield)
Consider Ratification of N1 Conservation Area Proposal (Caulfield)
A motion was made by Mr. Horowitz, seconded by Ms. Cepero, and unanimously passed ratifying Consent Agenda Items 1 through 6.
CLUBHOUSE
Clubhouse Management Update

Mr. Salvatore presented his report, noting that holiday lights had been installed and that work on access control for the tennis, pickle ball courts and pool was ongoing. It was noted that the fencing will be authorized prior to the next meeting and brought for ratification. Ms. Chiaramonte provided an overview of events that were held, noting that turnout has been fantastic.

Consider Election Day Polling Place Request
Mr. Pierman explained that he had received a request from the Supervisor of Elections’ office asking if the clubhouse might be used as a polling place. Following discussion, the Board agreed that the future fire station, or even Sandhill Crane might be a better venue.
Discussion Regarding Holiday Festivities

Mr. Salvatore explained that he had received a request to hold a Hanukkah event at the clubhouse. He noted that they were holding an inclusive holiday reception and were trying to make everything they did non-specific to any one religion because the District is a government. Following discussion, the Board consensus was that as much as they would love to grant the request, as a government, they cannot sponsor it because they are a government.

ADMINISTRATIVE MATTERS
Discussion Regarding 5K Run Sponsorship Request

Mr. Pierman presented a request for the District to sponsor the 5K Run. Following discussion, the Board consensus was to not sponsor any events.

BOARD MEMBER COMMENTS

Mr. Pierman noted that the December meeting would be cancelled.

ADJOURNMENT

There being no further business to come before the Board, a motion was made by Ms. Cepero, seconded by Mr. Lopez and passed unanimously adjourning the Special Board Meeting at 1:54 p.m.

ATTESTED BY:

Secretary/Assistant Secretary	Chairperson/Vice-Chair

AVENIR COMMUNITY DEVELOPMENT
DISTRICT

FIFTH AMENDMENT TO THE FIFTH SUPPLEMENTAL ENGINEER’S REPORT

ASSESSMENT AREA TWO
Prepared for:
Board of Supervisors
AVENIR Community Development District

Prepared by:

BALLBÉ & ASSOCIATES, INC.
3564 N. Ocean Boulevard Fort Lauderdale, FL 33308 (954) 491-7811
Project Number:
201622
January 12, 2024

TABLE OF CONTENTS

PART I	INTRODUCTION ……………………..………..……………….…..……………	1	
PART II	GENERAL INFORMATION …………….….….……….………………………..	2	
PART V	CONCLUSION …………………………………….…………..…………………	7	

PART I:	INTRODUCTION
This Fifth Amendment to the Fifth Supplemental Engineer’s Report (the “Report”) was prepared by Ballbé & Associates, Inc. (the “District Engineer”) on behalf of the Avenir Community Development District Board of Supervisors (the “Board”), the governing body of the Avenir Community Development District (the “District”) for the purposes of describing the completed and proposed land conveyances between the District and Avenir Development, LLC, as the same pertain to the Assessment Area Two – 2021B Project.

This Report amends the Fifth Supplemental Engineer’s Report dated September 25, 2020, as amended from time to time, to summarize the extent, nature, costs and benefits of said land conveyances for the Assessment Area Two – 2021B Project.
Information provided in this Report was obtained by the District Engineer who has considered and in certain instances relied upon opinions, information and documentation prepared or supplied by others, which include public officials, public entities, representatives of Avenir Development, LLC and related entities (collectively the “Developer”), Special District Services, Inc. (the “District Manager”) and other professionals and contractors.

1

PART II:	GENERAL INFORMATION

Land Acquisition 2021B Bonds (Assessment Area Two – 2021B Project)

The District issued its 2021B Bonds for the Assessment Area Two – 2021B Project to finance land acquisition. The 2021B Bonds were secured by all the assemble lands within Assessment Area Two but excluding Parcels A-12, A-13 and A-14, and excluding the Golf Course Parcel and the Charter School Parcel (herein the “Assessment Area Two – 2021B Project Area”).

Below please find the parcels within the Assessment Area Two – 2021B Project Area and the planned uses (refer to Exhibit A):

Parcel I.D.	Product/Use	No. of Units	
A-10 & A-11	65’ wide residential	155	
	77’ wide residential	107	

A-15 (GL)	50’ wide residential	358	
	62’ wide residential	204	
A-18	80’ wide residential	103	

A-20	55’ wide residential	75	
	65’ wide residential	69	
A-21	50’ wide residential	194	
TOTALS =	1,265 units	

2021 District Land Purchase Description
As part of the Assessment Area Two – 2021B Project, the District acquired at fair market value certain parcels of land from Avenir Development, LLC (herein, the “Developer”) on September 30, 2021 by Special Warranty Deed recorded in O.R. Book 32950, Page 1580, of the Public Records of Palm Beach County, Florida and subsequently amended on April 5, 2022 by Corrective Special Warranty Deed recorded in O.R. Book 33529, Page 971, of the Public Records of Palm Beach

County, Florida (collectively, the “2021 Deeds”), incorporated herein by reference.
The parcels acquired by said 2021 Deeds are as follows:

Parcel I.D.	Description	
Lake 1	Parcel A-15 Lake #1	
Lake 5	Parcel A-15 Lake #5	
Lake 6	Parcel A-15 Lake #6	
Lake 7	Parcel A-15 Lake #7	
Lake 8	Parcel A-15 Lake #8	
Lake 9	Parcel A-15 Lake #9	
Lake 10	Parcel A-15 Lake #10	
Lake 11	Parcel A-15 Lake #11	
Lake 12	Parcel A-15 Lake #12	
Lake 13	Parcel A-15 Lake #13	
Lake 14	Parcel A-15 Lake #14	
Lake 15	Parcel A-15 Lake #15	
Lake 18	Parcel A-18 Lake	
Lake 20	Parcel A-20 Lake	
Lake 21	Parcel A-18 Lake	
Spine Road 4	Spine Road 4 right-of-way (Avenir Drive)	
Spine Road 5	Spine Road 5 right-of-way (Panther National Boulevard)	
Spine Road 6	Spine Road 6 right-of-way (Avenir Drive)	
Parcel A-21 Buffer	Parcel A-21 PCD Buffer	

As part of the Assessment Area Two – 2021B Project, the District paid $25,222,200

for 168.148 acres of lands ($150,000.00 per acre), utilizing proceeds from the Series 2021B Bonds issued by the District.

2023 Developer Land Conveyance to District
Developer conveyed to District additional lands of value at no cost to District (no compensation was paid by the District for such tracts) on August 13, 2023, by Special Warranty Deed recorded in O.R. Book 34504, Page 749, of the Public Records of Palm Beach County, Florida (the “2023 Deed”), incorporated herein by reference. Said lands are described as follows:

Parcel I.D.	Description	Area	
Tract LM2	Avenir Pod 20 Lake Maintenance Tract	0.538 acres	
Tract W2	Avenir Pod 20 Lake	0.647 acres	
TOTAL AREA ACQUIRED BY DISTRICT AT NO COST =	1.185 acres	

2023 District Land Conveyance to Developer
The District intends to return a parcel that was mistakenly conveyed to the District by the Developer pursuant to the 2021 Deeds so that the Developer can convey the parcel to the Avenir - Pod 20 Neighborhood Association, Inc., as intended in the recorded plat for said parcel.

The parcel mistakenly conveyed to the District is described as follows:

Parcel I.D.	Area	
A Portion of Tract O-17 , Avenir – Pod 20, as recorded in Plat Book 135, Page 113, of the
Public Records of Palm Beach County, Florida	0.275 acres	
TOTAL AREA MISTAKENLY ACQUIRED BY DISTRICT IN 2021 =	0.275 acres	

Please refer to attached Exhibits B & C for the above described parcel descriptions. Therefore, the net benefit to the District for the 2021 & 2023 land conveyances is as follows:

Parcel I.D.	Description	Area	
Tract LM2/W2	Area acquired by District at no cost	1.185 acres	
Portion of Tract O-17	Area conveyed by District at no cost	0.275 acres	
TOTAL AREA BENEFIT TO DISTRICT AT NO COST =	0.910 acres	

The value received by the District in connection with the Tract LM2 and W2 conveyance far exceeds the value lost with the Portion of Tract O-17 conveyance (overall the District received an additional 0.910 acres at no cost). Such conveyances benefit the property owners within the Assessment Area Two – 2021B Project and the District ultimately received a surplus of land a no cost.
The District Board of Supervisors, at its meeting of November 30, 2023, acknowledged the mistaken conveyance and authorized the conveyance of the Portion of Tract O-17 back to the Developer.

PART III:	CONCLUSION

Benefits and Costs:
The land acquisition and conveyance described above provides a direct and special benefit to all owners of the properties and residential parcels within Assessment Area Two.

Modifications to the Report:
It may be necessary to make changes and modification to the planned improvements during the planning, permitting and construction stages of the public infrastructure. It is not expected that the changes and modifications will significantly impact the information and conclusions contained in this report.

I hereby certify that the foregoing is a true and correct copy of the Engineer’s Report for the Avenir Community Development District.

Sincerely,

BALLBÉ & ASSOCIATES, INC.

Date:	1/12/2024
Carlos J. Ballbé For the Firm
Registered Engineer No. 41811 State of Florida

PART II - GENERAL INFORMATION	
Exhibit A	Assessment Area Two – 2021B Project Legal Description and Area Plan	

ASSESSMENT AREA TWO – 2021B PROJECT AREA DESCRIPTION

AVENIR PARCELS A-10 & A-11

DESCRIPTION:
A PORTION OF PARCEL A-1, AVENIR, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF PARCEL A-1, AVENIR, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE ALONG THE EAST LINE OF SAID PARCEL A-1, SOUTH 01° 13' 31" WEST FOR A DISTANCE OF 1113.22 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 06° 06' 12", HAVING A RADIUS OF 4040.00 FEET, HAVING AN ARC DISTANCE OF 430.35 FEET, AND WHOSE LONG CHORD BEARS SOUTH 01° 49' 35" EAST FOR A DISTANCE OF 430.15 FEET; THENCE DEPARTING SAID EAST LINE, SOUTH 85° 07' 19" WEST FOR A DISTANCE OF 40.00 FEET TO THE POINT OF BEGINNING; THENCE, SOUTH 85° 07' 19" WEST FOR A DISTANCE OF 30.00 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 85° 45' 48", HAVING A RADIUS OF
231.00 FEET, HAVING AN ARC DISTANCE OF 345.77 FEET, AND WHOSE LONG CHORD BEARS NORTH 47°
45' 35" WEST FOR A DISTANCE OF 314.38 FEET TO THE BEGINNING OF A COMPOUND CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 11° 02' 23", HAVING A RADIUS OF 2206.00 FEET, HAVING AN ARC DISTANCE OF 425.06 FEET, AND WHOSE LONG CHORD BEARS SOUTH 83° 50' 20" WEST FOR A DISTANCE OF 424.40 FEET; THENCE, SOUTH 78° 19' 08" WEST FOR A DISTANCE OF 72.24 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 25° 39' 50", HAVING A RADIUS OF 530.00 FEET, HAVING AN ARC DISTANCE OF 237.40 FEET, AND WHOSE LONG CHORD BEARS NORTH 88° 50' 57" WEST FOR A DISTANCE OF 235.42 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 13° 58' 58", HAVING A RADIUS OF 980.00 FEET, HAVING AN ARC DISTANCE OF
239.17 FEET, AND WHOSE LONG CHORD BEARS NORTH 83° 00' 31" WEST FOR A DISTANCE OF 238.57 FEET; THENCE, NORTH 90° 00' 00" WEST FOR A DISTANCE OF 167.05 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 34° 17' 38", HAVING A RADIUS OF 2835.00 FEET, HAVING AN ARC DISTANCE OF 1696.86 FEET, AND WHOSE LONG CHORD BEARS SOUTH 72° 51' 11" WEST FOR A DISTANCE OF 1671.64 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 25° 43' 59", HAVING A RADIUS OF 1030.00 FEET, HAVING AN ARC DISTANCE OF
462.60 FEET, AND WHOSE LONG CHORD BEARS SOUTH 68° 34' 22" WEST FOR A DISTANCE OF 458.72 FEET; THENCE, SOUTH 08° 33' 38" EAST FOR A DISTANCE OF 10.00 FEET; THENCE, SOUTH 18° 32' 57" WEST FOR A DISTANCE OF 109.27 FEET; THENCE, SOUTH 03° 46' 02" EAST FOR A DISTANCE OF 264.00 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 27° 07' 42", HAVING A RADIUS OF 300.00 FEET, HAVING AN ARC DISTANCE OF 142.04 FEET, AND WHOSE LONG CHORD BEARS SOUTH 09° 47' 49" WEST FOR A DISTANCE OF 140.72 FEET; THENCE, SOUTH 23° 21' 40" WEST FOR A DISTANCE OF 224.96 FEET; THENCE, SOUTH 75° 33' 46" EAST FOR A DISTANCE OF 248.70 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 29° 45' 21", HAVING A RADIUS OF 196.00 FEET, HAVING AN ARC DISTANCE OF 101.79 FEET, AND WHOSE LONG

CHORD BEARS SOUTH 60° 41' 06" EAST FOR A DISTANCE OF 100.65 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 17° 19' 36", HAVING A RADIUS OF 345.58 FEET, HAVING AN ARC DISTANCE OF 104.51 FEET, AND WHOSE LONG CHORD BEARS SOUTH 55° 36' 26" EAST FOR A DISTANCE OF 104.11 FEET; THENCE, SOUTH 61° 15' 56" EAST FOR A DISTANCE OF 320.18 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 30° 11' 52", HAVING A RADIUS OF 285.00 FEET, HAVING AN ARC DISTANCE OF 150.21 FEET, AND WHOSE LONG CHORD BEARS SOUTH 76° 21' 52" EAST FOR A DISTANCE OF 148.48 FEET; THENCE, NORTH 14° 55' 14" EAST FOR A DISTANCE OF 239.41 FEETTO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 10° 14' 51", HAVING A RADIUS OF 1000.00 FEET, HAVING AN ARC DISTANCE OF 178.85 FEET, AND WHOSE LONG CHORD BEARS NORTH 20° 02' 39" EAST FOR A DISTANCE OF 178.61 FEET; THENCE, NORTH 25° 10' 05" EAST FOR A DISTANCE OF 101.37 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 54° 48' 38", HAVING A RADIUS OF 128.00 FEET, HAVING AN ARC DISTANCE OF 122.45 FEET, AND WHOSE LONG CHORD BEARS NORTH 52° 34' 24" EAST FOR A DISTANCE OF 117.83 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 20° 26' 45", HAVING A RADIUS OF 398.96 FEET, HAVING AN ARC DISTANCE OF 142.37 FEET, AND WHOSE LONG CHORD BEARS NORTH 69° 45' 20" EAST FOR A DISTANCE OF 141.61 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 11° 08' 22", HAVING A RADIUS OF 470.57 FEET, HAVING AN ARC DISTANCE OF 91.49 FEET, AND WHOSE LONG CHORD BEARS NORTH 51° 15' 39" EAST FOR A DISTANCE OF 91.34 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 72° 07' 55", HAVING A RADIUS OF 162.71 FEET, HAVING AN ARC DISTANCE OF 204.84 FEET, AND WHOSE LONG CHORD BEARS NORTH 84° 16' 22" EAST FOR A DISTANCE OF 191.58 FEET; THENCE, SOUTH 59° 39' 40" EAST FOR A DISTANCE OF 514.06 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 24° 03' 31", HAVING A RADIUS OF 278.00 FEET, HAVING AN ARC DISTANCE OF 116.73 FEET, AND WHOSE LONG CHORD BEARS SOUTH 47° 37' 55" EAST FOR A DISTANCE OF 115.88 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 31° 46' 47", HAVING A RADIUS OF 724.44 FEET, HAVING AN ARC DISTANCE OF 401.82 FEET, AND WHOSE LONG CHORD BEARS SOUTH 51° 29' 33" EAST FOR A DISTANCE OF 396.69 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 25° 13' 54", HAVING A RADIUS OF 172.00 FEET, HAVING AN ARC DISTANCE OF 75.74 FEET, AND WHOSE LONG CHORD BEARS SOUTH 79° 59' 53" EAST FOR A DISTANCE OF 75.13 FEET; THENCE, NORTH 87° 23' 10" EAST FOR A DISTANCE OF 148.77 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 21° 24' 55", HAVING A RADIUS OF 93.00 FEET, HAVING AN ARC DISTANCE OF 34.76 FEET, AND WHOSE LONG CHORD BEARS NORTH 76° 40' 42" EAST FOR A DISTANCE OF 34.56 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 55° 26' 03", HAVING A RADIUS OF 560.00 FEET, HAVING AN ARC DISTANCE OF 541.80 FEET, AND WHOSE LONG CHORD BEARS SOUTH 86° 18' 44" EAST FOR A DISTANCE OF 520.92 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 52° 35' 35", HAVING A RADIUS OF 211.00 FEET, HAVING AN ARC DISTANCE OF 193.68 FEET, AND WHOSE LONG CHORD BEARS SOUTH 84° 53' 30" EAST FOR A DISTANCE OF 186.95 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 09° 19' 07", HAVING A RADIUS OF 1000.00 FEET, HAVING AN ARC DISTANCE OF 162.64 FEET, AND WHOSE LONG CHORD BEARS NORTH 73° 28' 16" EAST FOR A DISTANCE OF 162.46 FEET; THENCE, NORTH 78° 07' 49" EAST FOR A DISTANCE OF 158.12 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 41° 39' 01", HAVING A RADIUS OF 221.00 FEET, HAVING AN ARC DISTANCE OF 160.65 FEET, AND WHOSE LONG CHORD BEARS NORTH 57° 18' 19" EAST FOR A DISTANCE OF 157.14 FEET TO THE BEGINNING OF A CURVE TO THE

RIGHT THROUGH A CENTRAL ANGLE OF 32° 59' 55", HAVING A RADIUS OF 78.00 FEET, HAVING AN ARC DISTANCE OF 44.92 FEET, AND WHOSE LONG CHORD BEARS NORTH 52° 58' 46" EAST FOR A DISTANCE OF 44.30 FEET; THENCE, NORTH 69° 28' 44" EAST FOR A DISTANCE OF 98.00 FEET; THENCE, NORTH 20° 31' 16" WEST FOR A DISTANCE OF 209.92 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 15° 38' 35", HAVING A RADIUS OF 4080.00 FEET, HAVING AN ARC DISTANCE OF 1113.94 FEET, AND WHOSE LONG CHORD BEARS NORTH 12° 41' 59" WEST FOR A DISTANCE OF 1110.48 FEET TO THE POINT OF BEGINNING.

CONTAINING 108.191 ACRES MORE OR LESS. SUBJECT
TO EASEMENTS, RESERVATIONS, AND/OR RIGHTS-OF-WAY OF RECORD.

AVENIR PARCEL A-15
DESCRIPTION:
A PORTION OF PARCEL A-1, AVENIR, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE WESTERLY MOST NORTHWEST CORNER OF TRACT R1, AVENIR, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, ; THENCE, NORTH 20° 31' 16" WEST FOR A DISTANCE OF 40.00 FEET; THENCE, NORTH 69° 28' 44" EAST FOR A DISTANCE OF 67.00 FEET TO THE POINT OF BEGINNING; THENCE, SOUTH 69° 28' 44" WEST FOR A DISTANCE OF 416.54 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 13° 51' 45", HAVING A RADIUS OF 1580.00 FEET, HAVING AN ARC DISTANCE OF 382.28 FEET, AND WHOSE LONG CHORD BEARS SOUTH 62° 32' 51" WEST FOR A DISTANCE OF 381.35 FEET TO THE BEGINNING OF A NON-TANGENTIAL CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 74° 03' 39", HAVING A RADIUS OF 970.00 FEET, HAVING AN ARC DISTANCE OF 1253.82 FEET, AND WHOSE LONG CHORD BEARS NORTH 87° 21' 12" WEST FOR A DISTANCE OF 1168.34 FEET; THENCE, NORTH 50° 19' 23" WEST FOR A DISTANCE OF 1520.66 FEET; THENCE, NORTH 80° 12' 07" EAST FOR A DISTANCE OF 52.73 FEET TO THE BEGINNING OF A NON-TANGENTIAL CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 36° 42' 51", HAVING A RADIUS OF 50.00 FEET, HAVING AN ARC DISTANCE OF 32.04 FEET, AND WHOSE LONG CHORD BEARS NORTH 21° 16' 57" EAST FOR A DISTANCE OF 31.49 FEET; THENCE, NORTH 39° 38' 23" EAST FOR A DISTANCE OF 428.26 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 39° 38' 23", HAVING A RADIUS OF 72.00 FEET, HAVING AN ARC DISTANCE OF 49.81 FEET, AND WHOSE LONG CHORD BEARS NORTH 19° 49' 11" EAST FOR A DISTANCE OF 48.83 FEET; THENCE, NORTH 00° 00' 00" EAST FOR A DISTANCE OF 213.33 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 53° 17' 06", HAVING A RADIUS OF 72.00 FEET, HAVING AN ARC DISTANCE OF 66.96 FEET, AND WHOSE LONG CHORD BEARS NORTH 26° 38' 33" WEST FOR A DISTANCE OF 64.57 FEET; THENCE, NORTH 53° 17' 06" WEST FOR A DISTANCE OF 189.52 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 16° 41' 04", HAVING A RADIUS OF 438.18 FEET, HAVING AN ARC DISTANCE OF 127.60 FEET, AND WHOSE LONG CHORD BEARS NORTH 42° 35' 46" WEST FOR A DISTANCE OF 127.15 FEET; THENCE, SOUTH 67° 08' 58" WEST FOR A DISTANCE OF 184.11 FEET; THENCE, NORTH 22° 51' 02" WEST FOR A DISTANCE OF 132.79 FEET; THENCE, SOUTH 67° 08' 58" WEST FOR A DISTANCE OF 49.71 FEET; THENCE, NORTH 22° 51' 02" WEST FOR A DISTANCE OF 61.48 FEET TO THE BEGINNING OF A NON-TANGENTIAL CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 07° 52' 58", HAVING A RADIUS OF 1335.00 FEET, HAVING AN ARC DISTANCE OF 183.67 FEET, AND WHOSE LONG CHORD BEARS SOUTH 57° 45' 16" WEST FOR A DISTANCE OF 183.52 FEET TO A POINT OF COMPOUND CURVETURE TO THE LEFT THROUGH A CENTRAL ANGLE OF 12° 00' 01", HAVING A RADIUS OF 555.00 FEET, HAVING AN ARC DISTANCE OF
116.24 FEET, AND WHOSE LONG CHORD BEARS SOUTH 47° 48' 47" WEST FOR A DISTANCE OF 116.03 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 04° 58' 31", HAVING A RADIUS OF 545.00 FEET, HAVING AN ARC DISTANCE OF 47.32 FEET, AND WHOSE LONG CHORD BEARS SOUTH 44° 18' 02" WEST FOR A DISTANCE OF 47.31 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 01° 18' 22", HAVING A RADIUS OF 1325.00 FEET, HAVING AN ARC DISTANCE OF 30.21 FEET, AND WHOSE LONG CHORD BEARS SOUTH 46° 08' 06" WEST FOR A DISTANCE OF 30.21 FEET TO A POINT OF COMPOUND CURVETURE TO THE LEFT THROUGH A CENTRAL

ANGLE OF 33° 44' 38", HAVING A RADIUS OF 52.00 FEET, HAVING AN ARC DISTANCE OF 30.63 FEET, AND WHOSE LONG CHORD BEARS SOUTH 28° 36' 35" WEST FOR A DISTANCE OF 30.18 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 57° 08' 38", HAVING A RADIUS OF 151.16 FEET, HAVING AN ARC DISTANCE OF 150.76 FEET, AND WHOSE LONG CHORD BEARS SOUTH 40° 18' 35" WEST FOR A DISTANCE OF 144.59 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 29° 12' 17", HAVING A RADIUS OF 55.00 FEET, HAVING AN ARC DISTANCE OF 28.03 FEET, AND WHOSE LONG CHORD BEARS SOUTH 54° 16' 46" WEST FOR A DISTANCE OF 27.73 FEET; THENCE, SOUTH 39° 40' 37" WEST FOR A DISTANCE OF 10.85 FEET; THENCE, SOUTH 05°
19' 23" EAST FOR A DISTANCE OF 64.14 FEET; THENCE, NORTH 50° 19' 23" WEST FOR A DISTANCE OF
985.55 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 39° 40' 37", HAVING A RADIUS OF 1080.00 FEET, HAVING AN ARC DISTANCE OF 747.89 FEET, AND WHOSE LONG CHORD BEARS NORTH 70° 09' 41" WEST FOR A DISTANCE OF 733.04 FEET; THENCE, NORTH 90° 00' 00" WEST FOR A DISTANCE OF 202.26 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 59° 03' 01", HAVING A RADIUS OF 100.00 FEET, HAVING AN ARC DISTANCE OF
103.06 FEET, AND WHOSE LONG CHORD BEARS NORTH 60° 28' 30" WEST FOR A DISTANCE OF 98.56 FEET TO THE BEGINNING OF A NON-TANGENTIAL CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 28° 06' 03", HAVING A RADIUS OF 250.00 FEET, HAVING AN ARC DISTANCE OF 122.61 FEET, AND WHOSE LONG CHORD BEARS NORTH 45° 00' 00" WEST FOR A DISTANCE OF 121.39 FEET TO THE BEGINNING OF A NON-TANGENTIAL CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 13° 28' 35", HAVING A RADIUS OF 100.00 FEET, HAVING AN ARC DISTANCE OF 23.52 FEET, AND WHOSE LONG CHORD BEARS NORTH 52° 18' 44" WEST FOR A DISTANCE OF 23.47 FEET; THENCE, NORTH 00° 00' 00" EAST FOR A DISTANCE OF 909.75 FEET; THENCE, NORTH 90° 00' 00" EAST FOR A DISTANCE OF 176.21 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 14° 26' 14", HAVING A RADIUS OF 550.00 FEET, HAVING AN ARC DISTANCE OF 138.59 FEET, AND WHOSE LONG CHORD BEARS SOUTH 82° 46' 53" EAST FOR A DISTANCE OF 138.22 FEET; THENCE, SOUTH 75° 33' 46" EAST FOR A DISTANCE OF
759.26 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 29° 45'
21", HAVING A RADIUS OF 196.00 FEET, HAVING AN ARC DISTANCE OF 101.79 FEET, AND WHOSE LONG CHORD BEARS SOUTH 60° 41' 05" EAST FOR A DISTANCE OF 100.65 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 17° 19' 36", HAVING A RADIUS OF 345.58 FEET, HAVING AN ARC DISTANCE OF 104.51 FEET, AND WHOSE LONG CHORD BEARS SOUTH 55° 36' 26" EAST FOR A DISTANCE OF 104.11 FEET; THENCE, SOUTH 61° 15' 56" EAST FOR A DISTANCE OF 320.18 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 30° 11' 52", HAVING A RADIUS OF 285.00 FEET, HAVING AN ARC DISTANCE OF 150.21 FEET, AND WHOSE LONG CHORD BEARS SOUTH 76° 21' 52" EAST FOR A DISTANCE OF 148.48 FEET; THENCE, NORTH 14° 55' 14" EAST FOR A DISTANCE OF 239.41 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 10° 14' 51", HAVING A RADIUS OF 1000.00 FEET, HAVING AN ARC DISTANCE OF 178.85 FEET, AND WHOSE LONG CHORD BEARS NORTH 20° 02' 39" EAST FOR A DISTANCE OF 178.61 FEET; THENCE, NORTH 25° 10' 05" EAST FOR A DISTANCE OF 101.37 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 54° 48' 38", HAVING A RADIUS OF 128.00 FEET, HAVING AN ARC DISTANCE OF 122.45 FEET, AND WHOSE LONG CHORD BEARS NORTH 52° 34' 24" EAST FOR A DISTANCE OF 117.83 FEET TO THE BEGINNING OF A NON TANGENT CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 20° 26' 45", HAVING A RADIUS OF 398.96 FEET, HAVING AN ARC DISTANCE OF 142.37 FEET, AND WHOSE LONG CHORD BEARS NORTH 69° 45' 20" EAST FOR A DISTANCE OF 141.61 FEET TO A POINT OF COMPOUND CURVETURE TO THE LEFT THROUGH A CENTRAL ANGLE OF 11° 08' 22", HAVING A

RADIUS OF 470.57 FEET, HAVING AN ARC DISTANCE OF 91.49 FEET, AND WHOSE LONG CHORD BEARS NORTH 51° 15' 39" EAST FOR A DISTANCE OF 91.34 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 72° 07' 55", HAVING A RADIUS OF 162.71 FEET, HAVING AN ARC DISTANCE OF 204.84 FEET, AND WHOSE LONG CHORD BEARS NORTH 84° 16' 22" EAST FOR A DISTANCE OF 191.58 FEET; THENCE, SOUTH 59° 39' 40" EAST FOR A DISTANCE OF 514.06 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 24° 03' 31", HAVING A RADIUS OF 278.00 FEET, HAVING AN ARC DISTANCE OF 116.73 FEET, AND WHOSE LONG CHORD BEARS SOUTH 47° 37' 55" EAST FOR A DISTANCE OF 115.88 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 31° 46' 47", HAVING A RADIUS OF 724.44 FEET, HAVING AN ARC DISTANCE OF
401.82 FEET, AND WHOSE LONG CHORD BEARS SOUTH 51° 29' 33" EAST FOR A DISTANCE OF 396.69 FEET TO THE BEGINNING OF A COMPOUND CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 25° 13' 54", HAVING A RADIUS OF 172.00 FEET, HAVING AN ARC DISTANCE OF 75.74 FEET, AND WHOSE LONG CHORD BEARS SOUTH 79° 59' 53" EAST FOR A DISTANCE OF 75.13 FEET; THENCE, NORTH 87° 23' 10" EAST FOR A DISTANCE OF 148.77 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 21° 24' 55", HAVING A RADIUS OF 93.00 FEET, HAVING AN ARC DISTANCE OF 34.76 FEET, AND WHOSE LONG CHORD BEARS NORTH 76° 40' 42" EAST FOR A DISTANCE OF 34.56 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 55° 26' 03", HAVING A RADIUS OF 560.00 FEET, HAVING AN ARC DISTANCE OF 541.80 FEET, AND WHOSE LONG CHORD BEARS SOUTH 86° 18' 44" EAST FOR A DISTANCE OF 520.92 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 52° 35' 35", HAVING A RADIUS OF 211.00 FEET, HAVING AN ARC DISTANCE OF 193.68 FEET, AND WHOSE LONG CHORD BEARS SOUTH 84° 53' 30" EAST FOR A DISTANCE OF 186.95 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 09° 19' 07", HAVING A RADIUS OF 1000.00 FEET, HAVING AN ARC DISTANCE OF 162.64 FEET, AND WHOSE LONG CHORD BEARS NORTH 73° 28' 16" EAST FOR A DISTANCE OF 162.46 FEET; THENCE, NORTH 78° 07' 49" EAST FOR A DISTANCE OF 158.12 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 41° 39' 01", HAVING A RADIUS OF 221.00 FEET, HAVING AN ARC DISTANCE OF
160.65 FEET, AND WHOSE LONG CHORD BEARS NORTH 57° 18' 19" EAST FOR A DISTANCE OF 157.14 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 32° 59' 55", HAVING A RADIUS OF 78.00 FEET, HAVING AN ARC DISTANCE OF 44.92 FEET, AND WHOSE LONG CHORD BEARS NORTH 52° 58' 46" EAST FOR A DISTANCE OF 44.30 FEET; THENCE, NORTH 69° 28' 44" EAST FOR A DISTANCE OF 98.00 FEET; THENCE, SOUTH 20° 31' 16" EAST FOR A DISTANCE OF 2836.06 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 59° 03' 01", HAVING A RADIUS OF 100.00 FEET, HAVING AN ARC DISTANCE OF 103.06 FEET, AND WHOSE LONG CHORD BEARS SOUTH 09° 00' 14" WEST FOR A DISTANCE OF 98.56 FEET TO THE BEGINNING OF A NON-TANGENTIAL CURVE
TO THE LEFT THROUGH A CENTRAL ANGLE OF 28° 06' 02", HAVING A RADIUS OF 250.00 FEET, HAVING AN ARC DISTANCE OF 122.61 FEET, AND WHOSE LONG CHORD BEARS SOUTH 24° 28' 44" WEST FOR A DISTANCE OF 121.39 FEET TO THE BEGINNING OF A NON-TANGENTIAL CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 59° 03' 01", HAVING A RADIUS OF 100.00 FEET, HAVING AN ARC DISTANCE OF
103.06 FEET, AND WHOSE LONG CHORD BEARS SOUTH 39° 57' 13" WEST FOR A DISTANCE OF 98.56 FEET TO THE POINT OF BEGINNING.
CONTAINING 256.719 ACRES MORE OR LESS.
SUBJECT TO EASEMENTS, RESERVATIONS, AND/OR RIGHTS-OF-WAY OF RECORD.

AVENIR PARCEL A-18

DESCRIPTION:
A PORTION OF PARCEL "A-1", AVENIR, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT THE SOUTHEAST CORNER OF CONSERVATION AREA TRACT C-2; THENCE N01°05'27"E, A DISTANCE OF 253.43 FEET; THENCE N49°46'38"E, A DISTANCE OF 18.91 FEET; THENCE N41°34'11"E, A DISTANCE OF 41.36 FEET; THENCE N46°47'03"E, A DISTANCE OF 38.64 FEET; THENCE S86°47'34"E, A DISTANCE OF 53.17 FEET; THENCE S74°45'48"E, A DISTANCE OF 66.39 FEET; THENCE S81°17'03"E, A DISTANCE OF 40.54 FEET; THENCE S83°58'24"E, A DISTANCE OF 62.83 FEET; THENCE N62°26'52"E, A DISTANCE OF 87.02 FEET; THENCE N60°22'01"E, A DISTANCE OF 47.81 FEET; THENCE N66°59'09"E, A DISTANCE OF 60.06 FEET; THENCE N12°18'44"E, A DISTANCE OF 23.25 FEET; THENCE N57°54'21"E, A DISTANCE OF 101.81 FEET; THENCE S82°24'02"E, A DISTANCE OF 25.28 FEET; THENCE N59°36'08"E, A DISTANCE OF 152.81 FEET; THENCE N49°59'25"E, A DISTANCE OF 224.50 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 170.00 FEET; THENCE NORTHERLY, ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 84°22'14", A DISTANCE OF 250.33 FEET TO A POINT OF TANGENCY; THENCE N34°22'49"W, A DISTANCE OF 142.93 FEET; THENCE N83°58'24"W, A DISTANCE OF 48.99 FEET; THENCE N76°25'20"W, A DISTANCE OF 51.80 FEET; THENCE S89°40'05"W, A DISTANCE OF 64.40 FEET; THENCE N72°40'11"W, A DISTANCE OF 28.04 FEET; THENCE N37°07'08"W, A DISTANCE OF 29.06 FEET; THENCE N00°19'55"W, A DISTANCE OF 56.92 FEET; THENCE N21°22'01"W, A DISTANCE OF 54.68 FEET; THENCE N36°44'06"W, A DISTANCE OF 117.60 FEET; THENCE N21°21'55"W, A DISTANCE OF 35.72 FEET; THENCE N12°18'38"E, A DISTANCE OF 75.75 FEET TO THE POINT OF BEGINNING; THENCE S85°50'31"W, A DISTANCE OF 623.65 FEET TO A NON-TANGENT CURVE, CONCAVE TO THE EAST, HAVING A RADIUS OF 213.00 FEET, WHERE A RADIAL LINE BEARS N07°23'50"W; THENCE NORTHERLY, ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 185°20'15" , A DISTANCE OF 689.00 FEET; THENCE N55°37'11"E, A DISTANCE OF 47.11 FEET; THENCE N23°49'55"E, A DISTANCE OF 16.72 FEET; THENCE N46°46'56"E, A DISTANCE OF 44.89 FEET; THENCE N22°09'50"E, A DISTANCE OF 87.82 FEET; THENCE N35°20'16"E, A DISTANCE OF 31.78 FEET; THENCE N47°18'27"E, A DISTANCE OF 86.08 FEET; THENCE N21°51'20"E, A DISTANCE OF 110.85 FEET; THENCE N47°56'51"E, A DISTANCE OF 75.71 FEET; THENCE N41°34'04"E, A DISTANCE OF 55.36 FEET; THENCE S71°03'40"E, A DISTANCE OF 25.85 FEET; THENCE S50°26'21"E, A DISTANCE OF 23.06 FEET; THENCE S42°13'54"E, A DISTANCE OF 85.24 FEET; THENCE S67°39'01"E, A DISTANCE OF 56.72 FEET; THENCE N47°26'59"E, A DISTANCE OF 454.14 FEET; THENCE N04°59'45"W, A DISTANCE OF 83.48 FEET; THENCE N24°29'40"W, A DISTANCE OF 40.70 FEET; THENCE N07°36'52"W, A DISTANCE OF 78.36 FEET; THENCE N06°04'02"E, A DISTANCE OF 54.40 FEET; THENCE N31°13'06"W, A DISTANCE OF 22.66 FEET; THENCE N69°17'14"E, A DISTANCE OF 54.09 FEET; THENCE N60°32'16"E, A DISTANCE OF 35.16 FEET; THENCE N79°08'38"E, A DISTANCE OF 31.23 FEET; THENCE N69°17'09"E, A DISTANCE OF 49.85 FEET; THENCE N89°40'05"E, A DISTANCE OF 16.19 FEET; THENCE S35°16'36"E, A DISTANCE OF 32.28 FEET; THENCE S48°36'41"E, A DISTANCE OF 41.76 FEET; THENCE S48°36'42"E, A DISTANCE OF 45.79 FEET; THENCE S72°40'08"E, A DISTANCE OF 78.45 FEET; THENCE S82°24'06"E, A DISTANCE OF 47.77 FEET; THENCE N89°40'01"E, A

DISTANCE OF 59.51 FEET; THENCE N74°05'48"E, A DISTANCE OF 72.93 FEET; THENCE S56°33'39"E, A DISTANCE OF 53.73 FEET; THENCE S66°18'18"E, A DISTANCE OF 106.80 FEET; THENCE S19°24'36"W, A DISTANCE OF 31.67 FEET; THENCE S42°14'00"E, A DISTANCE OF 37.60 FEET; THENCE S34°16'12"E, A DISTANCE OF 34.65 FEET; THENCE S66°18'21"E, A DISTANCE OF 20.48 FEET; THENCE S89°39'47"E, A DISTANCE OF 229.23 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTH, HAVING A RADIUS OF 570.00 FEET; THENCE EASTERLY, ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 22°33'42", A DISTANCE OF 224.45 FEET; THENCE N41°33'58"E, A DISTANCE OF 83.97 FEET; THENCE N69°17'09"E, A DISTANCE OF 52.49 FEET; THENCE N53°03'02"E, A DISTANCE OF 60.27 FEET; THENCE N41°33'49"E, A DISTANCE OF 71.53 FEET; THENCE N23°49'42"E, A DISTANCE OF 42.42 FEET; THENCE N16°59'06"W, A DISTANCE OF 54.16 FEET; THENCE N21°52'06"W, A DISTANCE OF 61.17 FEET; THENCE N42°14'03"W, A DISTANCE OF 50.48 FEET; THENCE N53°03'01"W, A DISTANCE OF 40.09 FEET; THENCE N16°59'06"W, A DISTANCE OF 8.39 FEET; THENCE N00°20'09"W, A DISTANCE OF 36.35 FEET; THENCE N12°58'04"W, A DISTANCE OF 55.75 FEET; THENCE N34°16'18"W, A DISTANCE OF 17.73 FEET; THENCE N24°29'43"W, A DISTANCE OF 82.05 FEET; THENCE N14°42'44"W, A DISTANCE OF 79.54 FEET TO A NON-TANGENT CURVE, CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 210.00 FEET, WHERE A RADIAL LINE BEARS N20°38'27"E; THENCE NORTHWESTERLY, ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 55°03'23", A DISTANCE OF 201.79 FEET; THENCE N50°26'26"W, A DISTANCE OF 45.67 FEET; THENCE N61°12'17"W, A DISTANCE OF 61.33 FEET; THENCE N74°45'50"W, A DISTANCE OF 46.87 FEET; THENCE N19°24'28"E, A DISTANCE OF 32.26 FEET; THENCE N09°50'26"E, A DISTANCE OF 30.49 FEET; THENCE N20°41'54"E, A DISTANCE OF 44.52 FEET; THENCE N14°02'36"E, A DISTANCE OF 48.69 FEET; THENCE N65°38'14"E, A DISTANCE OF 44.56 FEET; THENCE S81°17'12"E, A DISTANCE OF 73.39 FEET; THENCE N47°56'35"E, A DISTANCE OF 49.67 FEET; THENCE N41°33'53"E, A DISTANCE OF 34.08 FEET; THENCE S79°22'23"E, A DISTANCE OF 22.01 FEET; THENCE S51°18'21"E, A DISTANCE OF 47.88 FEET TO A NON-TANGENT CURVE, CONCAVE TO THE SOUTH, HAVING A RADIUS OF
210.00 FEET, WHERE A RADIAL LINE BEARS S17°20'15"E; THENCE EASTERLY, ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 48°45'21”, A DISTANCE OF 178.70 FEET; THENCE N90°00'00"E , A DISTANCE OF 137.30 FEET; THENCE S00°00'00"E, A DISTANCE OF 597.38 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 920.00 FEET; THENCE SOUTHERLY, ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 33°26'47", A DISTANCE OF 537.05 FEET; THENCE S33°26'47"W, A DISTANCE OF 950.76 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 1080.00 FEET; THENCE SOUTHERLY, ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 10°48'38", A DISTANCE OF 203.78 FEET; THENCE S89°56'00"W, A DISTANCE OF 131.80 FEET; THENCE N69°47'18"W, A DISTANCE OF 221.55 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 200.00 FEET; THENCE SOUTHERLY, ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 93°13'24", A DISTANCE OF 325.41 FEET; THENCE S86°55'35"W, A DISTANCE OF 253.68 FEET TO THE POINT OF BEGINNING.

CONTAINING 49.230 ACRES, MORE OR LESS.

SUBJECT TO EASEMENTS, RESERVATIONS, AND/OR RIGHTS-OF-WAY OF RECORD.

AVENIR PARCEL A-20

DESCRIPTION:

A PORTION OF PARCEL "A-1", AVENIR, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT THE WESTERLY MOST SOUTHWEST CORNER OF TRACT R1, AVENIR, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, ; THENCE, SOUTH 20° 31' 16" EAST FOR A DISTANCE OF 40.00 FEET; THENCE, SOUTH 69° 28' 44" WEST FOR A DISTANCE OF 349.54 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 13° 51' 45", HAVING A RADIUS OF 1420.00 FEET, HAVING AN ARC DISTANCE OF 343.57 FEET, AND WHOSE LONG CHORD BEARS SOUTH 62° 32' 51" WEST FOR A DISTANCE OF 342.73 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 74° 03' 39", HAVING A RADIUS OF 1130.00 FEET, HAVING AN ARC DISTANCE OF 1460.64 FEET, AND WHOSE LONG CHORD BEARS NORTH 87° 21' 12" WEST FOR A DISTANCE OF 1361.06 FEET; THENCE, N50° 19' 23" W FOR A DISTANCE OF 2267.86 FEET; THE POINT OF BEGINNING; THENCE N86°58'49"W, A DISTANCE OF 113.62 FEET; THENCE S65°38'05"W, A DISTANCE OF 26.85 FEET; THENCE N74°45'56"W, A DISTANCE OF 29.21 FEET; THENCE S41°33'40"W, A DISTANCE OF 80.45 FEET; THENCE S41°33'40"W, A DISTANCE OF 18.27 FEET; THENCE S30°32'55"W, A DISTANCE OF 24.15 FEET; THENCE S30°32'46"W, A DISTANCE OF 14.48 FEET; THENCE S60°32'06"W, A DISTANCE OF 11.74 FEET; THENCE S33°36'01"W, A DISTANCE OF 65.85 FEET; THENCE S29°37'07"E, A DISTANCE OF 9.12 FEET; THENCE S23°49'27"W, A DISTANCE OF 43.60 FEET; THENCE S09°50'12"W, A DISTANCE OF 36.07 FEET; THENCE S08°17'42"W, A DISTANCE OF 36.22 FEET; THENCE S00°20'14"E, A DISTANCE OF 35.46 FEET; THENCE S16°18'48"W, A DISTANCE OF 18.97 FEET; THENCE S00°20'12"E, A DISTANCE OF 36.72 FEET; THENCE S12°58'51"E, A DISTANCE OF 24.84 FEET; THENCE S00°20'09"E, A DISTANCE OF 21.46 FEET; THENCE S00°20'14"E, A DISTANCE OF 34.13 FEET; THENCE S09°50'12"W, A DISTANCE OF 33.04 FEET; THENCE S10°30'36"E, A DISTANCE OF 21.28 FEET; THENCE S47°56'27"W, A DISTANCE OF 12.90 FEET; THENCE S89°39'46"W, A DISTANCE OF 3.98 FEET; THENCE N32°59'27"W, A DISTANCE OF 65.08 FEET; THENCE S49°46'13"W, A DISTANCE OF 86.85 FEET; THENCE S41°33'43"W, A DISTANCE OF 20.88 FEET; THENCE S65°38'08"W, A DISTANCE OF 6.22 FEET; THENCE N42°14'11"W, A DISTANCE OF 6.21 FEET; THENCE N42°14'06"W, A DISTANCE OF 70.28 FEET; THENCE S81°43'55"W, A DISTANCE OF 55.48 FEET; THENCE S89°39'46"W, A DISTANCE OF 29.34 FEET; THENCE N83°16'33"W, A DISTANCE OF 40.39 FEET; THENCE N50°26'36"W, A DISTANCE OF 66.63 FEET; THENCE S06°58'04"W, A DISTANCE OF 80.62 FEET; THENCE S79°08'19"W, A DISTANCE OF 38.65 FEET; THENCE S20°41'50"W, A DISTANCE OF 52.17 FEET; THENCE S53°02'56"W, A DISTANCE OF 17.23 FEET; THENCE N61°12'23"W, A DISTANCE OF 27.34 FEET; THENCE N32°59'25"W, A DISTANCE OF 46.11 FEET; THENCE N42°14'06"W, A DISTANCE OF 56.50 FEET; THENCE N67°39'13"W, A DISTANCE OF 47.13 FEET; THENCE N42°14'03"W, A DISTANCE OF 67.49 FEET; THENCE N77°46'12"W, A

DISTANCE OF 22.09 FEET; THENCE N20°04'40"W, A DISTANCE OF 17.74 FEET; THENCE N16°59'06"W, A DISTANCE OF 9.00 FEET; THENCE N23°49'24"E, A DISTANCE OF 22.61 FEET; THENCE N00°20'09"W, A DISTANCE OF 23.28 FEET; THENCE N27°57'31"W, A DISTANCE OF 26.49 FEET; THENCE N35°19'59"W, A DISTANCE OF 40.77 FEET; THENCE N12°18'26"E, A DISTANCE OF 30.83 FEET; THENCE N08°10'03"E, A DISTANCE OF 43.95 FEET; THENCE N20°04'40"W, A DISTANCE OF 49.15 FEET; THENCE N66°18'25"W, A DISTANCE OF 30.88 FEET; THENCE N24°29'47"W, A DISTANCE OF 22.77 FEET; THENCE N50°26'31"W, A DISTANCE OF 25.62 FEET; THENCE N12°58'43"W, A DISTANCE OF 22.88 FEET; THENCE N42°14'06"W, A DISTANCE OF 33.46 FEET; THENCE N53°43'12"W, A DISTANCE OF 26.40 FEET; THENCE N30°04'43"W, A DISTANCE OF 6.77 FEET; THENCE N09°50'18"E, A DISTANCE OF 35.53 FEET; THENCE N21°22'06"W, A DISTANCE OF 62.76 FEET; THENCE N66°18'31"W, A DISTANCE OF 37.97 FEET; THENCE N56°33'44"W, A DISTANCE OF 27.42 FEET; THENCE N42°14'01"W, A DISTANCE OF 41.73 FEET; THENCE N61°12'17"W, A DISTANCE OF 19.13 FEET; THENCE N72°40'18"W, A DISTANCE OF 35.64 FEET; THENCE N42°13'59"W, A DISTANCE OF 25.31 FEET; THENCE N76°25'26"W, A DISTANCE OF 61.14 FEET; THENCE S89°39'46"W, A DISTANCE OF 27.48 FEET; THENCE N77°46'03"W, A DISTANCE OF 21.45 FEET; THENCE N61°12'17"W, A DISTANCE OF 39.42 FEET; THENCE S46°46'40"W, A DISTANCE OF 66.25 FEET; THENCE S35°46'48"W, A DISTANCE OF 42.35 FEET; THENCE S52°16'14"W, A DISTANCE OF 90.40 FEET; THENCE S32°15'59"W, A DISTANCE OF 108.14 FEET; THENCE S19°24'24"W, A DISTANCE OF 39.65 FEET; THENCE S00°20'00"E, A DISTANCE OF 28.58 FEET; THENCE S00°20'12"E, A DISTANCE OF 26.64 FEET; THENCE S16°18'53"W, A DISTANCE OF 42.82 FEET; THENCE S21°22'03"E, A DISTANCE OF 56.12 FEET; THENCE S31°13'10"E, A DISTANCE OF 30.03 FEET; THENCE S61°12'24"E, A DISTANCE OF 32.70 FEET; THENCE S66°18'18"E, A DISTANCE OF 27.39 FEET; THENCE S50°26'32"E, A DISTANCE OF 25.57 FEET; THENCE S53°43'12"E, A DISTANCE OF 38.83 FEET; THENCE S42°14'08"E, A DISTANCE OF 32.59 FEET; THENCE S16°59'06"E, A DISTANCE OF 31.47 FEET; THENCE S12°58'41"E, A DISTANCE OF 23.06 FEET; THENCE S08°50'21"E, A DISTANCE OF 37.14 FEET; THENCE S14°42'49"E, A DISTANCE OF 47.20 FEET; THENCE S24°29'50"E, A DISTANCE OF 34.46 FEET; THENCE S50°26'32"E, A DISTANCE OF 30.93 FEET; THENCE S36°00'18"E, A DISTANCE OF 42.92 FEET; THENCE S74°45'57"E, A DISTANCE OF 52.09 FEET; THENCE S66°18'25"E, A DISTANCE OF 33.23 FEET; THENCE N89°39'51"E, A DISTANCE OF 41.07 FEET; THENCE S79°48'42"E, A DISTANCE OF 22.37 FEET; THENCE S42°14'04"E, A DISTANCE OF 54.64 FEET; THENCE S64°32'36"E, A DISTANCE OF 34.41 FEET; THENCE S50°36'43"E, A DISTANCE OF 55.57 FEET; THENCE S79°48'48"E, A DISTANCE OF 37.19 FEET; THENCE S66°18'25"E, A DISTANCE OF 59.52 FEET; THENCE S79°48'47"E, A DISTANCE OF 42.71 FEET; THENCE S12°58'43"E, A DISTANCE OF 32.30 FEET; THENCE S28°37'53"E, A DISTANCE OF 33.85 FEET; THENCE S10°30'29"E, A DISTANCE OF 31.77 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 210.00 FEET FROM WHICH A RADIAL LINE BEARS SOUTH 14°16'03" WEST; THENCE SOUTHERLY, ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 64°58'03", A DISTANCE OF 238.12 FEET; THENCE N81°43'56"E, A DISTANCE OF 63.19 FEET; THENCE S44°33'39"E, A DISTANCE OF 78.23 FEET; THENCE S78°12'30"W, A DISTANCE OF 46.80 FEET; THENCE S51°08'21"W, A DISTANCE OF 57.71 FEET; THENCE S37°13'32"W, A DISTANCE OF 80.89 FEET; THENCE S23°49'28"W, A DISTANCE OF 62.91 FEET; THENCE S28°56'45"W, A DISTANCE OF 46.52 FEET; THENCE S64°07'55"W, A DISTANCE OF 24.87 FEET; THENCE N74°45'59"W, A DISTANCE OF 15.61 FEET; THENCE N85°47'04"W, A DISTANCE OF 82.93 FEET; THENCE S75°14'24"W, A DISTANCE OF 75.26 FEET; THENCE S83°52'43"W, A DISTANCE OF 54.18 FEET; THENCE N77°46'12"W, A DISTANCE OF 14.55 FEET; THENCE N37°07'13"W, A DISTANCE OF 36.13 FEET; THENCE N37°07'14"W, A DISTANCE OF 48.31 FEET; THENCE N50°26'36"W, A DISTANCE OF 41.94 FEET; THENCE S83°18'17"W, A DISTANCE OF 59.43 FEET; THENCE N69°57'17"W, A DISTANCE OF 29.90 FEET; THENCE N74°45'59"W, A

DISTANCE OF 43.22 FEET; THENCE N61°12'19"W, A DISTANCE OF 46.81 FEET; THENCE N61°12'19"W, A DISTANCE OF 75.67 FEET; THENCE S26°48'29"W, A DISTANCE OF 63.83 FEET; THENCE S69°17'01"W, A DISTANCE OF 41.42 FEET; THENCE S74°05'45"W, A DISTANCE OF 42.43 FEET; THENCE S81°44'00"W, A DISTANCE OF 53.15 FEET; THENCE S35°03'57"W, A DISTANCE OF 244.38 FEET; THENCE N54°56'03"W, A DISTANCE OF 157.77 FEET TO THE BEGINNING OF A non-tangent CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 06° 07' 05", HAVING A RADIUS OF 1080.00 FEET, HAVING AN ARC DISTANCE OF
115.32 FEET, AND WHOSE LONG CHORD BEARS NORTH 03° 03' 33" EAST FOR A DISTANCE OF 115.27 FEET; THENCE N00°00'00"E, A DISTANCE OF 1854.71 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 59° 03' 01", HAVING A RADIUS OF 100.00 FEET, HAVING AN ARC DISTANCE OF 103.06 FEET, AND WHOSE LONG CHORD BEARS NORTH 29° 31' 30" EAST FOR A DISTANCE OF 98.56 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 28° 06' 02", HAVING A RADIUS OF 250.00 FEET, HAVING AN ARC DISTANCE OF 122.61 FEET, AND WHOSE LONG CHORD BEARS NORTH 45° 00' 00" EAST FOR A DISTANCE OF 121.39 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 59° 03' 01", HAVING A RADIUS OF 100.00 FEET, HAVING AN ARC DISTANCE OF 103.06 FEET, AND WHOSE LONG CHORD BEARS NORTH 60° 28' 30" EAST FOR A DISTANCE OF 98.56 FEET; THENCE, N90°00'00"E, A DISTANCE OF 202.26 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 39° 40' 37", HAVING A RADIUS OF 920.00 FEET, HAVING AN ARC DISTANCE OF 637.09 FEET, AND WHOSE LONG CHORD BEARS SOUTH 70° 09' 41" EAST FOR A DISTANCE OF 624.44 FEET; THENCE, S50°19'23"E, A DISTANCE OF 1059.72 FEET TO THE POINT OF BEGINNING.

CONTAINING 51.157 ACRES, MORE OR LESS.

SUBJECT TO EASEMENTS, RESERVATIONS, AND/OR RIGHTS-OF-WAY OF RECORD.

AVENIR PARCEL A-21

DESCRIPTION:
A PORTION OF PARCEL "A-1", AVENIR, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE WESTERLY MOST SOUTHWEST CORNER OF TRACT R1, AVENIR, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, ; THENCE, SOUTH 20° 31' 16" EAST FOR A DISTANCE OF 40.00 FEET; THENCE, SOUTH 69° 28' 44" WEST FOR A DISTANCE OF 349.54 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 13° 51' 45", HAVING A RADIUS OF 1420.00 FEET, HAVING AN ARC DISTANCE OF 343.57 FEET, AND WHOSE LONG CHORD BEARS SOUTH 62° 32' 51" WEST FOR A DISTANCE OF 342.73 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 47° 39' 14", HAVING A RADIUS OF 1130.00 FEET, HAVING AN ARC DISTANCE OF 939.84 FEET, AND WHOSE LONG CHORD BEARS SOUTH 81° 47' 22" WEST FOR A DISTANCE OF 912.98 FEET TO THE POINT OF BEGINNING; THENCE, S01° 06' 43" W FOR A DISTANCE OF 541.71 FEET; THENCE, N88° 34' 05" W FOR A DISTANCE OF 2085.29 FEET; THENCE, N01° 25' 55" E FOR A DISTANCE OF 723.54 FEET; THENCE, N76° 40' 20" W FOR A DISTANCE OF 111.32 FEET; THENCE, N03° 09' 24" W FOR A DISTANCE OF 24.46 FEET THENCE, N00° 20' 14" W FOR A DISTANCE OF 251.80 FEET; THENCE S74°05'31"W, A DISTANCE OF 26.43 FEET; THENCE N42°14'09"W, A DISTANCE OF 78.00 FEET; THENCE N81°17'29"W, A DISTANCE OF 45.97 FEET; THENCE N74°45'59"W, A DISTANCE OF 22.57 FEET; THENCE N78°02'14"W, A DISTANCE OF 76.74 FEET; THENCE N50°26'36"W, A DISTANCE OF 19.12 FEET; THENCE N32°59'31"W, A DISTANCE OF 58.04 FEET; THENCE N82°24'19"W, A DISTANCE OF 31.37 FEET; THENCE N05°21'21"E, A DISTANCE OF 25.76 FEET; THENCE N27°57'29"E, A DISTANCE OF 51.14 FEET; THENCE N81°43'55"E, A DISTANCE OF 56.48 FEET; THENCE N08°50'32"W, A DISTANCE OF 47.98 FEET; THENCE N49°46'13"E, A DISTANCE OF 47.46 FEET; THENCE N27°57'26"E, A DISTANCE OF 27.25 FEET; THENCE N79°08'22"E, A DISTANCE OF 74.89 FEET; THENCE N00°00'00"E, A DISTANCE OF 57.58 FEET; THENCE N53°43'23"W, A DISTANCE OF 20.75 FEET; THENCE N35°19'58"E, A DISTANCE OF 51.45 FEET; THENCE S54°40'02"E, A DISTANCE OF 35.57 FEET; THENCE S61°12'25"E, A DISTANCE OF 49.21 FEET; THENCE N77°05'43"E, A DISTANCE OF 27.85 FEET; THENCE S61°12'28"E, A DISTANCE OF 24.02 FEET; THENCE N80°36'55"E, A DISTANCE OF 45.20 FEET; THENCE N89°39'46"E, A DISTANCE OF 42.87 FEET; THENCE N59°15'57"E, A DISTANCE OF 132.93 FEET; THENCE N30°32'55"E, A DISTANCE OF 48.56 FEET; THENCE N65°37'58"E, A DISTANCE OF 47.47 FEET; THENCE N41°02'22"E, A DISTANCE OF 49.74 FEET; THENCE N41°33'42"E, A DISTANCE OF 46.79 FEET; THENCE N10°30'39"W, A DISTANCE OF 54.18 FEET; THENCE N65°38'02"E, A DISTANCE OF 28.23 FEET; THENCE N06°01'51"W, A DISTANCE OF 179.34 FEET; THENCE S50°19'23"E, A DISTANCE OF 1851.82 FEET TO THE POINT OF BEGINNING.

CONTAINING 61.037 ACRES, MORE OR LESS.

SUBJECT TO EASEMENTS, RESERVATIONS, AND/OR RIGHTS-OF-WAY OF RECORD.

Designed by:	Date:

2737 Northeast 30th Place Fort Lauderdale, Florida 33306

Engineer of Record:

Project Number:

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Date:

Date:

Phone: (954) 491-7811
Authorization No. CA26426

Registered Engineer Number: State of Florida

Date:

Sheet Number:

PART II - GENERAL INFORMATION	
Exhibit B	Tract O-17 Description (Plat)	

8

ballbé & associates, inc.

Page 31

Page 32

3/8/23, 12:00 PM	Landmark Web Official Records Search

Page 33

3/8/23, 12:00 PM	Landmark Web Official Records Search

PART II - GENERAL INFORMATION	
Exhibit C	Portion of Tract O-17 Sketch and Legal Description	

9

ballbé & associates, inc.

DESCRIPTION:
A PORTION OF TRACT 0-17, AVENIR - POD 20, AS RECORDED IN PLAT BOOK 135, PAGE 113 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT THE SOUTHWEST CORNER OF TRACT 0-17, AVENIR - POD 20, AS RECORDED IN PLAT BOOK 135, PAGE
113 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE, NORTH oo·oo'oo" EAST, A DISTANCE OF 130.00 FEET TO THE POINT OF BEGINNING; THENCE, NORTH oo·oo'oo" EAST, A DISTANCE OF 368.38 FEET TO A POINT OF
CURVATURE OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 100.00 FEET,  THENCE NORTHEASTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 59°03'01", A DISTANCE OF 103.06 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET,  THENCE NORTHEASTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°06'02", A DISTANCE OF 122.61 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 100.00 FEET,  THENCE EASTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 59°03'01", A DISTANCE OF 103.06 FEET; THENCE, NORTH 90°00'00" EAST, A DISTANCE OF 202.26 FEET TO A POINT OF CURVATURE OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 920.00 FEET, THENCE EASTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 08°35'40", A DISTANCE OF 138.00 FEET; THENCE, SOUTH 08°35'40" WEST, A DISTANCE OF 12.00 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 08° 35' 40", HAVING A RADIUS OF 908.00 FEET, HAVING AN ARC DISTANCE OF
136.20 FEET, AND WHOSE LONG CHORD BEARS NORTH 85° 42' 10" WEST FOR A DISTANCE OF 136.07 FEET; THENCE, NORTH 90°00'00" WEST, A DISTANCE OF 202.26 FEET TO A POINT OF CURVATURE OF A CURVE TO THE LEFT, HAVING A RADIUS OF 88.00 FEET, THENCE SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 59°03'01'', A DISTANCE OF 90.69 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 262.00 FEET, THENCE SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°06'02", A DISTANCE OF 128.50 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE TO THE LEFT, HAVING A
RADIUS OF 88.00 FEET,  THENCE SOUTHERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 59°03'01'', A DISTANCE OF 90.69 FEET; THENCE, SOUTH oo·oo·oo" EAST, A DISTANCE OF 368.38 FEET; THENCE, NORTH 90·00·00" WEST, A DISTANCE OF 12.00 FEET TO THE POINT OF BEGINNING.

CONTAINING 12,325 SQUARE FEET, 0.283 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESERVATIONS, AND/OR RIGHTS-OF-WAY OF RECORD.

NOTES:
REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH A SURVEYOR'S SEAL.
LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS-OF-WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD.
	BEARINGS SHOWN HEREON ARE RELATIVE TO A PLAT BEARING OF NORTH 90°00'00" EAST ALONG THE NORTH LINE OF TRACT 0-17, AVENIR - POD 20, AS RECORDED IN PLAT BOOK 135 PAGE 113,
OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.
DATA SHOWN HEREON WAS COMPILED FROM INSTRUMENTS OF RECORD AND DOES NOT CONSTITUTE A FIELD SURVEY AS SUCH.
CERTIFICATE:
I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF DESCRIPTION OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS PREPARED UNDER MY DIRECTION ON NOVEMBER 10, 2023. I FURTHER CERTIFY THAT THIS SKETCH OF DESCRIPTION MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS PURSUANT TO FLORIDA STATUTES 472.027.

RONNIE L. FURNISS, PSM PROFESSIONAL SURVEYOR AND MAPPER #6272

CAULFIELD & WHEELER, INC.
CIVIL ENGINEERING LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 33434
PHONE (561)-392-1991 / FAX (561)-750-1452

STATE OF FLORIDA - LB #3591

POD 20
PORTION OF TRACT 0-17 SKETCH OF DESCRIPTION

SHEET 1 OF 5

DA TE	11 / 10/ 2023	
DRAWN BY	RLF	
F.B./ PG.	N/A	
SCALE	AS	SHOWN	
JOBpage 35	7955	

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LEGEND:
LBE - LANDSCAPE BUFFER EASEMENT PB - PLAT BOOK
PG - PAGE
SUAE - SEACOAST UTILITY
AUTHORITY EASEMENT UE - UTILITY EASEMENT

- 	.	
I

I

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POD 20
PORTION OF lRACT 0-17 SKETCH OF DESCRIPTION

CAULFIELD & WHEELER, INC.
CIVIL ENGINEERING LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 33434
PHONE (561)-392-1991 / FAX (561)-750-1452

SHEET 2 OF 5

DA TE	11 / 10/ 2023	
DRAWN BY	RLF	
F.B./ PG.	N/A	
SCALE AS SHOWN	
JOBpage 36	7955	

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SUAE - SEACOAST UTILITY
AUTHORITY EASEMENT UE - UTILITY EASEMENT

POD 20
PORTION OF lRACT 0-17 SKETCH OF DESCRIPTION

CAULFIELD & WHEELER, INC.
CIVIL ENGINEERING LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 33434
PHONE (561)-392-1991 / FAX (561)-750-1452

SHEET 3 OF 5

DA TE	11 / 10/ 2023	
DRAWN BY	RLF	
F.B./ PG.	N/A	
SCALE AS SHOWN	
JOBpage 37	7955	

I	I	II
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LEGEND:
CB -	CHORD BEARING CD -	CHORD DISTANCE
L -  LENGTH
PB - PLAT BOOK PG - PAGE
t::,. -  DELTA (CENTRAL) ANGLE
R - RADIUS
SUAE - SEACOAST UTILITY
AUTHORITY EASEMENT UE - UTILITY EASEMENT

GRAPHIC SCALE
0	20	40

		
( IN FEET )
1 INCH =	40	FT.

CAULFIELD & WHEELER, INC.
CIVIL ENGINEERING LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 33434
PHONE (561)-392-1991 / FAX (561)-750-1452

POD 20
PORTION OF lRACT 0-17 SKETCH OF DESCRIPTION

SHEET 4 OF 5

DA TE	11 / 10/ 2023	
DRAWN BY	RLF	
F.B./ PG.	N/A	
SCALE AS SHOWN	
JOBpage 38	7955	

AVENIR DRIVE
r	TRACT R1
AVENIR -	POD 15

,
0	10' SUAE

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GRAPHIC SCALE
0	20	40

		
( IN FEET )
1 INCH =	40	FT.

LEGEND:
CB -	CHORD BEARING CD -	CHORD DISTANCE
L -  LENGTH
PB - PLAT BOOK PG - PAGE
t::,. - DELTA (CENTRAL) ANGLE
R - RADIUS
SUAE - SEACOAST UTILITY
AUTHORITY EASEMENT UE - UTILITY EASEMENT

POD 20
PORTION OF lRACT 0-17 SKETCH OF DESCRIPTION

CAULFIELD & WHEELER, INC.
CIVIL ENGINEERING LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 33434
PHONE (561)-392-1991 / FAX (561)-750-1452

SHEET 5 OF 5

DA TE	11 / 10/ 2023	
DRAWN BY	RLF	
F.B./ PG.	N/A	
SCALE AS SHOWN	
JOBpage 39	7955	

CHANGE ORDER NO. 4

Date of Issuance:	January 15, 2024	Effective Date:	January 15, 2024

Owner:	Avenir Community		Owner's	N/A	
Development District		Contract No.:	
2501A Burns Road
Palm	Beach	Gardens, 33410	
FL		

Contractor:		J.W. Cheatham, LLC	Contractor's	220010 7396 Westport Place,	 Project No,:
West Palm Beach, FL 33413

Engineer:

Project:

HSQ Group, Inc.
1001 Yamato Road, Suite 105 Boca Raton, FL 33431

Northlake Blvd Phase 2 -
From East of Avenir Dr to West of SR7

Engineer's Project No.:

Contract Name:

180437

Construction Contract (Roadway Improvements)

The Contract is modified as follows upon execution of this Change Order:

Description;

•Northlake Blvd. Ph. 2 PBC ERM Driveway
•Northlake Blvd. Ph. 2 Avenir Dr. SB LT lane 1" milling & paving
•Northlake Blvd. Ph. 2 Material price increase, plan changes,
& additional time extension.

Attachments: *J.W. Cheatham, LLC change order request for PBC ERM Driveway
J.W. Cheatham, LLC change order request for Avenir Dr. SB LT lane 1" milling & paving
J.W. Cheatham, LLC change order request for Material price increase, plan changes, &
additional time extension
CHANGE IN CONTRACT PRICE

Original Contract Price:
$4,173,882.11	CHANGE IN CONTRACT TIMES

Original Contract Times:
Total Contract Days: 450 days
Start Date: 9/12/2022	End Date: 12/6/2023	

(Increase] (QeeFeasej form previously approved Change Orders No._Q_to No. _3_:
$1,178,699.44	
[Increase) IQeereasel form previously approved Change Orders No._Q to No. -1_:
28 Days	

Page 1
Owncr	Contraclo,e

Contract Price prior to this Change Order:
$5,352,581.55

Contract Times prior to this Change Order: Total Contract Days: 478 days
Start Date: 9/12/2022	End Date: 1/3/2024

(Increase] (E>eer=easeJ of this Change Order
$79,735.00

[increase] [QesFeaseJ of this Change Order 195 Days

Contract Price Incorporating this Change Order:
$5,432,316.55

Contract Times with all the approved Change
Orders:  Total Contract Days: 673 days
Start Date: 9/12/2022	End Date: 7/16/2024

RECOMMENDED BY:

·#!l

-:.Jl	B
;0,::

ACCEPTED:

ACCEPTED:

!/

C-O N""'T""RA_C_.T""'O"""R-:...... ..
J.W. Cheatham, LLC

1001 Yamato Road, Suite 105 Boca Raton, FL 33431

Date: I/U,/J,02<./­
r	/	I

Virginia Cepero Chairperson

7396 Westport Place,
West Palm Beach, FL 33413

Date:	'l.:

EJC0C• C-941, Change Order. Prepared and published 2013 by the Engineers Joint Contract Documents Committee.

Page 2

J.W. ATH LLC

Accepted
Alberto T. Zuniga

Road Building &
Earthmoving Contractors

Avenir Community Development District
2501A Burns Road
Palm Beach Gardens, FL 33410 Attn: Tanya McConnell, P.E. Ref:	Northlake Blvd Phase 2

Dear Ms. McConnell:

Pursuant to our letter dated March 9, 2023, we submit the following change order request for material price increases due to utility delays, plan changes and additional time extension request of one hundred ninety five
(195) contract days for the above referenced project.

See Attachment "A" Schedule of Values and Attachment" " Request for Addition.al Contract Days

Qualifications:
Additional cost for bond rider is not included.
Change order does not include FPL fees associated with Northlake Blvd/Avenir Dr intersection, The account is currently under Carr Construction, Change order request for FPL fees cannot be submitted until the account is transferred to owner.
Avenir Dr Signalization changes are based on the following revised sets of plans:
a "Northlake Blvd & Avenir Dr Intersection- Signalization Plans (Above Ground Installation) Phase 1" by HSQ Group dated 3/31/2023. Consisting of 8 pages (T-1 toT-7 & Sheet 1)
b. "Northlake Blvd & Avenir Dr Intersection - Signalization Plans (Underground Installation) Phase 2" by HSQ Group dated 3/31/2023. Consisting of 7 pages (T-1 toT-6 & Including T-3A)
No item included unless specifically stated.

Your timely review and approval is requested. Thank you,
J.W
Eddie Giles Project Manager
7396 Westport Place West Palm Beach, FL 33413 Pboue: (561) 471-4100  Fax: (561) 471-8348
Page 1 of 1

Attachment "A•

.-

:

Item NO.	Item Description	QTY	Unit	Unit Price	Amount

	.-:.:.i ril'. ·:-;:\:2- ;-=N') -, LW• .fi1H$	>•l1 :r--;:: )- :t;i:.;·:.:-5l ;, ·-: cil..i	4•. :-_...,..".<if	,{\. , ,fi}:\·	;:K.f.i1		:J	.;:i	}I -.:, ';(;":;,r.._. t;r	,,:;;·'.:	:.JtfiJ	
-!"¼ t· ,t_-ti\· ; ..i												
	DELETES						
1	Class l Concrete (Gravity Wall)	-94	CY	$	7S0.00	$  (70,500.00)		
2	Pipe Guardrail (Steel) (Index 880)	.759	LF	$	130.00	$  (98,670.00)		
3	Concrete Sidewalk (4" Thick)	-915	SY	s	40.00	$  (36,600.00)		
							
				DELETE Sub Total:	s	(205,770.00)	
							
	MATERIAL INCREASES						
1	Type SP Structural Course (1.5") (Traffic level C)	847	TN	$	20.52	$	17,380.44		
2	Structural Overbuild (SP)	1867	TN	$	22.68	$	42,343.56		
3	Asphaltlc Concrete Friction Course FC-9.	.5 (1.0")	2814	TN	s	37.80	$  106,369.20		
4	Concrete Curb & Gutter Type F	15177	LF	$	3.89	$	59,038.53		
5	Traffic Seperator Concrete - Type IV, Option II, 6' WJde	46	LF	$	11.00	$	506.00		
6	Traffic Seperator Concrete• TVPe IV , Option II, V;,riable Width	44	sv	$	11.00	s	484.00		
7	Concrete Sidewalk (4" Thlckl	S654	sv	$	7.73	$	43,705.42		
8	Color Treated & Stamped Concrete (See SP'sl	321	SY	$	11.00	s	3,531.00		
							
				MATERIAL INCREASE Sub Total:	s	273,358.15	
							
	ADDS						
1	Relocating Utllltles & additional potholing at SEC of lbls Blvd due to mast
arm conflicts	1	LS	s	8,255.00	$	8,255.00		
2	Pipe Handrail, Guardrall (Aluminum)	459	LF	s	108.00	s	49,572.00		
3	Adjust Are Hvdrant {STA 118+95 l T)	1	EA	$	1,475.00	$	1,475.00		
4	Baserock Replacement at MO Relocation Areas	1	LS	$  10 015.00	$	10,015.00		
s	Adlust ll2ht Pole Boxes	1	LS	$	1,730.00	s	1,730.00		
6	Metal Cover for ARV Manhole at STA 128+00 LT	1	LS	s	3,580.00	$	3,S80.00		
							
					ADO Sub Total:	$	74,627.00	

DELETES	.

1	Roadway Repair	(1.00)	LS	$ 14,300.00	$  (14,300.00'		
2	l"Mllllna	(356.00}	SY	s	14.00	$	(4 984.00)		
3	l" SP 9.5 Asphalt	(356.00)	SY	$	28.SS	$  (10,163.80)		
4	Tvpe FCurb	179.00)	LF	s	50.00	$	(3 950.00)		
							
				DELETE Sub Total:	$	(33,397.80)	

ADDS
1	4" Concrete Side.walk	29.00	SY	$	100.00	$	2,900.00		
							
					AOO Sub Total:	s	2,900.00	
•.	'.	.	
,,,.,!.!!',Mlllnlfli	-	

>	•	
?'i a.:.i.:::s,; ?' ...,	
-•= •,h 'j:f,!l,\ t, \.tfr'..._-'};,.,,:;,;J,. ,l>. -1,	
DELms
l	Remove Exist. F.M	(57.00)	lF	$	132.00	s	(7,524.00)		
2	10" CL 350 DIP P401	(61.00	LF	$	462.00	$  (28,182.00)		
3	10" MJ 45 P401	(2.00	EA	$	2,200.00	$	(4 400.00)		
4	10" MJ 22-1/2 P401		2.00	EA	$	2,200.00	$	(4,400.00)		
5	Connect to Existing F.M		2,00)	EA	$	3,520.00	$	(7,040.00)		
6	lO"Unestop		2.00)	EA	$ 15,950.00	$  (31,900.00)		
7	Blow Off Assm.	(1.00)	EA	s	2,530.00	$	(2,530.00)		
							
				DELETE Sub Total:	s	(85,976.00)	
				I		
	-						

0630-2-11-1	CONDUIT, FURNISH & INSTALL, OPEN TRENCH ·1	-80.00	lf	$	2150	$	(1,720.00)		
0630-2-1.1-4	CONDUIT, FURNISH&INSTAU, OPEN TRENCH-4	-245.00	LF	$	3750	$	(9,187.50)		
0630-2·11-5	CONDUIT, FURNISH& INSTAll, OPEN TRENCH -5	·200.00	LF	$	43.00	$	(8,600.00)		
0650-1-13	TRAFFICSIGNAL, F&I, 3 SECT, 1 WAY, ALU	.2.00	EA	s	1610.00	$	(3 220.00)		
0660-2106A	LOOP ASMBlYF&l(TYPE F) 6'X26'	-6.00	AS	$	2,080.00	s (12,480.001		
0660-21068	LOOP ASMBLYF&l(TYPE F) 6'X40'	-6.00	AS	$	2,080.00	$  {12,480.00)		
							
				DELETE Sub Total:	s	(47,687.501	
							
	ADDS						
0630,2-11-2	CONDUIT, FURNISH & INSTALL, OPEN TRENCH -2	20.00	lf	$	27.SO	$	550.00		
0630-2-12·2·1	CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE·1	70.00	LF	s	28.60	$	2,002.00		
0630-2-12-2-2	CONDUIT, FURNISH& INSTAU, DIRECTIONAL BORE ·2 (ITS)	180.00	LF	$	30.80	s	5,544.00		
0630-2-12-2-3	CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE·3	9S.00	lF	$	33;00	$	3,135.00		
0630-2-12+6	CONDUIT, FURNISH & INSTALL DIRECTIONALBORE ·6	150.00	LF	s	48.40	$	7,260.00		
0630-2-12·2-7	CONDUIT, FURNISH & INSTALL, DIRECTIONALBORE -7	200.00	lF	s	5S.OO	$	11,000.00		
0635-2-11	PUll BOX, F&l 13X24 & 17x30Jc12	3.00	EA	$	1,980.00	$	5940.00		
0635-2-12.C	PULLBOX, F&J 30x48x24 (ITS)	1.00	EA	$	8,195.00	$	8,195.00		
0635-2-12-D	PULL BOX. F&J 17x30x24 (ITS)	1.00	EA	$	2,333.00	$	2,333.00		
0650-1-14	TRAFFIC SIGNAL, F&I, 4 SECT, l WAY, FY	2.00	EA	s	2,374.00	$	4,748.00		
0660--21068	LOOP ASMBLYF&IITYPE Fl 6'X46'	12.00	AS	s	2,080.00	$	24 960.00		

					ADO Sub Total:	$	75,667.00	

TOTAL	$	53,720.85

Attachment "B"
Request for Additional Contract Days

Reason	Oates	Days		
Utility Delays:	12/8/2022 to 5/29/2023		172 days	
Rain Days:	9/15/2022		1 days	
	9/27/2022		1 days	
	9/28/2022		1 days	
	9/29/2022		1 days	
	6/15/2023		1 days	
	6/21/2023		1 days	
	6/26/2023		1 days	
	6/29/2023		1 days	
	6/30/2023		1 days	
	10/13/2023		1 days	
	11/15/2023		1 days	
Holidays:	11/24/2022		1 days	
	11/25/2022		1 days	
	7/3/2023		1 days	
	7/4/2023		1 days	
	9/4/2023		1 days	
	11/23/2023		1 days	
	11/24/2023		1 days	
12/25/2023 to 12/29/2023		5 days		

TOTAL DAYS:	195 days

J.W. EATHA LLC

Accepted
Alberto T. Zuniga

Road Building &
Earthmoving Contractors

Avenir Community Development District 2501A Burns Road
Palm Beach Gardens, FL 33410 Attn:	Tanya McConnell, P.E.
Ref:	Northlake Blvd Phase 2
PBC ERM Driveway Accommodation

Dear Ms. McConnell:
[ submit the following change order request for sidewalk modifications and installation of two shell rock driveways to accommodate Palm Beach County ERM at the above referenced project.

DELETE: Concrete Sidewalk (4"Thick)	-35 SY	@	$40.00	/SY	
ADD: Concrete Sidewalk (611Thick)	35 SY	@	$80.00	/SY	
ADD: Shellrock Drlveway (611 Thick Tapered to
Existing	
90 SY	
@	
$20.00	
/SY	

($1,400.00)
$2,800.00

  $1,800.00 
TOTAL:	$3,200.00

Qualifications:
Permits are not included.
Additional cost for bond rider is not included.
Palm Beach County ERM driveways are located at approximately stations 122+30 LT and 145+80 LT.
No item included unless specifically slated.
Bid price is good for 30 days.

Your timely review and approval is requested. Thank you,
.l. a
·ddie Giles	• Project Manager

7396 Westport Place  West P11l111Beach, FL 33413  Phone: (561) 471-•1100  Fax: (561) 471-8348
Page I or I

J.W. EATHA LLC

Accepted:
Alberto T. Zuniga

Road Building &
Earthmoving Contractors

A venir Community Development District 2501A Burns Road
Palm Beach Gardens, FL 33410
Attn:	Tanya McConnell, P.E. Ref:	 Northlake Blvd Phase 2
Avenir Dr SB Left Turn Lane 1" Milling & Paving

Dear Ms. McConnell:
As requesled I submit the following change order request for milling and paving I'' SP-9.5 asphalt on Avenir Dr for the above referenced project.

Mobilization
Mill I" and Pave I" SP-9.S Asphalt (Approx 735 SY) l11ennoplastic Striping

LS @  $2,500.00 /LS LS  @ $17,565.00 /LS r S  @   $2,750.00  /LS

TOTAL:

$2,500.00
$17,565.00
$2,750.00

$22,815.00

Qualifications:
I. Price is based on milling and paving the yellow gor d area only on southbound Avenir Dr left tum lane (see ultached Exhibit A).
Mobilization can be excluded if paving can be completed by 11/14/2023.
No item included unless specifically stated.
Bid price is good for 30 days.
Your timely review and approval is requested. Thank you,
J. am LLC
1::ddieGiles P,-
Project Manager

7396 Westpo1·1 Place West PAim Beach, FL 33-t 13 Phone: (561) 471-4100 Fax: (561) 471-8348
Pngc I of I

Page 48

Universal Engineering Sciences
Florida's Leading Engineering Source

Virginia Cepero
Avenir Community Development District 550 Biltmore Way
Coral Gables, Florida 33134

Proposal for Geotechnical Exploration
Avenir 18 Lake Bank Soil Borings
Northlake Boulevard, Palm Beach Gardens, Florida

Proposal No. 23-0127.00
Opportunity No. 3330.1223.00010

December 5, 2023

December 5, 2023
Virginia Cepero
Avenir Community Development District
550 Biltmore Way Coral Gables, FL 33134

RE:	Proposal for Geotechnical Exploration Avenir 18 Lake Bank Soil Borings
Northlake Boulevard, Palm Beach Gardens, Florida Proposal No. 23-0127.00

Dear Miss Cepero:

Universal Engineering Sciences (UES) appreciates the opportunity to become a part of your project team. Our team of professionals is dedicated to making this project a success, both on schedule and within budget. We are proud of our commitment to maintaining the highest levels of customer service and client satisfaction, and respectfully submit the following for your consideration.

PROJECT INFORMATION
Per our recent telephone discussions and email correspondence with you, UES understands that you are being requested by South Florida Water Management District (SFWMD) to provide geotechnical data informing them that there is a geologic barrier separating groundwater tables between your stormwater pond and nearby wetlands. Carlos Ballbe has provided UES with boring locations, depths and a scope of work for the project. UES has been requested to conduct SPT borings ASAP to provide this requested geotechnical data.
PROPOSED GEOTECHNICAL EXPLORATION

The purpose of our geotechnical exploration is to gather site and subsurface information to evaluate the subsurface conditions at the site for the proposed construction. The following field services are proposed:

Location	Number of Borings	Depth of Borings Below Ground Surface, Feet	
As Requested	6 continuous SPT" Borings	20	
*Standard Penetration Test

UES will locate the borings in the field by estimating distances and offsets from existing site features. GPS coordinates will be recorded at each boring location. If there are underground utilities near the boring locations, we should be notified prior to beginning our field work so that we can take the necessary precautions. UES cannot be held responsible for underground utilities or structures not identified to us.

Laboratory classification and index property tests will be performed as necessary upon selected soil samples obtained from the borings.

607 NW Commodity Cove I Port St. Lucie, FL 349861 ph 772-924-3575 I fax 772-924-3580 TeamUES.com

Page 2 of 9

Avenir 18 Lake Bank Soil Borings Proposal No. 23-0127.00

12/5/2023

A geotechnical engineer, licensed in the State of Florida, will direct the geotechnical exploration and provide an engineering evaluation of the site and subsurface conditions with respect to the planned construction and imposed loading conditions. The results of the exploration and engineering study will be documented in a report containing the following:
A brief discussion of our understanding of the planned construction and loading conditions.
A presentation of the field and laboratory test procedures used and the data obtained.
A discussion of existing on-site conditions and their potential impact on the planned construction.
	A discussion of the subsurface conditions, including boring logs, subsurface profiles, and estimated geotechnical properties (as necessary).
A geotechnical engineering evaluation of the soils onsite, and provide commentary in regards to groundwater table mitigation towards wetlands.

ESTIMATED FEE AND SCHEDULE

Based on the scope of the geotechnical exploration, laboratory testing, engineering services outlined herein, we propose to complete our services for a lump sum fee of $5,000.00. We will contact you immediately if we encounter subsurface conditions which could require the borings to be advanced to deeper depths, additional borings or other field testing, or engineering evaluations and/or studies outside the scope of this proposal. Any additional required services authorized by the client will be provided at our prevailing unit rate and/or lump sum fees.
Based on our current drilling workload, we can initiate the geotechnical exploration one day after receiving a fully executed and signed copy of this proposal. Preliminary verbal results can be provided within 1 to 2 days after completing the field exploration. The final geotechnical report will be submitted within 2 weeks after completing all field and laboratory testing.
Please Note: This estimate is based on the site being accessible to either truck- or track-mounted drilling equipment. If this is not the case, revisions will need to be made to this estimate to accommodate mobile drilling equipment or heavy equipment to access the boring locations.

ADD ALTERNATE #1 - PRIVATE UTILITY LOCATES FOR TEST LOCATIONS

If private utility locates are needed, UES can provide Ground Penetrating Radar (GPR) services to locate utilities within the vicinity of the proposed exploration locations. Our boring locations will be based on the results c:if the GPR and Sunshine One-Call services. If requested, this option can be selection as an add alternate for an additional LUMP SUM price of $1,500.

Avenir 18 Lake Bank Soil Borings Proposal No. 23-0127.00

12/5/2023

CONDITIONS AND QUALIFICATIONS

UES's terms are C.O.D. (credit cards are accepted) unless a credit application has been approved or credit has been previously established. If credit is established, our terms will be net-30 days. All UES services must be paid in full, including final letter, prior to delivery of any Final Letters of Compliance. Reports will be distributed electronically. Hard copies of reports can be provided upon request and will be billed at $75 per physical copy. The pricing contained herein is subject to change if this proposal is not authorized within 90 days from the date of this proposal. If more than 90 days have passed since the date of this proposal, please contact us for an updated proposal.

AUTHORIZATION
All services will be conducted in accordance with this proposal and attached General Conditions. To initiate services, please complete and return the included Proposal Acceptance Agreement form. Note that the General Conditions are part of this agreement. The signed proposal acceptance agreement form must be received by UES via fax or email prior to any work being performed, and an original copy must be received before completed reports can be distributed.

CLOSING

UES appreciates the opportunity to submit this proposal and looks forward to working with you as a member of the project team. Please contact the undersigned at 772.924.3575 if you have any questions or comments.

From our team to yours,

UES
Florida Registry No. 4930

Erik Soderstrom, E.I. Geotechnical Department Manager

Attachments:	UES General Conditions

Description of Services: Project Name:
Project Location: UES Proposal No.: Proposal Date:

Geotechnical Engineering Services Avenir 18 Lake Bank Soil Borings
Northlake Boulevard, Palm Beach Gardens, Florida 23-0127.00
December 5, 2023

APPROVAL & PAYMENT OF CHARGES
X  I I CERTIFY THAT THE CUENT BILLING INFORMATION LISTED ON PAGE 2 OF THIS DOCUMENT IS ACCURATE
CLIENT BILLING INFORMATION: (if different from page 2 of this document)
companyAV'tNi 12.., Com,Mu,.,h ME AS PAGE2 OF THIS DOCUMENTJ)tv't lof(Vl/.,y.\- -p; '---t
Attention;_-=--=---==--.....,....,-------.-----:::,	Title: 	 _
Address: ·€SO  f-3t fiinoyt.J  Wp,.'y_	 v	JTE:,  I J / 0
City, State, Zip: (!...o(A I	Ci ables.	t:: (, 	:3 3 t 3 Lf
Phone: 30	 Lf b f ..- '-t 40	         Fax: 	 _ Email: --J C. @\o NO  s	... ck '\,Ie.lI.) ()'\lr:,)t- c. oro 
Permit No.: (please fill in)	 _
PROPERTY OWNER IDENTIFICATION: (If other than above)
Name:
Address:  sA_M_E_A_S_A_Bo_v_E	 _
Telephone: 	 Fax:	 _
UES terms are C.O.D. unless prior credit history has been established with UES. All UES services must be PAID IN FULL prior to receipt of any Letters, Reports or Results.

	MENT METHOD:

PAYMENT BY CHECK	/

heck payable to Universal Engineering Sciences, LLC / Check Number:	lQBE PROVIDED AS 	_
SOON AS THE WORK

□ Visa	□MasterCard	□ DisclS DON AND WE Credit Card Number		Zip Code		CV\RECEIVE AN
INVOICE FOR THE

□ American Express
:e 	_

Card Holder Name 	 Card Holder Signature -WORK PERFORMED 	
Universal Engineering Sciences (UES) reserves the right to withhold all reports until such time as we receive a signed Proposal Acceptance Agreement or other written authorization referencing this in its entirety. This AGREEMENT, the proposal and general conditions constitute the entire agreement between the client and UES and supersede all prior written or oral understanding. Please note that pricing is valid for a period of ninety (90) days from proposal date.
The below signed, having full legal authority to bind the Client identified in the foregoing Proposal Agreement, has read the foregoing Proposal Agreement and hereby agrees to all of the terms and conditions contained in UES's General Conditions attached hereto which are incorporated herein by reference as a fundamental and material ert of the Proposal Agreement. The Client agrees and understands that UES's General Conditions have been established in a large measure to allo ,ale certain risks between Client and UES. and UES will not initiate services without Client's execution of agreement to the terms of the Proposal  gr ement and the General  ondltlons and other terms and conditions set forth in this Agreement.

AUTHORIZED SIGNATURE:i.,.L:..l..LJ.  :........::=::::  ::::::.		 _ PRINTED NAME & TITLE:    VIR			

SERVICES ACCEPTED: GEO_
Check accepted service line{s}. If none are selected, UES assumes all services have been accepted.)

DATE ACCEPTED:_ 12/6/2023	 (See below for service line acceptance)

607 NW Commodity Cove I Port St. Lucie, FL 34986 I ph 772-924-35751 fax 772-924-3580 TeamUES.com

Page 5 of 9

ADDITIONAL SERVICES OFFERED BY UES

GEOTECHNICAL ENGINEERING

Foundation Design & Analysis SPT, CPT & Auger Drilling Pile Monitoring
Vibration Monitoring Percolation Testing Groundwater Monitoring Wells

INSPECTIONS

Special Inspections Threshold Inspections
Private Provider Plan Review & Inspections Roof Testing & Pull Testing
NPDES Inspections
SWPPP (Storm water pollution prevention plan)
SPCC (Spill prevention, control, and Countermeasure)
Fireproofing Inspections Paint Thickness Inspections

ENVIRONMENTAL SERVICES

Phase 1 & 2 Site Assessments Tank Closures
Soil Management Plans Remedial Action Plans
Site Remediation Oversight Site Assessment Reports
Asbestos, Lead, Radon Testing Mold Testing
Indoor Air Quality

BUILDING ENVELOPE & FACILITIES CONSULTING
Residential/Commercial Waterproofing and Pre Cladding Inspections
Building Envelope Plan Review, Waterproof Inspections & Consulting
ASTM Door & Window Chamber Testing Moisture Intrusion Assessments & Consulting
Infrared Camera Inspections & Moisture Mapping Blower Door and Duct Leakage Testing
Energy Calculations, Duct Layouts &
Mechanical Consulting
Pre & Post Construction Photo Surveys of Existing Conditions - Vibration Monitoring
Property Management Support- Moisture, Indoor Air, Mold, Radon, Lead & Asbestos
Safety Consulting and Inspections Property Condition Assessment (PCA) GPR (ground Penetrating Radar)

CONSTRUCTION MATERIAL TESTING

Concrete Testing Soil Testing
Floor Flatness & Levelness Turbidity Monitoring Asphalt Testing
*CMEC, USAGE, and FOOT Certified

LICENSED & CERTIFIED PROFESSIONALS

Professional Engineers Thermographers Geologists
Buildings Inspectors and Plans Examiners
(Structural & MEP)
Mold, Lead, Radon, Asbestos Technicians Certified Industrial Hygienists

ACI and CTQP Certified Soils & Concrete Lab Technicians ACI and CTQP Certified Soils Technicians
ACI and CTQP Certified Concrete Technicians CTQP Certified Asphalt Technicians
Sealed Wall Cladding Technicians
Blower Door/Duct Leakage Technicians

607 NW Commodity Cove I Port St. Lucie, FL 349861 ph 772-924-35751 fax 772-924-3580 TeamUES.com

Page 6 of 9

Universal Engineering Sciences, LLC GENERAL CONDITIONS

SECTION 1: RESPONSIBILITIES 1.1 Universal Engineering Sciences, LLC, and its subsidiaries and affiliated companies ("UES"), is responsible for providing the services described under the Scope of Services. The term "UES" as used herein includes all of UES's agents, employees, professional staff, and subcontractors. 1.2 The Client or a duly authorized representative is responsible for providing UES with a clear understanding of the project nature and scope. The Client shall supply UES with sufficient and adequate information, including, but not limited to, maps, site plans, reports, surveys, plans and specifications, and designs, to allow UES to properly complete the specified services. The Client shall also communicate changes in the nature and scope of the project as soon as possible during performance of the work so that the changes can be incorporated into the work product. 1.3 The Client acknowledges that UES's responsibilities in providing the services described under the Scope of Services section is limited to those services described therein, and the Client hereby assumes any collateral or affiliated duties necessitated by or for those services. Such duties may include, but are not limited to, reporting requirements imposed by any third party such as federal, state, or local entities, the provision of any required notices to any third party, or the securing of necessary permits or permissions from any third parties required for UES's provision of the services so described, unless otherwise agreed upon by both parties in writing.

SECTION 2: STANDARD OF CARE 2.1 Services performed by UES under this Agreement will be conducted in a manner consistent with the level of care and skill ordinarily exercised by members of UES's profession practicing contemporaneously under similar conditions in the locality of the project No other warranty, express or implied, is made. 2.2 Execution of this document by UES is not a representation that UES has visited the site, become generally familiar with local conditions under which the work is to be performed, or correlated personal observations with the requirements of the Scope of Services II is the Client's responsibility to provide UES with all information necessary for UES to provide the services described under the Scope of Services, and the Client assumes all liability for information not provided to UES that may affect the quality or sufficiency of the services so described.

SECTION 3: SITE ACCESS AND SITE CONDITIONS 3.1 Client will grant or obtain free access to the site for all equipment and personnel necessary for UES to perform the work set forth in this Agreement. The Client will notify any possessors of the project site that Client has granted UES free access to the site. UES will take reasonable precautions to minimize damage to the site, but ii is understood by Client that, in the normal course of work, some damage may occur, and the correction of such damage is not part of this Agreement unless so specified in the Scope of Services. 3.2 The Client is responsible for the accuracy of locations for all subterranean structures and utilities. UES will take reasonable precautions to avoid known subterranean structures, and the Client waives any claim against UES, and agrees to defend, indemnify, and hold UES harmless from any claim or liability for injury or loss, including costs of defense, arising from damage done to subterranean structures and utilities not identified or accurately located. In addition, Client agrees to compensate UES for any lime spent or expenses incurred by UES in defense of any such claim with compensation to be based upon UES's prevailing fee schedule and expense reimbursement policy.

SECTION 4: BILLING AND PAYMENT 4.1 UES will submit invoices to Client monthly or upon completion of services. Invoices will show charges for different personnel and expense classifications. 4.2 Payment is due 30 days after presentation of invoice and is past due 31 days from invoice date. Client agrees to pay a finance charge of one and one-half percent (1 ½ %) per month, or the maximum rate allowed by law, on past due accounts. 4.3 If UES incurs any expenses to collect overdue billings on invoices, the sums paid by UES for reasonable attorneys' fees, court costs, UES's time, UES's expenses, and interest will be due and owing by the Client.

SECTION 5: OWNERSHIP AND USE OF DOCUMENTS 5.1 All reports, boring logs, field data, field notes, laboratory test data, calculations, estimates, and other documents prepared by UES, as instruments of service, shall remain the property of UES. Neither Client nor any other entity shall change or modify UES's instruments of service. 5.2 Client agrees that all reports and other work furnished to the Client or his agents, which are not paid for, will be returned upon demand and will not be used by the Client for any purpose. 5.3 UES will retain all pertinent records relating to the services performed for a period of five years following submission of the report or completion of the Scope of Services, during which period the records will be made available to the Client in a reasonable time and manner. 5.4 All reports, boring logs, field data, field notes, laboratory test data, calculations, estimates, and other documents prepared by UES, are prepared for the sole and exclusive use of Client, and may not be given to any other entity, or used or relied upon by any other entity, without the express written consent of UES. Client is the only entity to which UES owes any duty or duties, in contract or tort, pursuant to or under this Agreement.

SECTION 6': DISCOVERY OF UNANTICIPATED HAZARDOUS MATERIALS 6.1 Client represents that a reasonable effort has been made to inform UES of known or suspected hazardous materials on or near the project site. 6.2 Under this agreement, the term hazardous materials include hazardous materials, hazardous wastes, hazardous substances (40 CFR 261.31, 261.32, 261 33), petroleum products, polychlorinated biphenyls, asbestos, and any other material defined by the U.S. EPA as a hazardous material 6.3 Hazardous materials may exist at a site where there is no reason to believe they are present. The discovery of unanticipated hazardous materials constitutes a changed condition mandating a renegotiation of the scope of work. The discovery of unanticipated hazardous materials may make it necessary for UES to take immediate measures to protect health and safety. Client agrees to compensate UES for any equipment decontamination or other costs incident to the discovery of unanticipated hazardous materials. 6.4 UES will notify Client when unanticipated hazardous materials or suspected hazardous materials are encountered. Client will make any disclosures required by law to the appropriate governing agencies. Client will hold UES harmless for all consequences of disclosures made by UES which are required by governing law. In the event the project site is not owned by Client, Client it is the Client's responsibility to inform the property owner of the discovery of unanticipated hazardous materials or suspected hazardous materials 6.5 Notwithstanding any other provision of the Agreement, Client waives any claim against UES, and to the maximum extent permitted by law, agrees to defend, indemnify, and save UES harmless from any claim, liability, and/or defense costs for injury or loss arising from UES's discovery of unanticipated hazardous materials or suspected hazardous materials including any costs created by delay of the project and any cost associated with possible reduction of the property's value. Client will be responsible for ultimate disposal of any samples secured by UES which are found to be contaminated.

SECTION 7: RISK ALLOCATION 7.1 Client agrees that UES's liability for any damage on account of any breach of contract, error, omission, or professional negligence will be limited to a sum not to exceed $50,000 or UES's fee, whichever is greater. If Client prefers to have higher limits on contractual or professional liability, UES agrees to increase the limits up to a maximum of $1,000,000.00 upon Client's written request at the time of accepting UES's proposal provided that Client agrees to pay an additional consideration of four percent of the total fee, or $400.00, whichever is greater. If Client prefers a
$2,000,000 00 limit on contractual or professional liability, UES agrees to increase the limits up to a maximum of $2,000,000.00 upon Client's written request at the lime of accepting UES's proposal provided that Client agrees to pay an additional consideration of four percent of the total fee, or $800.00, whichever is greater The additional charge for the higher liability limits is because of the greater risk assumed and is not strictly a charge for additional professional liability insurance. 7.2 Client shall not be liable to UES and UES shall not be liable to Client for any incidental, special, or consequential damages (including lost profits, loss of use, and lost savings) incurred by either party due to the fault of the other, regardless of the nature of the fault, or whether ii was committed by Client or UES, their employees, agents, or subcontractors; or whether such liability arises in breach of contract or warranty, tort (including negligence), statutory, or any other cause of action. 7.3 As used in this Agreement, the terms "claim" or "claims" mean any claim in contract, tort, or statute alleging negligence, errors, omissions, strict liability, statutory liability, breach of contract, breach of warranty, negligent misrepresentation, or any other act giving rise to liability.

SECTION 8: INSURANCE 8.1 UES represents it and its agents, staff and consultants employed by UES, is and are protected by worker's compensation insurance and that UES has such coverage under public liability and property damage insurance policies which UES deems to be adequate. Certificates for all such policies of insurance shall be provided to Client upon request in writing. Within the limits and conditions of such insurance, UES agrees to indemnify and

save Client harmless from and against loss, damage, or liability arising from negligent acts by UES, its agents, staff, and consultants employed by it. UES shall not be responsible for any loss, damage or liability beyond the amounts, limits, and conditions of such insurance or the limits described in Section 7, whichever is less. The Client agrees to defend, indemnify, and save UES harmless for loss, damage or liability arising from acts by Client, Client's agents, staff, and others employed by Client. 8.2 Under no circumstances will UES indemnify Client from or for Client's own actions, negligence, or breaches of contract. 8.3 To the extent damages are covered by property insurance, Client and UES waive all rights against each other and against the contractors, consultants, agents, and employees of the other for damages, except such rights as they may have to the proceeds of such insurance.

SECTION 9: DISPUTE RESOLUTION 9.1 All claims, disputes, and other matters in controversy between UES and Client arising out of or in any way related to this Agreement will be submitted to mediation or non-binding arbitration, before and as a condition precedent to other remedies provided by law 9.2 If a dispute arises and that dispute is not resolved by mediation or non-binding arbitration, then: (a) the claim will be brought in the state or federal courts having jurisdiction where the UES office which provided the service is located; and (b) the prevailing party will be entitled to recovery of all reasonable costs incurred, including staff time, court costs, attorneys' fees, expert witness fees, and other claim related expenses.

SECTION. 10: TERMINATION 10.1 This agreement may be terminated by either party upon seven (7) days written notice in the event of substantial failure by the other party to perform in accordance with the terms hereof, or in the case of a force majeure event such as terrorism, act of war, public health or other emergency. Such termination shall not be effective if such substantial failure or force majeure has been remedied before expiration of the period specified in the written notice. In the event of termination, UES shall be paid for services performed to the termination notice date plus reasonable termination expenses.
10.2 In the event of termination, or suspension for more than three (3) months, prior to completion of all reports contemplated by the Agreement, UES may complete such analyses and records as are necessary to complete its files and may also complete a report on the services performed to the date of notice of termination or suspension, The expense of termination or suspension shall include all direct costs of UES in completing such analyses, records, and reports.

SECTION 11: REVIEWS. INSPECTIONS, TESTING, AND OBSERVATIONS 11.1 Plan review, private provider inspections, and building inspections are performed for the purpose of observing compliance with applicable building codes. Threshold inspections are performed for the purpose of observing compliance with an approved threshold inspection plan. Construction materials testing ("CMT") is performed to document compliance of certain materials or components with applicable testing standards. UES's performance of plan reviews, private provider inspections, building inspections, threshold inspections, or CMT, or UES's presence on the site of Client's project while performing any of the foregoing activities, is not a representation or warranty by UES that Client's project is free of errors in either design or construction. 11.2 If UES is retained to provide construction monitoring or observation, UES will report to Client any observed work which, in UES's opinion, does not conform to the plans and specifications provided to UES UES shall have no authority to reject or terminate the work of any agent or contractor of Client. No action, statements, or communications of UES, or UES's site representative, can be construed as modifying any agreement between Client and others. UES's performance of construction monitoring or observation is not a representation or warranty by UES that Client's project is free of errors in either design or construction. 11.3 Neither the activities of UES pursuant to this Agreement, nor the presence of UES or its employees, representatives, or subcontractors on the project site, shall be construed to impose upon UES any responsibility for means or methods of work performance, superintendence, sequencing of construction, or safety conditions at the project site. Client acknowledges that Client or its contractor is solely responsible for project jobsite safety. 11.4 Client is responsible for scheduling all inspections and CMT activities of UES. All testing and inspection services will be performed on a will-call basis. UES will not be responsible for tests and inspections that are not performed due to Client's failure to schedule UES's services on the project, or for any claims or damages arising from tests and inspections that are not scheduled or performed.

SECTION 12: ENVIRONMENTAL ASSESSME.NTS Client acknowledges that an Environmental Site Assessment ("ESA") is conducted solely to permit UES to render a professional opinion about the likelihood or extent of regulated contaminants being present on, in, or beneath the site in question at the time services were conducted. No matter how thorough an ESA study may be, findings derived from the study are limited and UES cannot know or state for a fact that a site is unaffected by reportable quantities of regulated contaminants as a result of conducting the ESA study Even if UES states that reportable quantities of regulated contaminants are not present, Client still bears the risk that such contaminants may be present or may migrate to the site after the ESA study is complete.
SECTION 13: SUBSURFACE EXPLORATIONS 13.1 Client acknowledges that subsurface conditions may vary from those observed at locations where borings, surveys, samples, or other explorations are made, and that site conditions may change with time. Data, interpretations, and recommendations by UES will be based solely on information available to UES at the lime of service. UES is responsible for those data, interpretations, and recommendations, but will not be responsible for other parties' interpretations or use of the information developed or provided by UES. 13.2 Subsurface explorations may result in unavoidable cross-contamination of certain subsurface areas, as when a probe or boring device moves through a contaminated zone and links ii to an aquifer, underground stream, or other hydrous body not previously contaminated. UES is unable to eliminate totally cross-contamination risk despite use of due care. Since subsurface explorations may be an essential element of UES's services indicated herein, Client shall, to the fullest extent permitted by law, waive any claim against UES, and indemnify, defend, and hold UES harmless from any claim or liability for injury or loss arising from cross-contamination allegedly caused by UES's subsurface explorations. In addition, Client agrees to compensate UES for any time spent or expenses incurred by UES in defense of any such claim with compensation to be based upon UES's prevailing fee schedule and expense reimbursement policy

SECTION 14: SOLICITATION OF EMPLOYEES Client agrees not to hire UES's employees except through UES. In the event Client hires a UES employee within one year following any project through which Client had contact with said employee, Client shall pay UES an amount equal to one-half of the employee's annualized salary, as liquidated damages, without UES waiving other remedies it may have.
SECTION 15: ASSIGNS Neither Client nor UES may delegate, assign, sublet, or transfer its duties or interest in this Agreement without the written consent of the other party.

SECTION 16: GOVERNING LAW AND SURVIVAL 16.1 This Agreement shall be governed by and construed in accordance with the laws of the jurisdiction in which the UES office performing the services hereunder is located. 16.2 In any of the provisions of this Agreement are held illegal, invalid, or unenforceable, the enforceability of the remaining provisions will not be impaired and will survive. Limitations of liability and indemnities will survive termination of this agreement for any cause.

SECTION 17: INTEGRATION CLAUSE 17.1 This Agreement represents and contains the entire and only agreement and understanding among the parties with respect to the subject matter of this Agreement, and supersedes any and all prior and contemporaneous oral and written agreements, understandings, representations, inducements, promises, warranties, and conditions among the parties. No agreement, understanding, representation, inducement, promise, warranty, or condition of any kind with respect to the subject matter of this Agreement shall be relied upon by the parties unless expressly incorporated herein.
17.2 This Agreement may not be amended or modified except by an agreement in writing signed by the party against whom the enforcement of any modification or amendment is sought.

SECTION 18: WAIVER OF JURY TRIAL Both Client and UES waive trial by jury in any action arising out of or related to this Agreement

SECTION 19: INDIVIDUAL LIABILTY PURSUANT TO FLORIDA STAT. 558.0035, AN INDIVIDUAL EMPLOYEE OR AGENT OF UES MAY NOT BE HELD INDIVIDUALLY LIABLE FOR NEGLIGENCE.
UES DOCS No. 1823094 Revised 12/04/2020

REPORT DISTRIBUTION INFORMATION REQUEST FORM

Date

12/6/2023

_	UES Project# 	_

Attention	VIRGINIA, CEPERO, A VENIR CDD
Project_AVENIR POD 18

ax#	 --------
Permit# 	 _

The following Names, Addresses and Permit Numbers need to be supplied in order to assist in the distribution of reports for your project. Your cooperation in quickly responding will assure no delay in the completion of your construction operations and the distribution of all your reports.

Note: Reports will be distributed electronically. Hard copies of reports can be provided upon request and will be billed at $75 per physical copy. Hard copies of Blower Door Testing reports will not be distributed unless specifically requested. Afield report will be provided upon completion of the test.

CLIENT INFORMATION
Attention: VIRGINIA, CEPERO, AVENIR CDD
Address: 			 _ City: 	State: 	Zip: 	  Phone#: 			  _ Please Choose From the Following Options
X  ]Electronic Copy (via email)
Email: _vc@landstardevelopment.com

GENERAL CONTRACTOR

Address: 	 _

Attention:-------------- City: 	State: 	Zip: 	  Phone#: 			 _
Please Choose From the Following Options
□Electronic Copy (via email)
Email: 	 _

ARCHITECT OF RECORD
Attention:   _ Address:   _ City-:	'State: 	Zip: 	
Phone#: 	
Please Choose From the Following Options
□Electronic Copy (via email)
Email: 	_

BUILDING DEPARTMENT
Attention: 				 _ Address: 							 City: 		State: 	Zip: 		 Phone#:						
Please Choose From the Following Options
□Electronic Copy (via email)
Email: 	_

ENGINEER OF RECORD
Attention: 			c_A_R_L_o_s_J_._BA_LL_B_E_ Address: 							 City: 		State: 	Zip: 	 Phone#:						 Please Choose From the Following Options
X ]Electronic Copy (via email) Email:	CARLOS@BAENG.US  	_

OTHER
Attention:  				_ Address:   							 City:  	State:  	Zip:  		 Phone#:		 				
Please Choose From the Following Options
□Electronic Copy (via email)
Email: 	_

Please remit completed form to your local Team UES Representative.
©2020 Universal Engineering Sciences, LLC All Rights Reserved. SAL-000028R4

DELRAY BEACH

NAPLES

SARASOTA	CARIBBEAN

ARCHITECTURAL PROFESSIONAL SERVICES AGREEMENT

Date: January 15th, 2024

Between:	Avenir Community Development District	Via E-Mail: jpierman@sdsinc.org	
	Attn: Jason Pierman, District Manager 2501A Burns Road
Palm Beach Gardens, Florida 33410	mmato@waterstonebuilders.com
dlopez@waterstonebuilders.com vc@landstardevelopment.com	

And:	Randall E. Stofft Architects, P.A. | 42 N. Swinton Avenue | Delray Beach, FL 33444
(Hereinafter referred to as ARCHITECT)

Re: Design Panther National Parkway Entry Feature located at the intersection of Northlake Blvd. & Panther National Parkway, Palm Beach Gardens, Florida.

Dear Mr. Pierman,
Thank you for considering Randall Stofft Architects for your project. Please read through this document thoroughly and should you have any queries, please contact us prior to signing.
If you find these conditions acceptable, please sign the fee proposal in the relevant places and at the bottom of each page and return via email, or mail. Receipt thereof will serve as confirmation of our appointment and we will begin your project accordingly.

We look forward to a happy relationship during this exciting project.

Kind regards,

Randall E. Stofft, AIA

Don Durante
Principal Architect	Senior Project Manager

RANDALL STOFFT ARCHITECT AA0003379
ADDRESS 42 N. SWINTON AVE, DELRAY BEACH, FL. PHONE 561 243 0799 WEBSITE WWW.STOFFT.COM
RANDALL E. STOFFT, AIA PR ARCH

Page 58

Panther National Entry Feature
Project Address: Panther National Parkway, Palm Beach Gardens, Florida, 33418 January 15th, 2024
Page 2

SCOPE OF ARCHITECTS BASIC SERVICES
Architect’s Basic Services consist of those described under the phases identified below and any other services identified in this Agreement.

PRELIMINARY PHASE
Architect shall review the requirements of the Client for the Project and based on these requirements, the Architect will prepare a hand rendered preliminary schematic design consisting and a site plan, floor plan, and front elevation.

DESIGN DEVELOPMENT PHASE
Architect shall provide Design Development documents based on the approved Preliminary Design Presentation documents. The Design Development documents shall include computer generated (CAD) site plan*, floor plans, and front elevation.
Design Development includes 2 rounds of revisions to the Design Development documents. Additional changes requested during Design Development Phase and/or after completion of the Design Development Phase will be considered Additional Services and will be billed at the hourly rates listed at the end of this document.
* If applicable, hardscape layout (water features, sidewalks, roadways, etc.…) is conceptual only and to be further developed by other consultants.

SITE PLAN SUBMITTAL PHASE
Architect shall provide approved Design Development documents and Material/Sample Board to Land Planner for Site Plan Submittal Package to City of Palm Beach Gardens and address comments generated by staff.

CONSTRUCTION DOCUMENTS PHASE
Based on the approved Design Development Documents the Architect shall prepare complete Construction Documents necessary to obtain a building permit and construct the project. Said documents and services will include the following:
Site Plan	•  Exterior Details
Floor Plans	•  Typical Construction Details
Exterior Elevations	•  Exterior Specifications
Feature Sections

Panther National Entry Feature
Project Address: Panther National Parkway, Palm Beach Gardens, Florida, 33418 January 15th, 2024
Page 3

PERMIT PROCESSING PHASE
Upon completion of the Construction Documents, Architect shall assist Client in making application for the Building Permit by providing clarification of the plans and or revisions required by government Agencies Having Jurisdiction (AHJ).

CONSTRUCTION PHASE (SITE VISITS & ADMINISTRATIVE) *
The Architect/Project Manager, as an optional additional service, shall visit the Project at appropriate phases of construction to become generally familiar with the progress and quality of the work completed and to determine, in general, if the work is being performed in a manner indicating that the work when completed will be in accordance with the intent of the construction documents. However, the Architect shall not be required to make exhaustive or continuous on-site visits to check the quality or quantity of the Work.

The Architect shall neither have control over or charge of, nor be responsible for, the construction means, methods, techniques, sequences or procedures, or safety precautions and programs in connection with the work as these are solely the Contractor’s rights and responsibilities under the Construction Documents.

The services during this phase shall include providing clarifications to the construction documents (RFI’S) arising out of the normal process of pre-construction, construction and the review of shop drawings, approval of construction draws as required.

*Should you require that we perform Construction Administration, a separate Construction Administration Agreement will be generated according to the terms outlined above.

Panther National Entry Feature
Project Address: Panther National Parkway, Palm Beach Gardens, Florida, 33418 January 15th, 2024
Page 4

ADDITIONAL SERVICES
Services rendered that are not part of those Basic Services described herein shall be provided only after instruction and authorization by Client and shall be paid for by Client in addition to the compensation for Basic Services. Fees for these services, if billed as a reimbursable, will include a 25% coordination fee. Additional services shall include, but not be limited to, providing other services not included as part of Basic Services as follows:
Pool/ Fountain Design & Engineering
Civil Engineering
Coastal Engineering
As-Builts - Renovations that require additional verification will be billed at hourly rate.
* Client will be informed if As-Builts are required.
Professional Architectural 2d / 3d Renderings and Models
Landscape/Irrigation
Audio/ Visual Consultant
Lighting Consultant
Waterproofing Consultant
Site Meetings, Meeting time out of office, Meeting in office after completion of Design Development phase.
Attending Architectural Review Board Meetings, Zoning and City Council Meetings, Public Hearings, Dispute Resolution Proceeding or Legal Proceedings.
Revisions to the Construction Documents due to:
Adjustments to program, budget, or previous approvals/instructions by Client.
Enactment or revisions of codes, laws, or regulations subsequent to the preparation of such documents.
Client’s failure to render decisions in a timely manner.

CLIENT RESPONSIBILITIES
The Client shall provide the Architect with the following information and or services with reference to the requirements of the project when applicable:
Program and schedule with reference to Client’s objective
Constraints and criteria
Space requirements and relationships
Site requirements
Survey (current), recent soil report, and or a Boundary, Tree and Topographical Survey- if deemed necessary by the Architect. Architect shall be entitled to rely upon the accuracy and completeness of any and all documents provided by Client.
Copy of deed restrictions, community/architectural review board rules and regulations.

Panther National Entry Feature
Project Address: Panther National Parkway, Palm Beach Gardens, Florida, 33418 January 15th, 2024
Page 5

REIMBURSABLE EXPENSES
Reimbursable Expenses are in addition to compensation for Scope of Architect’s Basic Services and include expenses incurred by Architect and Architect’s employees and consultants directly related to the Project as identified below.
Reproduction of documents - All reproduction fees can be charged to Clients printing services account if established. If no account is established, prints will be billed to client.
Express postage & delivery charges and courier services incurred by Client or on their behalf- Fed Ex charges will be billed to client. Additional charges will apply for international delivery, Saturday delivery, distances, and weight not consistent with regular fees.

ARCHITECT BASIC SERVICES FEE
Site Plan Submittal Package to the City of Palm Beach Gardens	$10,000.00
(Includes 3D renderings as part of submittal package)

Architectural Design Development & Construction Documents	$6,000.00

*ENGINEERING FEES
Structural Engineering…	$3,000.00
**Does not include Structural Engineer site visits and reimbursables
Electrical & Plumbing.	$3,000.00
**Does not include Electrical & Plumbing Engineer site visits and reimbursables
Structural & MEP Engineering will be billed in FULL at 50% completion of Construction Documents. Architect will not authorize Consultant to commence work until Architect receives payment in full for Consultant’s services.

***Consultants hired by client directly will incur an hourly fee of $300.00 per hour for any coordination done by the project architect. (ie: engineers, interior designers etc.)

Panther National Entry Feature
Project Address: Panther National Parkway, Palm Beach Gardens, Florida, 33418 January 15th, 2024
Page 6

PAYMENT SCHEDULE - Architectural Design & Construction Documents Fee

Project Stage	Architects Fee	
Retainer/Conceptual
An architectural retainer is required for Preliminary Presentations with no obligation to proceed with Design Development. When the project proceeds to Design development,
the retainer will be applied towards the architectural fee.	
$2,000.00	
Design Development: Presentation of site plan and floor plan in CAD **	$1,000.00	
50% Construction Documents: All elevations in CAD	$1,500.00	
Site Plan Submittal Package to Palm Beach Gardens
(Includes 3d Renderings, Site Plan, Floor Plan, Elevations, and Material Board)	$10,000.00	
Engineering will be commenced.
Structural & MEP Engineering (if required) will be billed in full at 50% completion of Construction Documents.
Architect will not authorize Consultant to commence work until Architect receives payment
in full for Consultant’s services.	
$6,000.00
*(see Engineering Fees
above)	
75% Construction Documents	$1,000.00	
Final Construction Documents	$500.00	
Total Architectural & Engineering Fee	$22,000.00	
**Design Development includes 2 rounds of revisions to the Design Development documents. Additional changes requested during Design Development Phase and/or after completion of the Design Development Phase will be considered Additional Services and will be billed at the hourly rates listed at the end of this document.
PAYMENT CONDITIONS
Invoices will be issued after the completion of each stage, payable on presentation of invoice. We allow 14 days in which to settle the outstanding amount from date of invoice.
Should there be a query on a particular invoice please raise this prior to the invoice becoming overdue.
Randall Stofft Architects reserves the right to cease work on a project and/or terminate the contract should there be a delay in payment. Payment for subsequent stages may also be requested in advance. Work on overdue accounts may be suspended without notice at the sole discretion of Randall Stofft Architects.
Randall Stofft Architects shall not be responsible for any delays caused by late payments, nor for any damages arising therefrom.
Interest on overdue accounts shall be charged at prime + 2% from the date payment is due. Should legal action be necessary, all legal costs incurred in recovering debts which include attorney/client and attorney/attorney costs, will be for the client's account.
Invoices will be issued after the completion of each stage.

Panther National Entry Feature
Project Address: Panther National Parkway, Palm Beach Gardens, Florida, 33418 January 15th, 2024
Page 7

We accept cash, check, wire & credit card payments. Credit card payments are accepted however they will incur a 4% courtesy charge. Should you need wire or credit card information please call or email us at accounting@stofft.com

TERMINATION OF AGREEMENT
This agreement may be terminated by either party upon not less than five days written notice (return receipt requested) with or without cause. In the event of termination of the Agreement or suspension of the Project, the Architect shall be compensated for all services performed prior to termination including reimbursable expenses.
The Client shall within five (5) calendar days of termination pay the Architect for all services rendered and all costs incurred, whether invoiced or not, up to the date of termination, plus 7.5% of that figure as an administration fee for works complete at that time.

OWNERSHIP OF DOCUMENTS
Randall Stofft Architects shall be deemed the author of all documents prepared for this Project and shall retain ownership of all original documents as well as all common law, statutory and other reserved rights, including the copyright to same. Copies of the drawings retained by the Client may be utilized only for his use and for occupying the project for which they were prepared and not for the construction of any other projects.
Additional Services and Reimbursable Expenses will be invoiced at intervals commensurate with their occurrence and are due upon receipt.

Payments are due upon receipt and payable within 14 days from date of invoice. Any amount unpaid after 30 days shall bear an interest rate of 2% per month from the date the payment is due. The Client shall pay for all expenses incurred in connection with the collection of overdue amounts including attorney fees and out of pocket expenses. No deduction shall be made from Architect’s compensation on account of penalty, liquidated damages or other sums withheld from payments to Contractors, or on account of cost changes in the Work, other than those for which Architect has been judged liable. Architect shall reserve the right to discontinue services on all past due accounts should Client fail to substantially perform in accordance with the terms of this Agreement.

Panther National Entry Feature
Project Address: Panther National Parkway, Palm Beach Gardens, Florida, 33418 January 15th, 2024
Page 8

Any additional work requested by the Client that alters the scope of work as outlined in this agreement will be considered Additional Services and will be billed at an hourly rate as follows:

Principal	$400.00
Project Architect/Sr. Project Manager	 $300.00 Drafter	$150.00

We look forward to working with you and ask that you please indicate your acceptance of the terms and conditions as outlined above by signing below.

Randall E. Stofft, AIA	Client 		 President		Jason Pierman, District Manager
Avenir Community Development District

Date: 	

This instrument prepared by:
Rosa Eckstein Schechter, Esq. Avenir Development, LLC Suite 1110
550 Biltmore Way
Coral Gables, Florida 33134

Folio Number:	52-41-41-28-01-001-0143

SPACE ABOVE THIS LINE FOR RECORDER'S USE

NOTE TO CLERK: THIS CONVEYANCE IS EXEMPT FROM STATE DOCUMENTARY STAMP TAX BASED ON F.A.C. 12B-4.014(2)(A) IN THAT THERE WAS NO CONSIDERATION FOR THIS CONVEYANCE OF UNENCUMBERED PROPERTY.

QUIT CLAIM DEED

THIS QUIT CLAIM DEED made on January 17, 2024, from AVENIR COMMUNITY
DEVELOPMENT DISTRICT, a local unit of special purpose government established pursuant to Chapter 190, Florida Statutes (“Grantor”), with an address at 2501 Burns Road, Suite A, Palm Beach Gardens, Florida 33410, to AVENIR DEVELOPMENT, LLC, a Florida limited liability company (“Grantee”), with an address at with an address at 550 Biltmore Way, Suite 1110, Coral Gables, Florida 33146
(Whenever 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 entities.)

WITNESSETH:

The Grantor, for and in consideration of the sum of TEN DOLLARS ($10.00) and other good and valuable consideration to said Grantor in hand paid by said Grantee, the receipt and sufficiency whereof is hereby acknowledged, remises, releases and quit claims to Grantee, its successors and assigns forever, that certain real property, situate in Palm Beach County, Florida, more particularly described as follows (the “Property”):

SEE EXHIBIT “A” ATTACHED HERETO.

TO HAVE AND TO HOLD the same together with all and singular the appurtenances thereunto belonging or in anywise appertaining, and all the estate, right, title, interest, lien, equity and claim whatsoever of the Grantor, either in law or equity, to the only proper use, benefit and behalf of the Grantee forever.

[SIGNATURE AND ACKNOWLEDGMENTS APPEARS ON NEXT PAGE]

IN WITNESS WHEREOF, the Grantor has caused this Quit Claim Deed to be executed on the day and year first above written.

WITNESSES:	AVENIR COMMUNITY DEVELOPMENT
DISTRICT, a local unit of special purpose government established pursuant to Chapter 190, Florida Statutes

Print Name:	Milagros De Aguero	By:		
Address:	550 Biltmore Way, #1110	Name:	Virginia Cepero
Coral Gables, FL 33134	Title:	Chairperson

Print Name:	Clara L. Diaz
Address:	550 Biltmore Way, #1110 Coral Gables, FL 33134

STATE OF FLORIDA	:
: ss: COUNTY OF MIAMI-DADE	:

The foregoing instrument was acknowledged before me by means of  physical presence or □ online notarization, this   day of January, 2024, by Virginia Cepero, as Chairperson, on behalf of the District. The above-named individual is  personally known to me or □ has produced 	 as identification
IN WITNESS WHEREOF, I have hereunto set my hand and seal on this the 	 day of January, 2024.

Notary Public
(Notary Seal)	Print Name: 	 State of Florida
My Commission No: 		 My Commission expires: 	

DESCRIPTION:

A PORTION OF TRACT O-17, AVENIR - POD 20, AS RECORDED IN PLAT BOOK 135, PAGE 113 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT THE SOUTHWEST CORNER OF TRACT O-17, AVENIR - POD 20, AS RECORDED IN PLAT BOOK 135, PAGE 113 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE, NORTH 00°00'00" EAST, A DISTANCE OF 130.00 FEET TO THE POINT OF BEGINNING; THENCE, NORTH 00°00'00" EAST, A DISTANCE OF 368.38 FEET TO A POINT OF CURVATURE OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 100.00 FEET, THENCE NORTHEASTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 59°03'01", A DISTANCE OF 103.06 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THENCE NORTHEASTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°06'02", A DISTANCE OF 122.61 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 100.00 FEET, THENCE EASTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 59°03'01", A DISTANCE OF
103.06 FEET; THENCE, NORTH 90°00'00" EAST, A DISTANCE OF 202.26 FEET TO A POINT OF CURVATURE OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 920.00 FEET, THENCE EASTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 08°35'40", A DISTANCE OF 138.00 FEET; THENCE, SOUTH 08°35'40" WEST, A DISTANCE OF 12.00 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 08° 35' 40", HAVING A RADIUS OF 908.00 FEET, HAVING AN ARC DISTANCE OF 136.20 FEET, AND WHOSE LONG CHORD BEARS NORTH 85° 42' 10" WEST FOR A DISTANCE OF 136.07 FEET; THENCE, NORTH 90°00'00" WEST, A DISTANCE OF 202.26 FEET TO A POINT OF CURVATURE OF A CURVE TO THE LEFT, HAVING A RADIUS OF 88.00 FEET, THENCE SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 59°03'01", A DISTANCE OF 90.69 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 262.00 FEET, THENCE SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°06'02", A DISTANCE OF 128.50 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE TO THE LEFT, HAVING A RADIUS OF 88.00 FEET, THENCE SOUTHERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 59°03'01", A DISTANCE OF 90.69 FEET; THENCE, SOUTH 00°00'00" EAST, A DISTANCE OF
368.38 FEET; THENCE, NORTH 90°00'00" WEST, A DISTANCE OF 12.00 FEET TO THE POINT OF BEGINNING.

CONTAINING 12,325 SQUARE FEET, 0.283 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESERVATIONS, AND/OR RIGHTS-OF-WAY OF RECORD.

DESCRIPTION:
A PORTION OF TRACT 0-17, AVENIR - POD 20, AS RECORDED IN PLAT BOOK 135, PAGE 113 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT THE SOUTHWEST CORNER OF TRACT 0-17, AVENIR - POD 20, AS RECORDED IN PLAT BOOK 135, PAGE
113 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE, NORTH oo·oo'oo" EAST, A DISTANCE OF 130.00 FEET TO THE POINT OF BEGINNING; THENCE, NORTH oo·oo'oo" EAST, A DISTANCE OF 368.38 FEET TO A POINT OF
CURVATURE OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 100.00 FEET,  THENCE NORTHEASTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 59°03'01", A DISTANCE OF 103.06 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET,  THENCE NORTHEASTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°06'02", A DISTANCE OF 122.61 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 100.00 FEET,  THENCE EASTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 59°03'01", A DISTANCE OF 103.06 FEET; THENCE, NORTH 90°00'00" EAST, A DISTANCE OF 202.26 FEET TO A POINT OF CURVATURE OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 920.00 FEET, THENCE EASTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 08°35'40", A DISTANCE OF 138.00 FEET; THENCE, SOUTH 08°35'40" WEST, A DISTANCE OF 12.00 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 08° 35' 40", HAVING A RADIUS OF 908.00 FEET, HAVING AN ARC DISTANCE OF
136.20 FEET, AND WHOSE LONG CHORD BEARS NORTH 85° 42' 10" WEST FOR A DISTANCE OF 136.07 FEET; THENCE, NORTH 90°00'00" WEST, A DISTANCE OF 202.26 FEET TO A POINT OF CURVATURE OF A CURVE TO THE LEFT, HAVING A RADIUS OF 88.00 FEET, THENCE SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 59°03'01'', A DISTANCE OF 90.69 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 262.00 FEET, THENCE SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°06'02", A DISTANCE OF 128.50 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE TO THE LEFT, HAVING A
RADIUS OF 88.00 FEET,  THENCE SOUTHERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 59°03'01'', A DISTANCE OF 90.69 FEET; THENCE, SOUTH oo·oo·oo" EAST, A DISTANCE OF 368.38 FEET; THENCE, NORTH 90·00·00" WEST, A DISTANCE OF 12.00 FEET TO THE POINT OF BEGINNING.

CONTAINING 12,325 SQUARE FEET, 0.283 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESERVATIONS, AND/OR RIGHTS-OF-WAY OF RECORD.

NOTES:
REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH A SURVEYOR'S SEAL.
LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS-OF-WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD.
	BEARINGS SHOWN HEREON ARE RELATIVE TO A PLAT BEARING OF NORTH 90°00'00" EAST ALONG THE NORTH LINE OF TRACT 0-17, AVENIR - POD 20, AS RECORDED IN PLAT BOOK 135 PAGE 113,
OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.
DATA SHOWN HEREON WAS COMPILED FROM INSTRUMENTS OF RECORD AND DOES NOT CONSTITUTE A FIELD SURVEY AS SUCH.
CERTIFICATE:
I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF DESCRIPTION OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS PREPARED UNDER MY DIRECTION ON NOVEMBER 10, 2023. I FURTHER CERTIFY THAT THIS SKETCH OF DESCRIPTION MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS PURSUANT TO FLORIDA STATUTES 472.027.

RONNIE L. FURNISS, PSM PROFESSIONAL SURVEYOR AND MAPPER #6272

CAULFIELD & WHEELER, INC.
CIVIL ENGINEERING LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 33434
PHONE (561)-392-1991 / FAX (561)-750-1452

STATE OF FLORIDA - LB #3591

POD 20
PORTION OF TRACT 0-17 SKETCH OF DESCRIPTION

SHEET 1 OF 5

DA TE	11 / 10/ 2023	
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JOBpage 69	7955	

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I	0
(.)
I
I

40'

0

t­

w
m
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LC)	<(
.....	78
I
0
t­
o
<(
e:::
t-
15'
_  _J

LEGEND:
LBE - LANDSCAPE BUFFER EASEMENT PB - PLAT BOOK
PG - PAGE
SUAE - SEACOAST UTILITY
AUTHORITY EASEMENT UE - UTILITY EASEMENT

- 	.	
I

I

\

POD 20
PORTION OF lRACT 0-17 SKETCH OF DESCRIPTION

CAULFIELD & WHEELER, INC.
CIVIL ENGINEERING LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 33434
PHONE (561)-392-1991 / FAX (561)-750-1452

SHEET 2 OF 5

DA TE	11 / 10/ 2023	
DRAWN BY	RLF	
F.B./ PG.	N/A	
SCALE AS SHOWN	
JOBpage 70	7955	

.
/
/

I

I	R=100.00'  I	I	/
I	t.=59.03'01"	I	I

I

I	L=103.06' /	)	I
I	I	I
I	I	I

S-E-E .SH-E-ET-4
\

\

I

I	I	I '
I	I	I	I
I	I	I
I	I	I

I

I	T	(	I
I	I

28' -

R=BB.00' t.=s9·03'01" L=90.69'

R=262.00'
t.=2a·os'o2" L=128.50'

t
Q
0::

w
....J
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0
CD "'"""
0::
....J
<(	.....
zo
0  <(

I	I w
I	I::::,
0- I	Io
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I	loo
+- -
I	I <D
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6"'"""
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TRACT W1
WATER MANAGEMENT TRACT

z
0
:u
:i!

GRAPHIC SCALE

i= g:

+- - Lb- -b- -

0	20	40

<(
z
0w::

I	IP

low  10

f")O	P
I	lo

g:p
0
0o

( IN FEET )

+-- -_g	-

z

1	I
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LEGEND:

1 INCH =	40	FT.

.

j	I ::::,
I WCD	j S	wm
lo::  I	_J
I r-	I

"'"""
....J
r-
0

CB -	CHORD BEARING CD -	CHORD DISTANCE
L -  LENGTH
PB - PLAT BOOK PG - PAGE

o<C	1
1	I

g<C:

1::,. - DELTA (CENTRAL) ANGLE R - RADIUS

j  0::
J  r-	j
I	I
J	I	I
SEE SHEET 2

SUAE - SEACOAST UTILITY
AUTHORITY EASEMENT UE - UTILITY EASEMENT

POD 20
PORTION OF lRACT 0-17 SKETCH OF DESCRIPTION

CAULFIELD & WHEELER, INC.
CIVIL ENGINEERING LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 33434
PHONE (561)-392-1991 / FAX (561)-750-1452

SHEET 3 OF 5

DA TE	11 / 10/ 2023	
DRAWN BY	RLF	
F.B./ PG.	N/A	
SCALE AS SHOWN	
JOBpage 71	7955	

I	I	II
--------- -+I- I	I
i	7

1	I
I	I
I	I	R=100.00'

I

I	I	A=59.03'01"

10' SUAE

r

(ORB 31072, PG 294)

1

1

TRACT R1 AVENIR -	POD 15 (PB  134,  PG 179)

L	TRACT RBEB	11{)
(PB 134, PG 179)
LLJ
I ::C
--1(/)
TRACT 0-17	I

.00'
·03'01"
.69'
TRACT W1

TRACT LM1

-
SEE SHEET 3

WATER MANAGEMENT TRACT
R=262.00'
A=2a·os'o2" L=128.50'

I
I
I
  _J

LEGEND:
CB -	CHORD BEARING CD -	CHORD DISTANCE
L -  LENGTH
PB - PLAT BOOK PG - PAGE
t::,. -  DELTA (CENTRAL) ANGLE
R - RADIUS
SUAE - SEACOAST UTILITY
AUTHORITY EASEMENT UE - UTILITY EASEMENT

GRAPHIC SCALE
0	20	40

		
( IN FEET )
1 INCH =	40	FT.

CAULFIELD & WHEELER, INC.
CIVIL ENGINEERING LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 33434
PHONE (561)-392-1991 / FAX (561)-750-1452

POD 20
PORTION OF lRACT 0-17 SKETCH OF DESCRIPTION

SHEET 4 OF 5

DA TE	11 / 10/ 2023	
DRAWN BY	RLF	
F.B./ PG.	N/A	
SCALE AS SHOWN	
JOBpage 72	7955	

AVENIR DRIVE
r	TRACT R1
AVENIR -	POD 15

,
0	10' SUAE

-	-	--

--

R=920.00'

(PB 134, PG 179)

-s;j-

(ORB 31072,

lli=B.35'40"

I

"I:!- t-
1--
LaJ

2r26'

:::c

LaJ	TRACT 0-17	I
en

LaJ

N9o·oo'oo"w	202126'

N

eLanJ	CX)	r

DE I

TRACT LM1	20'

TRACT W1
WATER MANAGEMENT TRA

GRAPHIC SCALE
0	20	40

		
( IN FEET )
1 INCH =	40	FT.

LEGEND:
CB -	CHORD BEARING CD -	CHORD DISTANCE
L -  LENGTH
PB - PLAT BOOK PG - PAGE
t::,. - DELTA (CENTRAL) ANGLE
R - RADIUS
SUAE - SEACOAST UTILITY
AUTHORITY EASEMENT UE - UTILITY EASEMENT

POD 20
PORTION OF lRACT 0-17 SKETCH OF DESCRIPTION

CAULFIELD & WHEELER, INC.
CIVIL ENGINEERING LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 33434
PHONE (561)-392-1991 / FAX (561)-750-1452

SHEET 5 OF 5

DA TE	11 / 10/ 2023	
DRAWN BY	RLF	
F.B./ PG.	N/A	
SCALE AS SHOWN	
JOBpage 73	7955	

CLUBHOUSE MANAGEMENT UPDATE

TO BE DISTRIBUTED UNDER SEPARATE COVER

Page 74