AVENIR COMMUNITY DEVELOPMENT
DISTRICT

CITY OF PALM BEACH GARDENS REGULAR BOARD MEETING
MAY 23, 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 May 23, 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
April 10, 2024, Regular Board Meeting
Old Business
New Business
Consider Resolution 2024-08 – Approving the Process for Requesting Temporary Access over District Property for Landowner Improvements
Consider Landscape Maintenance Contract Award (Common Area and Clubhouse)
Consider Resolution 2024-09 – Adopting a Fiscal Year 2024/2025 Proposed Budget
Consider Northlake Blvd Parkway Buffer (Town Center) Landscape And Irrigation Contract Award
Change Orders
Consider Approval of Northlake Boulevard Phase 1 – J.W. Cheatham, LLC CO 5 ($328,898.00)
Consider Approval of Northlake Boulevard Phase 2 – J.W. Cheatham, LLC CO 7 ($1,344,517.09)
Consider Approval of Spine Road Phase 4 CO No. 10 - 1 Pod 21 Phase 1 - Master Lift Station #11
Consider Approval of Spine Road Phase 4 CO No. 10 - Master Lift Station #11
Consent Agenda
Consider Ratification of Ballbe Proposal for Control Structure and Outfall Canal
Consider Ratification of Caulfied Wheeler Agreement (Coconut Ext SUA & SFWM)
Consider Ratification of Caulfied Wheeler Agreement (Divosta Final Closing-Lake Interconnect Dedication)
Consider Ratification of Caulfied Wheeler Agreement (Town Center Utility Easement)
Consider Ratification of FPL Underground Agreement
Consider Ratification of HSQ Supplemental Agreement 16
Consider Ratification of HSQ Supplemental Agreement 17
Consider Ratification of Natural Gas Agreement (Avenir E Entrance)
Consider Ratification of Natural Gas Agreement (Avenir W Entrance)
Clubhouse
Clubhouse Management Update
Administrative Matters
Announce Qualifying Period
Board Member Comments
Adjourn

PALM BEACH

STATE OF FLORIDA COUNTY 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 f/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 AVl:NIR COMMUNITY DEVELOPMENT DISTRICT WILL HOLD REGULAR BOARD MEETINGS AT THE OFFICES OF SPECIAL, ETC.

in the XXXX Court,
was published in a newspaper by print in the issues of Palm Beach Daily Business Review f/k/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.

A	Brenda M srmmons

Notary Public Slate of Florida

1

' autummm	Expires 11/2212026

d!ll!!I!,.	My commission  HH 333528

1

AVENIA COMMUNITY DEVELOPMENT DISTRICT FISCAL YEAR 2023/2024 REGULAR MEmNG SCHEDULE
NOTICE IS HEREBY GIV.EN that
the Board of Superviso!s of the Avenir Community Development District will hold Regular Board Meetings at j the offtCeS of SpeclaJ District Services, Inc., 2501A Bums Road, Palm Beach ' Gardens, Florida 33410 at 12:30 p.m. on 1he following dates:
October 26, 2023
November 16, 2023
December 21, 2023
January 25, 2024
February 22, 2024
March 28, 2024 April25,2024 May 23, 2024
June27, 2024
July 25, 2024
August 22, 2024
September 26, 2024
The purpose of ltie meetings is to conduct any bustness coming before the Board. Meetings are open to the public and will be conducted In

(SEAL)
ANGELINA GARAY personally known to me

accordance With the provisions of Florida law. Coples 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 toll free at 1-Bn- 737-4922 prior to the date of the particular meeting.
From time to time one or two Supervisors may participate by tele­ phone; therefore, a speaker telephone will be present at the meeting looa­ tion so that Supervisors may be fully informed of the discussions takjl"IQ
place. Said meeting(s) may be con­ tinued as iound necessary to a time and place specified on the record.
It any person decides to appeal any decision made with respect to any matter considered at these meet­ ings, such person will need a record of the proceedings and such person may need to ensure that a verbatim record of the proceedings Is made at his or her own expense and which record includes the testimony and evidence on which theappeal Is based.

I

In accordance with the provisions ' of the Americans with Disabilities Act, any person requiring special
accommodations or an interpreter to participate at any of these meetings should contact the District Manager
at 561-630-4922 and/or toll free at 1-STT-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.

I

AVENIA COMMUNITY DEVELOPMENT DISTRICT
www.avenircdd.org
10/13	23-02/0000688548P

AVENIR COMMUNITY DEVELOPMENT DISTRICT PUBLIC HEARING & REGULAR BOARD MEETING APRIL 10, 2024

CALL TO ORDER

The April 10, 2024, Regular Board Meeting of the Avenir Community Development District (the “District”) was called to order at 12:30 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 Regular Board Meeting had been published in the Palm Beach Post on March 29, 2024, as legally required.

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 (via phone) 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. (via phone); District Engineer Carlos Ballbe of Ballbe & Associates (via phone); Developer Rep. Tanya McConnell; and Clubhouse Reps Rick Salvatore and Patrice Chiaramonte.

Also present were Andrew Karmeris of Special District Services, Inc.; Craig Kaye of Regions Bank (via phone); and Steve Sanford of Greenberg Traurig (via phone).

ADDITIONS OR DELETIONS TO THE AGENDA
There were no additions or deletions to the agenda.
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
February 29, 2024, Special Board Meeting

The minutes of the February 29, 2024, Special Board Meeting were presented for consideration.

A motion was made by Ms. Cepero, seconded by Mr. Lopez and passed unanimously approving the minutes of the February 29, 2024, Special Board Meeting, as presented.

Mr. Pierman then recessed the Regular Board Meeting and opened the Public Hearing on the A Bonds.

PUBLIC HEARING (A BONDS)

Proof of Publication

Proof of publication was presented which indicated that notice of the Public Hearing had been published in the Palm Beach Post on March 20, 2024, and March 27, 2024, as legally required.

Receive Public Comment Regarding the Intent to Levy Special Assessments

There was no public comment regarding the Intent to Levy Special Assessments.

Consider Project and Levying of Non-Ad Valorem Special Assessments Based on Comments from the Public

Mr. Ballbe provided an overview of the project, noting that the A-18 project area consisted of single- family, 80-foot lots, water and sewer, drainage, an entry feature, landscaping and irrigation. He further noted that there would be both taxable and non-taxable bonds.

A motion was made by Ms. Cepero, seconded by Mr. Lopez and passed unanimously approving the project and levying of non-ad valorem special assessments based on comments from the public, as presented.

Consider Resolution No. 2024-05 – Leving Assessments (A-18) (A Bonds)

Resolution No. 2024-05 was presented, entitled:

RESOLUTION NO. 2024-05

A RESOLUTION OF THE AVENIR COMMUNITY DEVELOPMENT DISTRICT (THE “DISTRICT”) AUTHORIZING THE CONSTRUCTION AND/OR ACQUISITION OF INFRASTRUCTURE IMPROVEMENTS CONSTITUTING THE ASSESSMENT AREA TWO - PARCEL A-18 PROJECT IMPROVEMENTS; EQUALIZING, APPROVING, CONFIRMING, AND LEVYING SPECIAL ASSESSMENTS TO SECURE THE DISTRICT’S SPECIAL ASSESSMENT BONDS, SERIES 2024A (PARCEL A-18 PROJECT) (THE “SERIES 2024A BONDS”) ON PROPERTY WITHIN THE ASSESSMENT AREA TWO - PARCEL A-18 PROJECT AREA WITHIN THE DISTRICT SPECIALLY BENEFITED BY THE PARCEL A-18 PROJECT IMPROVEMENTS TO PAY THE COST THEREOF; PROVIDING FOR THE PAYMENT AND THE COLLECTION OF SUCH SPECIAL ASSESSMENTS BY THE METHODS PROVIDED FOR BY CHAPTERS 170, 190 AND 197, FLORIDA STATUTES; CONFIRMING THE DISTRICT'S INTENTION TO ISSUE ITS SERIES 2024A BONDS; MAKING PROVISIONS FOR TRANSFERS OF REAL PROPERTY TO GOVERNMENTAL BODIES; PROVIDING FOR THE RECORDING OF AN ASSESSMENT NOTICE; PROVIDING FOR SEVERABILITY, CONFLICTS, AND AN EFFECTIVE DATE.

A motion was made by Ms. Cepero, seconded by Mr. Lopez and passed unanimously adopting Resolution No. 2024-05, as presented.
Mr. Pierman then closed the Public Hearing on the A Bonds and opened the Public Hearing on the B Bonds.

PUBLIC HEARING (B BONDS)
Proof of Publication

Proof of publication was presented which indicated that notice of the Public Hearing had been published in the Palm Beach Post on March 20, 2024, and March 27, 2024, as legally required.

Receive Public Comment Regarding the Intent to Levy Special Assessments

There was no public comment regarding the intent to levy special assessments.

Consider Project and Levying of Non-Ad Valorem Special Assessments Based on Comments from the Public

Mr. Ballbe explained that the B Bond had the same description as the A Bond, previously discussed.

A motion was made by Ms. Cepero, seconded by Mr. Lopez and passed unanimously approving the project and levying of non-ad valorem special assessments based on comments from the public.

Consider Resolution No. 2024-06 – Leving Assessments (A-18) (B Bonds)

Resolution No. 2024-06 was presented, entitled:

RESOLUTION NO. 2024-06

A RESOLUTION OF THE AVENIR COMMUNITY DEVELOPMENT DISTRICT (THE “DISTRICT”) AUTHORIZING THE CONSTRUCTION AND/OR ACQUISITION OF INFRASTRUCTURE IMPROVEMENTS CONSTITUTING THE ASSESSMENT AREA TWO - PARCEL A-18 PROJECT IMPROVEMENTS; EQUALIZING, APPROVING, CONFIRMING, AND LEVYING SPECIAL ASSESSMENTS TO SECURE THE DISTRICT’S SPECIAL ASSESSMENT BONDS, SERIES 2024B (PARCEL A-18 PROJECT – SERIES 2024B BONDS PROJECT) (THE “SERIES 2024B BONDS”) ON PROPERTY WITHIN THE ASSESSMENT AREA TWO - PARCEL A-18 PROJECT AREA WITHIN THE DISTRICT SPECIALLY BENEFITED BY THE ASSESSMENT AREA TWO - PARCEL A-18 PROJECT IMPROVEMENTS TO PAY THE COST THEREOF; PROVIDING FOR THE PAYMENT AND THE COLLECTION OF SUCH SPECIAL ASSESSMENTS BY THE METHODS PROVIDED FOR BY CHAPTERS 170, 190 AND 197, FLORIDA STATUTES; CONFIRMING THE DISTRICT'S INTENTION TO ISSUE ITS SERIES 2024B BONDS; MAKING PROVISIONS FOR TRANSFERS OF REAL PROPERTY TO GOVERNMENTAL BODIES; PROVIDING  FOR  THE  RECORDING  OF  AN  ASSESSMENT

NOTICE; PROVIDING FOR SEVERABILITY, CONFLICTS, AND AN EFFECTIVE DATE.
A motion was made by Ms. Cepero, seconded by Mr. Lopez and passed unanimously adopting Resolution No. 2024-06, as presented.

Mr. Pierman then closed the Public Hearing on the B Bonds and reconvened the Regular Board Meeting.

OLD BUSINESS

There were no Old Business items to come before the Board.

NEW BUSINESS
Consider Resolution No. 2024-07 – Authorizing Resolution

Resolution No. 2024-07 was presented, entitled:

RESOLUTION NO. 2024–07

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE AVENIR COMMUNITY DEVELOPMENT DISTRICT (THE “DISTRICT”) HEREBY AUTHORIZING THE ISSUANCE OF NOT EXCEEDING $5,000,000 AVENIR COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2024A (PARCEL A-18 PROJECT) (THE “2024A BONDS”) AND THE ISSUANCE OF NOT EXCEEDING $12,000,000 AVENIR COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2024B (PARCEL A-18 PROJECT) (THE “2024B BONDS” AND, TOGETHER WITH THE 2024A BONDS, THE “2024 BONDS”), TO FINANCE CERTAIN PUBLIC INFRASTRUCTURE WITHIN ASSESSMENT AREA TWO OF THE DISTRICT REFERRED TO AS THE ASSESSMENT AREA TWO – PARCEL A-18 PROJECT AREA; DETERMINING THE NEED FOR A NEGOTIATED LIMITED OFFERING OF THE 2024A BONDS AND A PRIVATE PLACEMENT OFFERING OF THE 2024B BONDS AND PROVIDING FOR A DELEGATED AWARD OF SUCH 2024B BONDS TO PHCC LLC D/B/A PRESTON HOLLOW COMMUNITY CAPITAL, OR ITS AFFILIATE (THE “PURCHASER”), PURSUANT TO THE COMMITMENT TO PURCHASE SUCH SERIES 2024B BONDS PROVIDED BY THE PURCHASER; APPOINTING THE PLACEMENT AGENT FOR THE PRIVATE PLACEMENT OF THE 2024B BONDS AND APPOINTING THE UNDERWRITER FOR THE LIMITED OFFERING OF THE 2024A BONDS; APPROVING THE FORM OF AND AUTHORIZING THE EXECUTION AND DELIVERY OF A BOND PURCHASE AND PLACEMENT AGREEMENT WITH RESPECT TO THE 2024 BONDS; APPROVING THE FORM OF AND AUTHORIZING THE EXECUTION AND DELIVERY OF AN ELEVENTH SUPPLEMENTAL TRUST INDENTURE GOVERNING THE 2024A BONDS, AND A TWELFTH SUPPLEMENTAL TRUST INDENTURE GOVERNING THE 2024B BONDS; APPROVING THE APPLICATION OF THE MASTER TRUST INDENTURE DATED AS OF MAY 1, 2018 BY AND BETWEEN THE DISTRICT AND REGIONS BANK, AS TRUSTEE WITH RESPECT  TO  THE  2024  BONDS;  APPROVING  THE  FORM  OF  A

PRELIMINARY LIMITED OFFERING MEMORANDUM AND AUTHORIZING THE EXECUTION AND DELIVERY OF A FINAL LIMITED OFFERING MEMORANDUM; APPROVING THE FORM OF AND AUTHORIZING THE EXECUTION AND DELIVERY OF A CONTINUING DISCLOSURE AGREEMENT, AND APPOINTING A DISSEMINATION AGENT; AUTHORIZING CERTAIN MODIFICATIONS TO THE ASSESSMENT METHODOLOGY REPORTS AND ENGINEER’S REPORT; PROVIDING FOR THE REGISTRATION OF THE BONDS PURSUANT TO THE DTC BOOK- ENTRY ONLY SYSTEM; AUTHORIZING THE PROPER OFFICIALS TO DO ALL THINGS DEEMED NECESSARY IN CONNECTION WITH THE ISSUANCE, SALE AND DELIVERY OF THE 2024 BONDS; AND PROVIDING FOR SEVERABILITY, CONFLICTS AND AN EFFECTIVE DATE.

Mr. Sanford presented Resolution 2024-07, noting that it authorizes both A and B Bonds. The A Bonds are being underwritten by FMS for an amount not to exceed $5,000,000; and the B Bonds are being privately placed for an amount not to exceed $12,000,000. Mr. Sanford further explained the exhibits attached to the resolution, which are in substantially final form.

A motion was made by Ms. Cepero, seconded by Mr. Lopez and passed unanimously adopting Resolution No. 2024-07, in substantially final form.

Consider Preliminary First Supplemental Special Assessment Methodology Report – Special Assessment Bonds Series 2024 A and Series 2024B for Assessment Area Two – Parce A-18 Project

Mr. Karmeris presented the First Supplemental Special Assessment Methodology Report, noting that the projected total improvement cost was $13,850,050. He further highlighted the maximum debt and per unit costs.

A motion was made by Ms. Cepero, seconded by Mr. Lopez and passed unanimously approving the Preliminary First Supplemental Special Assessment Methodology Report – Parcel A-18 Project, as presented.
Consider Ancillary Bond Documents
Mr. Pawelczyk presented the ancillary bond documents, explaining that the Assignment & Assumption Agreement (Parcel A-18 Project) Form was a form document for assignment of infrastructure contracts already entered into by Kenco; the Assignment and Acquisition Agreement (Parcel A-18 Project) states that the District will accept and pay for completed improvements; the Completion Agreement (Parcel A- 18 Project) states that Kenco agrees to pay for anything not funded by the bonds; the Collateral Assignment and Assumption of Development Rights states that, in the event of a default, the District can complete the project; the Declaration of Consent to Jurisdiction is signed by Kenco; the Lien of Record Form will be used for one or both the A and B Bonds, depending on what is needed for the public record; and True-Up Agreements for Series 2024A and Series 2024B were requested to be separate documents by Preston Hollow, and state that a true-up payment is required if fewer units are developed.

A motion was made by Ms. Cepero, seconded by Mr. Horowitz and passed unanimously approving the ancillary bond documents, in substantially final form.

Consider Waiver Request from PHCC

Mr. Sanford explained that Parcel A-18 already had debt: A Debt is being paid off, but B Debt is still owned by Preston Hollow. Because of this, consent from Preston Hollow is needed to issue additional debt. Payments are to be allocated between A and B Debt, but later stop so only A Debt is being paid. Mr. Sanford noted that another request would be made for Parcel A-11.

A motion was made by Ms. Cepero, seconded by Mr. Horowitz and unanimously passed approving the Waiver Request from PHCC, and authorizing an additional letter for Parcel A-11.

Consider Agreement for Underwriter Services (FMS) (Parcel A-18 A Bonds – Limited Offering)

Mr. Pierman explained that the FMS agreement for A-18 A Bonds authorizes FMS to act as underwriter.

Consider Agreement for Underwriter Services (FMS) (Parcel A-18 B Bonds – Limited Offering)

Mr. Pierman explained that the FMS agreement for A-18 B Bonds authorizes FMS to act as placement agent.

A motion was made by Ms. Cepero, seconded by Mr. Lopez and unanimously passed approving both agreements with FMS.

Consider ILA with County (Coconut Boulevard Mast Arm)

Ms. McConnell explained that the County agreed to let the District out of the maintenance agreement. This agreement stipulates that the District will construct the improvement for $1,185,224.40, which gets the District away from maintaining the signal.

A motion was made by Ms. Cepero, seconded by Mr. Horowitz and unanimously passed approving the agreement in substantially final form, and authorizing the Chair to assist with negotiations.
Consider Grade Crossing Maintenance Agreement (CSXT)
Ms. McConnell presented the agreement with CSX, noting that it was subject to final comments. The agreement calls for a $5,000 annual payment, plus maintenance costs.
A motion was made by Ms. Cepero, seconded by Mr. Lopez and passed unanimously approving the Grade Crossing Maintenance Agreement, subject to final comments.

Consider Reimbursement Agreement for Verizon Relocates

Ms. McConnell explained that the District requires Verizon to relocate their lines for a cost of
$420,540.58. Mr. Pawelczyk noted that the District needs Verizon’s COI.

A motion was made by Ms. Cepero, seconded by Mr. Lopez and passed unanimously approving the Reimbursement Agreement for Verizon relocates, as presented.

Consider Northlake Boulevard Interim Driveway Connection Road Infrastructure Contract (H&J)

Mr. Ballbe presented the Northlake Boulevard Interim Driveway Connection Road Infrastructure Contract with H&J, noting that it was to temporarily connect Panther National to Northlake at cost of
$220,324.00.

A motion was made by Ms. Cepero, seconded by Mr. Lopez and passed unanimously approving the Northlake Boulevard Interim Driveway Connection Road Infrastructure Contract with H&J, as presented.

CHANGE ORDERS

Mr. Pierman noted that the Board could approve all change order as one motion.

Consider Ratification of Change Order No. 6 – JW Cheatham ($77,982.65)

Ms. McConnell explained that Change Order No. 6 was for the eastern Phase 2 project, for additional asphalt work and striping, and underground utilities, in the amount of $77,982.65.

Consider Ratification of JW Cheatham NL Ph 1 CO 2 ($20,762.00)

Ms. McConnell explained that Change Order No. 2 was for irrigation repairs in the amount of
$20,762.00.

Consider Ratification of JW Cheatham NL Ph1 CO 3 ($8,288.00)

Ms. McConnell explained that Change Order No. 3 was for a new fire hydrant in the amount of
$8,288.00.

Consider Ratification of JW Cheatham NL Ph 1 CO 4 ($45,145.00)
Ms. McConnell explained that Change Order No. 4 was for temporary lighting at the Town Center in the amount of $45,145.00.
Consider Centerline Phase Spine Road Phase 4 – CO 9 ($594,294.32)
Mr. Ballbe explained that Change Order No. 9 was for asphalt escalation and entrance revisions in the amount of $594,294.32.

Consider Spine Road 5 – SPF Contract – CO 1 ($297,331.05)

Mr. Ballbe explained that Change Order No. 1 was for conduit, trenching, box removal, transformer tie in and trenching to the switch cabinet in the amount of $297,331.05.

Consider Spine Road 5 – SPF Contract CO 2 ($9,511.38)

Mr. Ballbe explained that Change Order No. 2 was to lower fever cable and traffic signal work in the amount of $9,511.38.

Consider Spine Road Phase 5 – Arazoza Contract CO 2 ($132,782.50)

Mr. Ballbe explained that Change Order No. 2 was for landscape plan revisions in the amount of
$132,782.50.

Consider Spine Road Phase 5 – Arazoza Contract CO 3 ($1,256,695.41)

Mr. Ballbe explained that Change Order No. 5 was for irrigation final plans that were not finalized at the time of the contract in the amount of $1,256,695.41.

Consider Spine Road Phase 6 – Arazoza CO 1 ($478,421.52)

Mr. Ballbe explained that Change Order No. 6 goes along with Change Order No. 5 for irrigation work in the amount of $478,421.52.

Consider Phase Two Earthwork Contract – H&J CO 18 ($77,012.60)

Mr. Ballbe explained that Change Order No. 18 was for earthwork west of Coconut Boulevard and lake bank remediation in Pod 10 in the amount of $77,012.60.

Consider Phase Two Earthwork Contract – H&J CO 19 ($77,833.00)

Mr. Ballbe explained that Change Order No. 19 was for erosion control and cart path repairs in the amount of $77,833.00.

A motion was made by Ms. Cepero, seconded by Mr. Horowitz and unanimously passed approving the Change Orders, as presented.

CONSENT AGENDA
Consider Ratification of Caulfield Pod 16 Agreement
Consider Ratification of FPL Agreement (Underground Distribution Facilities Installation)
Consider Ratification of Patterson Electrical Consulting
CA4 Consider Ratification of Caulfield & Wheeler A10- Ph 1 & 2 SUA E
Consider Ratification of Caulfield & Wheeler A21- Ph 1 & 2 SUA E
Consider Ratification of Pod 6 - Phase 3 - Amended and Restated Landscape Maintenance Easement
Consider Ratification of Pulte - Pod 6 - Phase 3 - Amended and Restated Maintenance Agreement
Consider Ratification of Pulte - Pod 6 - Phase 3 - Irrigation and Access Easement
Consider Ratification of Pulte - Pod 6 - Phase 3 - Lake Interconnect Easement

A motion was made by Ms. Cepero, seconded by Mr. Lopez and unanimously passed approving Consent Agenda items 1 through 9, as presented.

CLUBHOUSE
Clubhouse Management Update

Mr. Salvatore advised that the gym access project had been completed and that the gym was now open from 5:00 a.m. until midnight. He also explained that there was additional electrical work needed for the tennis court access project and presented proposals for the work.

A motion was made by Mr. Horowitz, seconded by Mr. Lopez and unanimously passed accepting the proposal from Mister Sparky in the amount of $15,025.00 and further authorizing staff to create an agreement.

Mr. Salvatore also noted that the landscaping around the clubhouse was rapidly deteriorating due to the lack of gutters on the building and recommended adding them. Following discussion, it was suggested that Mr. Salvatore discuss it with the architects before moving forward.

Mr. Salvatore presented landscaping proposals for the tot lot in the amount of $7,930, as well as irrigation changes in the amount of $1,040.

A motion was made by Mr. Horowitz, seconded by Mr. Lopez and unanimously passed accepting the proposals with the irrigation work approval subject to confirmation that it is needed.

Ms. Chiaramonte highlighted the events held at the Clubhouse over the past month.

Discussion Regarding Engaging a Clubhouse Construction Consultant

Mr. Pierman explained that, due to a slip and fall report at the Clubhouse, he was exploring engaging a construction consultant to verify the Clubhouse’s construction. The recommendation that he was given did not respond, so he will explore other options. Following discussion, the Board recommended contacting the architect to find out what materials were specified.

ADMINISTRATIVE MATTERS
Discussion Regarding Landscape Maintenance Agreement

Mr. Pierman noted that the Landscape Maintenance Agreement expires in September and explained that it would be beneficial to start the RFP process now so numbers would be available for the budget. The Board agreed and directed staff to publish an RFP for Landscape Maintenance Services.
Discussion Regarding Lake Maintenance Easement Access
Mr. Pierman explained that he had been contacted by a resident inquiring about the possibility of obtaining temporary use of the lake bank for the purpose of pool construction. He noted that Mr. Pawelczyk had provided a resolution that was used in other districts that would allow for this. Following discussion, the Board directed staff to bring the resolution back to the Board for consideration, and a motion was made by Ms. Cepero, seconded by Mr. Lopez granting a temporary easement for the resident, should it be requested.

Mr. Pierman noted that the next meeting would be held on May 23, 2024.

BOARD MEMBER COMMENTS

There were no further comments from the Board Members.

ADJOURNMENT

There being no further business to come before the Board, a motion was made by Mr. Horowitz, seconded by Mr. Lopez and passed unanimously adjourning the Regular Board Meeting at 1:40 p.m.

ATTESTED BY:

Secretary/Assistant Secretary	Chairperson/Vice-Chair

RESOLUTION 2024-08
A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE AVENIR COMMUNITY DEVELOPMENT DISTRICT APPROVING THE PROCESS FOR REQUESTING TEMPORARY ACCESS OVER DISTRICT PROPERTY FOR LANDOWNER IMPROVEMETNS; PROVIDING FOR A PROCESSING FEE FOR THE COSTS INCURRED BY THE DISTRICT; AUTHORIZING THE DISTRICT MANAGER OR IN HIS OR HER ABSENCE, THE CHAIR OF THE DISTRICT BOARD OF SUPERVISORS TO APPROVE AND EXECUTE TEMPORARY ACCESS EASEMENT AGREEMENTS WITH LANDOWNERS; AND PROVIDING FOR AN EFFECTIVE DATE.

WHEREAS, the Avenir Community Development District (the "District") is a local unit of special purpose government created and existing under Chapter 190, Florida Statutes; and

WHEREAS, the District has received requests from landowners within the District for approval of temporary access over and through District property so that landowners can undertake improvements to their property; and

WHEREAS, the District desires to provide for a procedure for the receipt, review and determination of the request by landowners on an expedited basis; and

WHEREAS, the District incurs costs of approximately $300 for the review, research, preparation and execution of the requested temporary access easement agreements; and

WHEREAS, the District Board of Supervisors determined that it is in the best interest District and its landowners that the District Manager of the District, or in his or her absence, the Chair of the District Board of Supervisors review and approve temporary access easement agreements on behalf of the District pursuant to a specific procedure.
NOW THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE AVENIR COMMUNITY DEVELOPMENT DISTRICT, THAT:

Section 1. The foregoing recitals clauses are true and correct and are hereby incorporated into this Resolution by reference.
Section 2. The District hereby approves the following procedure for requests from landowners for temporary access on and through the District property by landowners and their agents (collectively, the “Landowners”):
Landowner provides the District Manager of the Avenir Community Development District with the written approval from the applicable Homeowner’s Association for the proposed improvements to Landowner property;

Landowner provides the District Manager with a detailed description of the proposed work to be performed for the improvements and the estimated time for construction;
Landowner provides the District Manager with a sketch or drawing of the location of the District property that landowner is seeking the temporary access easement over;
Landowner provides the District Manager proof of ownership of the Landowner property;
Landowner pays a fee of $300 made payable to the Avenir Community Development District for the review, preparation and execution of the temporary access agreement; and
The District Manager authorizes District Counsel to prepare the temporary access easement agreement upon verification that the above items have been satisfied by Landowner.
Section 3.  That the District Manager, and in his or her absence, the Chairman of the District Board of Supervisors, is hereby authorized to act on behalf of the District and review and approve the temporary access easement agreements prepared by District Counsel as forth herein.

Section 4.  The legal form of each temporary access easement agreement executed pursuant to this Resolution shall be acceptable to the District Counsel of the District, in his or her discretion, subject to Board direction.
Section 5. The proper District officials are hereby authorized and directed to take all steps necessary to effectuate the intent of this Resolution.
Section 6.	All Resolutions or parts of Resolutions in conflict herewith are hereby repealed to the extent of such conflict.
Section 7.	This Resolution shall take effect upon adoption.

THIS RESOLUTION WAS PASSED AND ADOPTED by the District at its regularly scheduled meeting this 23rd day of May, 2024.

ATTEST:	AVENIR COMMUNITY
DEVELOPMENT DISTRICT

Jason Pierman, Secretary	Virginia Cepero, Chair Board of Supervisors

RESOLUTION NO. 2024-09

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE AVENIR COMMUNITY DEVELOPMENT DISTRICT APPROVING A PROPOSED BUDGET FOR FISCAL YEAR 2024/2025; AND PROVIDING AN EFFECTIVE DATE.

WHEREAS, the Board of Supervisors (“Board”) of the Avenir Community Development District (“District”) is required by Chapter 190.008, Florida Statutes, to approve a Proposed Budget for each fiscal year; and,

WHEREAS, the Proposed Budget including the Assessments for Fiscal Year 2024/2025 has been prepared and considered by the Board.

NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE AVENIR COMMUNITY DEVELOPMENT DISTRICT THAT:

Section 1.	The Proposed Budget including the Assessments for Fiscal Year 2024/2025 attached hereto as Exhibit “A” is approved and adopted.

Section 2.  A Public Hearing is hereby scheduled for August 22, 2024 at 12:30 p.m. at the offices of Special District Services, Inc., 2501A Burns Rd., Palm Beach Gardens, FL 33410, for the purpose of receiving public comments on the Proposed Fiscal Year 2024/2025 Budget.

PASSED, ADOPTED and EFFECTIVE this 23rd day of May, 2024.

ATTEST:	AVENIR
COMMUNITY DEVELOPMENT DISTRICT

By:			By:		 Secretary/Assistant Secretary			Chairman/Vice Chairman

CHANGE ORDER NO. 5

Date of Issuance:	April 18, 2024
Avenir Community
Owner:	Development District
2501A Burns Road
Palm Beach Gardens, FL 33410

Effective Date:	April 18, 2024

Owner's	N/A Contract No.:

Contractor:		J.W. Cheatham, LLC	Contractor's	230040 7396 Westport Place,	 Project No.:
West Palm Beach, FL 33413

Engineer:	HSQ Group, Inc.	Engineer's	
	1001 Yamato Road, Suite 105 Boca Raton, FL 33431	Project No.:	

180437

Project:	Northlake Blvd Phase 1	Contract Name:	Construction Contract (Roadway
From West of Coconut Blvd to west of	Improvements) Avenir entrance

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

Description:	*Pipe crossing removal and replacement with added C boxes
*Remove & replace existing CMP at station 250+30
*Remove & Install new water valve boxes
*Seed & Mulch in lue of sod
*Fabricate and install steel plate at station 260+55
*Install deck slab at S145

Attachments

* JW Cheatham, LLC change order request dated 04/18/2024
*Corrospondance relating to this change order.

CHANGE IN CONTRACT PRICE

Original Contract Price:
$6,038,109.36	CHANGE IN CONTRACT TIMES

Original Contract Times:
Total Contract Days: 365 days
Start Date: 10/16/2023	End Date: 10/15/2024	

[Increase] [Decreasej form previously approved Change Orders No._Q_to No. 1:
$ 328,898.00	
[Increase] (Decrease] form previously approved Change Orders No. 0 to No. 4:
40 Days	

Page 1

Owner---	Contractor@	

Contract Price prior to this Change Order:
$6,367,007.36	
Contract Times prior to this Change Order: Total Contract Days: 405 days
Start Date: 10/16/2023	End Date: 11/24/2024	

[Increase] fDeereasel ofthis Change Order
$119,356.25	
[Increase] fDeereasel of this Change Order 0Days	

Contract Price incorporating this Change Order:
$6,486,363.61	
Contract Times with all the approved Change Orders: Total Contract Days: 405 days
Start Date: 10/16/2024 End Date: 11/24/2024	

RECOMMENDED BY:	
ACCEPTED:

By: 	_ Avenir Community Development District
Virginia Cepero Chairperson

Date: 	 _	
ACCEPTED:	

By: -1---t1.::J. -=--.L----
EN	
HSQ G up, Inc.
1001 Yamato Road, Suite 105 Boca Raton, FL 33431		

By:		f.	
CONTRACTOR:
J.W. Cheatham, LLC 7396 Westport Place,
West Palm Beach, FL 33413	
4
Date:	/?7	2y		
Date:  lj }-;( /2.cn+	

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

Page 2

J.W. CHEATHAM LLC

Road Building &
Earthmoving Contractors

April 18, 2024
Avenir Community Development District 2501A Bums Road
Palm Beach Gardens, FL 33410

Attn:	Tanya McConnell, P.E. Senior Development Manager
Ref:	Northlake Blvd PH-I
RW52799-I022
Dear Ms. McConnell:
I submit the following change order request at the above referenced project for:
Pipe crossing removal and replacement adding a C box at each end. "Future Primary St., Future Premier St., Future Secondary St" as per revised plan dated: "04/08/24 by HSQ
At station: 250+30 remove and replace existing 18" CMP that is collapsed, per Alberto Zuniga.
Remove and install new water valve boxes complete from top of valve to finished grade between stations: 303+59 to 259+60 that are deteriorated and brittle.
Seed & Mulch in leu of sod for pond bottoms between stations 281+70 to 268+60.
Fabricate and install steel plate connecting the curbs at the ARV station: 260+55.
Install deck slab at S145 due to utility conflicts structure had to be moved to the south by 7 feet.

Survey As-Builts, & Testing	1	LS	@	$9,440.00	/LS	9,440.00	
Type C Inlet	6	EA	@	$7,480.00	/EA	44,880.00	
Remove/Dispose 18" MES	6	EA	@	$440.00	/EA	2,640.00	
Remove/Reinstall 18" RCP	484	LF	@	$121.00	/LF	58,564.00	
Corrugated Aluminum Pipe (18'')	30	LF	@	$127.00	/LF	3,810.00	
Replace Valve Box Complete	10	EA	@	$2,365.00	/EA	23,650.00	
Regrade and compact entrances	...	EA	@	$2,594.00	/EA	7,782.00	
Fabricate & Install steel plate	l	EA	@	$3,850.00	/EA	3,850.00	
Concrete deck slab S145		EA	@	$1,100.00	/EA	1,100.00	
Seed & Mulch	8555	SY	@	$0.80	/SY	6,844.00	
18" MES installed minus poured ends	4	EA	@	$3,850.00	/EA	15.400.00)	
Sod Credit	8555	SY	@	-$3.25	/SY	(27,803.75)	
					Total	119,356.25	

.J

7396 Westport Place	West Palm Beach, FL 33413  Phone: (561) 471-4100	Fax: (561) 471-8348

J.W. CHEATHAM LLC

Road Building &
Earthmoving Contractors

Attachments:
Revised plans dated: "04/08/24 by HSQ" pertaining to the pipe crossings.
Correspondence pertaining to the CMP replacement at station 250+30
Con-espondence pertaining to seed and mulch per Tanya McConnell
Correspondence pertaining to the water valves from Alberto Zuniga.
Correspondence pertaining to the steel plate per Alberto Zuniga.

This proposal is subject to the attached special provisions.

fncludes 6 ea Type C basins with added depth to provide cover between the pipe and road base.
Includes the removal and disposal of 6 ea 18" MES pipe sections that were previously installed.
lncludes the removal and reinstallation with increased depth of 484 LF of 18" RCP. All pipes will receive new Gaskets and 64 LF will be new pipe provided by Belvedere.
Jncludes removing and replacing 10 ea valve boxes in the road, including pouring sakrete around the tops.
Crediting 4 ea 18" MES sections. One MES was eliminated, and the other 3 credits are for the 6 ea sections installed without poured collars.
Includes installing 30 LF of 18" corrugated aluminum pipe underneath existing driveway at station 250+30.

Qualifications to this proposal are as follows:

Engineering is not included.
Permits are not included.
Utility relocation or adjustments are not included.
ew valve box replacements pertain to the widening area only between stations 303+59 to 259+60.
Any additional valves will be subject to a change order.

Your timely review and approval is requested. Please call me should you have any questions.

Sincerely,
J.W. Cheatham, LLC

Michael Wonnell Project Manager
7396 Westport Place	West Palm Beach, FL 33413	Phone: (561) 471-4100	Fax: (561) 471-8348

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 +70.80	
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EXIST MANHOLE
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FL 12.30(E) FL 12.30 ,(W)

EXIST. TYPE F C&G (TO REMAIN)

@
STA 297+00.56, 49.72' RT EXISTING INLET TO REMAIN RJM EL 20.45
FL 15.75 (N)
FL 12.45 (E)
FL 12.45 (W)

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		NQ..E_L42 5-:06 I		 	

mike.wonnell@jwcheatham.com

From: Sent: To:
Cc: Subject:

Alberto Zuniga <Alberto@hsqgroup.net> Wednesday, April 10, 2024 10:50 AM mike.wonnell@jwcheatham.com; Muayad Mohammed tmcconnell@avenirpbg.com; Naur Shehadeh
RE: Northlake Phase 1 ( Driveway crossing @ 250+30)

Mike,
That pipe is part of the Northlake drainage system. You will need to replace it.
Prepare your CO. Thanks,
Alberto T. Zuniga, P.E.
f. f.:ii)
GROUf'
HSQ GROUP, INC.
Engineers • Planners • Surveyors
1001 Yama o Road, Suite 105 Boca Raton. Florida 33431
Phone: (561) 392-0221 ext 107 • Cell: (561) 758-2480
HSQgroupinc.com

From: mike.wonnell@jwcheatham.com <mike.wonnell@jwcheatham.com> Sent: Wednesday, April 10, 2024 10:41 AM
To: Alberto Zuniga <Alberto@hsqgroup.net>; Muayad Mohammed <Muayad@hsqgroup.net>
Cc: tmcconnell@avenirpbg.com
Subject: Northlake Phase 1 ( Driveway crossing@ 250+30)

Alberto,
The existing pipe crossing at Station 250+30 is collapsed in the middle and is deteriorated. Can we remove since
it looks like the water does not travel through this pipe looking at the grading plans sheet 12 of 66.

EXIST. 18" CMP TO REMAIN

/1(·--"--X---;,;.--	x--

+24.23  X
45.33' (LT EL 20.50

·---

X+38.6:J-	
45.J8' {LT)
EL 20.so

--R-I

N UN

Thank you, Michael wonnell Project Manager
J.W. Cheatham, LLC
Office: (561) 471-4100 ext:248
Cell: (561) 722-1424

mike.wonnell@jwcheatham.com

From: Sent: To:
Cc:
Subject:

Tanya McConnell <tmcconnell@avenirpbg.com> Thursday, April 11, 2024 10:19 AM mike.wonnell@jwcheatham.com
Alberto Zuniga
Re: Northlake Phase 1 Sod vs. Seed/mulch

Absolutely. I am surprised that we were thinking of sodding. Alberto, is there a reason not to?
Tanya N. McConnell
Senior Development Manager Avenir Development, LLC

tmcconnell@avenirPBG.com

561.818.3887

From: mike.wonnell@jwcheatham.com <mike.wonnell@jwcheatham.com>
Date: Thursday, April 11, 2024 at 9:14 AM
To: Tanya McConnell <tmcconnell@avenirpbg.com> Cc: Alberto Zuniga <Alberto@hsqgroup.net> Subject: Northlake Phase 1 Sod vs. Seed/mulch

Tanya/Alberto,

Would you be open to seed and mulching the bottoms of the two large ponds versus Laing sod? The slopes will be sodded to the bottom of slope. Cost difference will be roughly 70% less.

Thank you, Michael Wonnell Project Manager
J.W. Cheatham, LLC
Office: (561) 471-4100 ext:248
Cell: (561) 722-1424

Caution: This is an external email. Be careful when clicking links or opening attachments. If in doubt, contact ICG's Service Desk.

mike.wonnell@jwcheatham.com

From: Sent: To:
Cc:
Subject:

Alberto Zuniga <Alberto@hsqgroup.net>
Tuesday, February 27, 2024 8:00 AM mike.wonnell@jwcheatham.com; Naur Shehadeh; Carlos Ballbe tmcconnell@avenirpbg.com; Muayad Mohammed
RE: Northlake Phase 1

Mike,

Make a proposal for the replacement. Needs to contact Water utilities for the approved list.

Alberto T. Zuniga P.E.

GRou,r:•
HSQ GROUP, INC.
Engineers • Planners • Surveyors
1001 Yamato Road, Suite 105 Boca Raton, Florida 33431
Phone: (561) 392-0221 ext 107 • Cell: (561) 758-2480
HSQgroupinc.com

From: mike.wonnell@jwcheatham.com <mike.wonnell@jwcheatham.com>
Sent: Tuesday, February 27, 2024 7:41 AM
To: Alberto Zuniga <Alberto@hsqgroup.net>; Naur Shehadeh <Nour@hsqgroup.net>
Cc: tmcconnell@avenirpbg.com
Subject: Northlake Phase 1

Alberto,

There are several existing valve boxes (water/sewer) that are rotten/brittle/damaged that need to be replaced along the west bound lane. Let me know how to proceed.

Thank you, Michael Wonnell Project Manager
J.W. Cheatham, LLC
Office: (561) 471-4100 ext:248
Cell: (561) 722-1424

mike.wonnell@jwcheatham.com

From: Sent: To: Subject:

Alberto Zuniga <Alberto@hsqgroup.net> Wednesday, April 17, 2024 8:09 AM mike.wonnell@jwcheatham.com
RE: NORTHLAKE PHASE 1 (RFI)

Mike,

It will work, but the open manhole must be also adjusted.

Alberto T. Zuniga, P.E.

GROU,f:'
HSGQROUP,  INC.
Engineers • Planners • Surveyors
1001 Yamato Road, Surte 105 Boca Raton, Florida 33431
Phone: (561) 392-0221 ext 107 • Cell: (561) 758-2480
HSQgroupinc.com

From: mike.wonnell@jwcheatham.com <mike.wonnell@jwcheatham.com>
Sent: Wednesday, April 17, 2024 7:54 AM
To: Alberto Zuniga <Alberto@hsqgroup.net>; Naur Shehadeh <Nour@hsqgroup.net>
Cc: tmcconnell@avenirpbg.com
Subject: NORTHLAKE PHASE 1 (RF\)

Alberto,

 !	

1

i -..... _....,,_.	,

-

_..._.'lli
.."-i...--,

Please see attached ARV at station 260+55 that is 1" from the asphalt. I think we can match EP grade and construct a steel plate to fit the back of the curb as we did in phase 2.

Thank you, Michael Wonnell Project Manager
J.W. Cheatham, LLC
Office: (561) 471-4100 ext:248
Cell: (561) 722-1424

mike.wonnell@jwcheatham.com

From: Sent: To:
Cc:
Subject:

mike.wonnell@jwcheatham.com Wednesday, April 17, 2024 8:33 AM 'Alberto Zuniga'
Tanya McConnell tmcconnell@avenirpbg.com
RE: NORTHLAKE PHASE 1 (RFI)

Will be adjusted today. We may have to put a little pitch to it so it does not trap water.

From: Alberto Zuniga <Alberto@hsqgroup.net>
Sent: Wednesday, April 17, 2024 8:09 AM To: mike.wonnell@jwcheatham.com Subject: RE: NORTHLAKE PHASE 1 (RFI)

Mike,

It will work, but the open manhole must be also adjusted.

HSQ GROUP, INC.
Engineers • Planners • Surveyors
1001 Yamato Road. Suite 105 Boca Raton. Florida 33431
Phone: (561) 392-0221 ex 107 • Cell: (561) 758-2480
HSQgroupinc.com

From: mike.wonnell@jwcheatham.com <mike.wonnell@jwcheatham.com>
Sent: Wednesday, April 17, 2024 7:54 AM
To: Alberto Zuniga <A!berto@hsqgroup.net>; Naur Shehadeh <Nour@hsqgroup.net>
Cc: tmcconnell@avenirpbg.com
Subject: NORTHLAKE PHASE 1 (RFI)

Alberto,

'

Please see attached ARV at station 260+55 that is 1" from the asphalt. I think we can match EP grade and construct a steel plate to fit the back of the curb as we did in phase 2.

Thank you,

CHANGE ORDER NO. 7

Date of Issuance: April 25, 2024	Effective Date: April 25,2024

Owne,:		Avenfr Community Development District 2501A Burns Road
Palm Beach Gardens, FL 33410

Owners Contract#:	N/A

Contractor:

Engineer:

Project:

J.W. Cheatham, LLC. 7396 Westport Place
West Palm Beach, FL 33413

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

Northlake Blvd Phase 2
From east or Avenir to Dr. to west of SR7

Contractors
Project#:	220010

Engineers
Project No. :	180437

Construction Name Construction Contract
(Roadway Improvements)

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

Description :	*Northlake Blvd Ph. 2.: Sidewalk removavreplacement for signalization at Shoppes of Ibis
*Northlake Blvd Ph. 2: Ibis Blvd modification for mast arm
*Northlake Blvd Ph.2: Regrade median due to irrigation installation
*Nort,hlake Blvd Ph.2: Replace sewer valve at 117+15
*Northlake Blvd Ph.2: Requested rain and construction days

Attachments:	*J.W. Cheatham, LLC Change Order request dated "04/24/2024"
*Marked-up plans at Shoppes of Ibis tor signalization conflicts
*Revised plans dated "•04/22/2024 by HSQ"

CHANGE IN CONTRACT PRICE

Original Contract Price:

$4,173,882,11	
CHANGE IN CONTRACTTIMES :

Original Contract Times :

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

[Increase] [Beerease] from previously approved Change Orders No. : Q to No. .6:

$1,344,517.09	
[Increase] [E>eerefl!!e] rrom previously approved Change Orders No. Q.. to No. 6:

230	days	

Page 1

owner: 	 Contractor:     {ijjk_-=----- 

Contract Price prior to this Change Order:

$5,518,399.20	Contract Times prior to this Change Order : Total Contract Days:	680
Start Date:	9/12/2022
End Date:	7/23/2023	

(Increase] [Decrease] of this Change Order;

$35,295.31	
(Increase] (Decrease] of this Change Order:

20	Days	

Contract Price incorporating the Change Order :

$5,553,694.51	
Contract Times with all the approved change Orders:

Total Contract Days:		700	Days Start Date:	9/12/2022
End Date:	8/12/2024	

RECOMMEND BY:	
ACCEPTED:	
ACCEPTED:	

By:	

By: ---------	B y: P.		

1001Yamato Rd, Suite 105 Boca Raton, FL 33431	Avenlr Community Development District
Virginia Cepero Chairperson	Contractor :
J.W. Cheatham, LLC 7396 Westport Place
West Palm Beach, FL 33413	
Date: 	

Date: 		

Date:			

J.W. CHEATHAM LLC

Road Building &
Earthmoving Contractors

April 24, 2024

Avenir Community Development District 2501A Burns Road
Palm Beach Gardens, FL 33410 Attn: Tanya McConnell. P.E.
Ref: orthJake Blvd Phase 2 (RW56228-0222) Signalization conflicts at Shoppes of Ibis, Ibis Blvd modification,
Regrading of median, Valve replacement, Inlet Modification, & Rain days.

Dear Ms. McConnell:

l submit the following change order request at the above referenced project for the following:
Sidewalk removal/replacement, due to utility and landscape conflicts for signalization ai Shoppes oflbis on the SE & SW comers.
Curb Inlet, & Sidewalk modifications at Ibis Blvd. (Mast Arm).
Regrading of median from irrigation installation (station: 143+00 to 108+60).
Replaced sewer valve complete at station: 117+15. valve was deteriorated & brittle.
dded rain days.

included are the marked-up plans at Shoppes of Ibis for signalization conflicts & Revised Plans dated: "04/22/2024 by HSQ."
dditional days requested:
Rain Days: 6
{2/19/24. 2/20/24, 2/21/24, 3/6/24, 3/7/24 3/22/24)
Construction Days: 14 Total days requested: 20

7396 Westport Place West Palm Beach, FL 33413 Phone: (561) 471-4100 Fax: (561) 471-8348 Page I of2

J.W. CHEATHAM LLC

Road Building &
Earthmoving Contractors

Qualifications:

Survey and as-builts are included.
Permits are not included.
Relocation of existing utilities is not included.
No item included unless specifically stated.

Your timely review and approval is requested.

Thank you,
J.  am,1:5

Project Manager

7396 Westport Place  West Palm Beach, FL 33413  Phone: (561) 471-4100  Fax: (561) 471-8348
Page 2 of2

Item	
Description

Sho1111es of Ibis Signalization	
Quantity	
Unit	Unit
Price		Total
Price	
1	Remove sidewalk	1	LS	@	$	1,375.00	/LS	$	1,375.00	
2	Replace sidewalk	34	SY	@	$	47.73	/SY	$	1,622.82	
3	Grading &sod	1	LS	@	$	1,232.00	/LS	$	1,232.00	
				Subtotal:		$	4,229.82	
	 Ibis Blvd curb & inlet modification							

1	
Survey and Testing	
1	
LS	@	s	
1,192.00	
/LS	
$	1,192.00	
1	MOT (Inside Ibis)	1	LS	@	$	291.00	/LS	$	291.00	
2	Concrete Removal (sidewalk & curb)	1	LS	@	$	3,688.00	/SY	$	3,688.00	
3	Install additional sidewalk behind mast arm	13	SY	@		47.73	/LS	$	620.49	
4	Install additional sidewalk SW corner tie-in	10	SY	@	$	47.73	/LS	$	477.30	
s	Install additional curb	30	LF	@	$	18.89	/LS	$	S66.70	
6	Rock (Curb pad)	30	TN	@	$	23.00	/LS	$	69000	
7	Grading	1	LS	@	$	10,536.00	/LS	$	10,536.00	
							$	18,061.49	

1	
Median
Regrade median	

1	

LS	@	
s	

4,501.00	

/LS	

$	4,501.00	
					Subtotal:		$	4,501.00	
	Drainage							

1	1 complete sewer valve	1	EA	@  $	275.00	/LS	$	275.00
1	Modify existing F type inlet	1	LS	@  $	8,228.00	/LS	s	8,228.00
Subtotal:	$	8,503.00

Grand Total	$	35,295.31

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-------------	--------------	NORTHLAKE BLVD. AND SHOPPES OF IBIS	TS /726B H
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ROADWAY PRODUCTJON
P.O. DOX 2122'9, WES'f PAU.1llHA□l, Fl.ORI.DA

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& ASSOCIATES

BALLBE

	PROPOSAL AND AGREEMENT BETWEEN CONSULTANT AND CLIENT	

Client:	Mrs. Virginia Cepero
AVENIR COMMUNITY DEVELOPMENT DISTRICT
550 Biltmore Way, Suite 1110
Coral Gables. FL 33134	

Date:	

March 26, 2024	

Project Name:	
AVENIR CONTROL STRUCTURE AND OUTFALL CANAL RELOCATION
MR PROJECT# C0024.40	
Project No:	
202118	

Dear Virginia:

Please find attached for your review and approval this Change Order prov'ided by BALLBE &
ASSOCIATES, INC. ("Consultant") to AVENIR COMMUNITY DEVELOPMENT DISTRICT ( 'Client") for the
Additional Services to the Proposal and Agreement Between Client and Consultant for Professional Consultant Services for the above referenced project.

Our scope of services will include the preparation of final construction drawings for the on-site improvements required for the proposed apartment project to be constructed Miami-Dade County, including the necessary permitting, construction documents, construction inspection and final certification.

A detailed 11st of the initial scope of services. along with their respective cost. is included in Exhibit "A". Also, included is Exhlbit 'B", the Schedule of Hourly Rates and Other Charges for work not specified 1n the Scope of Services and Exhibit "C". the Standard Provisions.

This Agreement sets forth the understanding of the arrangement between Client and Consultant; please sign and return a fully executed copy of the Agreement to our office. We appreciate the opportunity to work for you on this project.
Acceptance and Authorization to Proceed:
This Agreement and the attached Exhibits ore hereby acknowledged and accepted, and we hereby grant authority to proceed. The undersigned is authorized lo execute this Agreement on behalf of Client.

(Signatures on the followrng page)

hallbc & associates, inc.
:v;tq 11. ocean ho11I '\ ard, ff 1·t lautli.:rdnlP  flnml:t :U:{O, • iH-J.54-491-7811

& ASSOCIATES

BALLBE

Consultant	BALLBE & ASSOCIATES, INC.	Client	AVENIR COMMUNITY DEVELOPMENT
DISTRICT	

Signed	

	

Signed	

	
Name	Carlos J. Ballbe, P.E.	Name	V1	l))	
Title	President	Title			
Date	3/26/2024	Date			

Attachments:

·Exhibit "A"

lnitral Scope of Services

Exhibit "B"
Exhibit '1C"

Schedule of Hour'ly Rotes ond Other Charges Standard Provisions

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EXHIBIT"A"

SCOPE Of SERVICES AND FEE PROPOSAL

The following is a further description of the basic professional engineering services and related work to be provided on a "Lump Sum" basis unless otherwise noted as 11Hourly'1 which represents that payment for the services will be billed as the number of hours spent on the work based on the fee schedule provided fn Exhibit "B".

BASIC SERVICES

The following is a further description of the basic professional engineering services and related work to be provided on a "Lump Sum" basis unless otherwise noted as "Hourly" which represents that payment for the services will be bHled as he number of hours spent on the work and based on the fee schedule shown in Exhibit "B".

	DESIGN AND PERMITTING SERVICES TO BE PROVIDED BY MOCK, ROOS &
ASSOCIATES. INC. ("M.R.")		

A.	
PLEASE SEE ATTACHED PROPOSAL PROVIDED BY M.R. =	
$40,060.00	
B.	BALLBE & ASSOCIATES ADMINISTRATIVE FEE=	$3,000.00	
	SUB-TOTAL DESIGN AND PERMITTING PHASE=	
43,060.00	

	MISCELLANEOUS SERVICES TO BE PROVIDED BY BALLBE & ASSOCIATES. INC.		

A.

B.	
 DESIGN SUPPORT SERVICES	
Assists M.R. with design criteria and permitting requirements.
Coordinate permittrng with other Consultants.
Follow up	with permitting agencies and	requests	for information.

 BIDDING AND CONTRACT NEGOTIATJON PHASE 

Prepare bid packages for the proposed improvements.
Attend pre-bid meeting. if required by Client.
Prepare required documentation (drawings, specifications. written responses) in the form of addenda in response to pre-	

$3,000.00	

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ballbe & a sociatc.i.., inc.

I Cons,lumt OB  I Ct;enl 		_

NIR	ONTROL STRUCTURE	m
FALL C	ALRELOCATIO

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B.	bid	meeting and to interpret or clarify final engineering documents.
Provide Client assistance in evaluating contractor proposals. as required.
Prepare and submit AutoCAD compatible drawing files of the final documents for the Client's use.
Prepare site infrastructure con trod.

SITE fNFRASTRUCTURE PERMIT	

$3,000.00	
	The following services are required to secure the site infrastructure permit:

Prepare application and submit to Client and Contractor.
Prepare plans and submit to PBG along with applications.
	Address permit comments and follow up with City, Client. Contractor on items required tor permit.

SUB-TOTAL MISCELLANEOUS SERVICES=	

$3,000.00

i9,000.00	

I TOTAL SCOPE OF SERVICES =	 52,060.00 I

Pagc2
bi:tUb' & 11s.	·ial .,. in·.

I Con,ult,rnt CJB I rn,m 		_

,NJR O	ROL TRLTTURE.Al D TF.-\LL C	 ALRELO ATl0

The above listed tasks do not include the following items:

GEOTECHNICAL TESTING
Percolation test and soil testing (borings. subgrade and rock base testing).

BOUNDARY /TOPOGRAPHIC SURVEY
Client to provide Consultant with a survey containing topographic information and/or the as-builts for the paving and drainage system prior to commencement of work in Autcod format. {Alto Survey if available).

PLATTING

ENVIRONMENTAL CONSULTING
Perform site visits to determine presence/absence of jurisdictional wetlands. Prepare maps documenting the findings from the si e visit and follow-up with permitting agencies to obtain binding letters documenting wetland jurisdictional limits if any within the site. Also, coordinate with the Army Corps. to obtain an opinion on the presence/absence of federal jurisdictional wetlands.

TRAFFIC STUDIES
Preparation of traffic study to determine level of services and	concurrency requirements.

OUT-OF-POCKET EXPENSES
Out-of-pocket expenses will be billed at their respective cost as per the attached Exhibit "B".

FEES
Application and permit fees ore not included an.d shall be provided by Client as required by the permitting agencies.
Consultant will assist Client in getting proposals to perform this work if necessary.

Pagc3
haUbc & a  ·ociate , in •.

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EXHIBIT "B"

SCHEDULE OF HOURLY RATES AND OTHER CHARGES

Principal	Hour	$250.00	
Senior Professional Engineer	Hour	$225.00	
Professional Engineer	Hour	$200.00	
Civil Engineer	Hour	$175.00	
Engineering Inspections/Contract Administration	Hour	$150.00	
Engineering Technician	Hour	$125.00	
Administrative Services	Hour	$100.00	
Out of Pocket Expense	Expense	Cost+ 15%	
Black line Prints (24"x36")	Each	$1.75	
Color Prints (24"x36")	Each	$15.00	
Photocopies (8.5' xl 1" Block & White)	Each	$0.25	
Photocopies (8.5"x 11" Color)	Each	$0.50	
Photocopies (11"x 17" Black & White)	Each	$0.50	
Photocopies ( I 1"x17" Color)	Each	$1.00	
Finance Charge on Past Due	Account Balance	See Exhibit "C'	

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ballbc & associates, in•.

I Co,suhae1 CJB I Cllem	_

	

VENJR  ONTROI.  TRU  I'URE	10
0  TFALL	ALRELO  ATI

EXHIBIT"C"

BALLBE & ASSOCIATES, INC. STANDARD PROVISIONS
General Provisions
The general provisions for this Agreement between Client and Consultant ore based on the applicable portions of General Provisions in the "Standard Form of Letter Agreement Between Owner and Engineer tor Professional Services" as prepared by the Engineer's Joint Contract Documents Committee and issued and published jointly by lhe Notional Society of Professional Engineers, American Consulting Engineers Council, and the American Society of Civil Engineers (EJCDC Number 1910-2, Latest Edition). This Agreement, the attached Exhibit"A" through "D", and the said general provisions represents the entire understanding between Client and Consultant and may only be modified in writing signed by Client and Consultant.

PURSUANTTO FLORIDA STATUE 558.0035, A DESIGN PROFESSIONAL, AS DEFINED IN FLORIDA STATUE 558.002, ACTING AS AN INDIVIDUAL EMPLOYEE OR AGENT OF BALLBE & ASSOCIATES, INC., MAY NOT BE HELD INDIVIDUALLY LIABLE FOR NEGLIGENCE.
Consultant's Scope of Services
The Consultant's undertaking to pertorm professional services extends only to the services specifically described in this Agreement. However, if requested by the Client and agreed to by the Consultant, the Consultant will perform additional services ("Additional Services") hereunder. The Consultant is also authorized, but not required, to perform Additional Services for services deemed apptopriate by the Consultant in response to emergencies, unanticipated actions by lhe Client's contractors, revised regulations, or requirements of authorities, it advance authorization cannot be obtained. The Consultant will no ify the Client as soon as practical of the inception of such Additional Services.

Period of Services
Unless otherwise stated herein, the Consullonl will begin work t,rnely ofter receipt of on executed copy of this Agreement and will complete the services in a reasonable lime. This Agreement is made in onticipalion of conditions permitting continuous and orderly progress through completion of the services. Times for performance shall be extended as necessary for delays or suspensions due lo any circumstances that the Consultant does not control. Such a delay or suspension shall not terminate this Agreement unless the Consultant elects to terminate pursuant to other provisions of this Agreement. If such delay or suspension extends for more than six months (cumulatively) for reasons beyond the Consultant's control. the various rates of compensation provided for in this Agreement shall be renegotiated.

Compensation for AddltionQI Services
Unless otherwise agreed to in writing, the Clienl shall pay 1he Consultonl for the performance ol any Additional Services an amount based upon the Consultant's current hourly rates plus on amount to cover certain direct expenses including in-house duplicating and blueprints, local mileage, telephone calls, electronic messaging. postage, and word processing. Other direct expenses will be billed at 1.15 times cost. Technical use of computers for design, analysis, and graphics, etc., will be billed at the hourly rotes shown within Exhibit "B".

ages
b.1Llh·, & a. social N, i,H.

I Coasolt,nt CJB  I Client 		_

,

TROLSTRlCT TRE  m
ALRELO Al'J

& ASSOC-fATES

BALLBE,..

Method of Payment
Compensation shall be paid to the Consultant in accordance with the following provisions:
Invoices will be submitted by he Consultant lo the Client periodically for services performed and expenses incurred. Payment of each invoice will be due within 25 days of receipt. The Client shall also pay to the Consultant all taxes, if any, whether state, local, or federal, levied with respect to amounts paid hereunder. The Consultant shall be compensated in U.S. dollars. Interest will be added to accounts not paid within 25 days at the maximum rate allowed by law. If the Client foils to make any payment due the Consultant for services and expenses within 30 days after the Consultant's ronsmitfal of its invoice. the Consultant may, otter giving 7 days written notice to the Client. suspend services under this Agreement until all amounts due are paid in full.
If the Client objects to an Invoice, it must advise the Consultant in writing giving its reasons within 14 days of receipt of the invoice or the Client's objections will be waived, and the invoice shall conclusively be deemed due and owing.
If the Consultant initiates legal proceedings to collect payment, it may recover, in addition to all amounts due. its reasonable attorneys' fees, reasonable experts' fees, and other
expenses related to the proceedings. Such expenses shall include the cost. at the Consultant's normal hourly billing rates. of he lime devoted 1o such proceedings by ifs employees.
	The Client agrees that the payment for services rendered and expenses incurred by the Consultant pursuant to this Agreement is not subject to any contingency or condition.

Use of Documents
All documents, including but not limited to drawings, specifications and data or programs stored electronically, prepared by the Consultant ore related exclusively to the services described in 1his Agreement. They are not intended or represented to be suitable for partial use or reuse by the Client or others on extensions of this project or any other project. Any modifications made by the Client to any of the Consultant's documents, or any partial use or reuse of the documents without written authorization or adaptation by the Consultant will be at the Client's sole risk and without liability or legal exposure to the Consultant, and the Client shall indemnlfy, defend and hold the Construction harmless from all claims, damages, losses and expenses, including but not limited to attorney's fees, resulting therefrom. Any authorization or adapfatlon will entitle the Consultant to further compensation at rates to be agreed upon by he Client and the Consultant.

Termination
The obligation to provide further services under this Agreement may be terminated by either party upon seven days' written notice at any time, for any reason. In the event of any termination, the Consultant shall be paid for all services rendered and expenses incurred to the etteclive date of termination, and other reasonable expenses incurred by the Consultant as a result of such termination. If the Consultant's compensation is fixed fee, the amount payable for services will be a proportional amount of the total fee based on he ratio of the amount of the services performed, as reasonably determined by the Consulfa . o the total amount of services which were to have been performed, less prior partial payments. Upon payment. all work product shall be assigned to Client.

liability
In performing ifs professional services. the Consuflanl will use that degree of care and skill ordinarily exercised, under similar circumstances, by reputable members of its profession in the some locality

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baUbe & a sodale , inc.

I Cons,ltant CJB I Client 	 _

	

TROL STRUCT RE AND ALRELO	TI

at the time the services are provided. No warranty, express or implied, is made or Intended by the Consultant's undertaking herein or its performance of services, and it is agreed that the Consultant is nol a fiduciary with respect to the Cllent. The Consultant agrees that during the period in which an action otherwise could be brought against if the Consultant will hold lhe Client harmless from loss, damage. injury, or liability which directly arises solely from the negligent acts or omissions of the Consultant, its employees, agents. subcontractors and their employees and agents. To the fullest extent of the low, and notwithstanding any other provisions of this Agreement. the total liability, including any liability relating to the hold harmless obligation created by the immediately preceding sentence. of the Consultant and the Consultant's officers, directors, employees, agents, and subconsullants to the Client or to anyone claiming by, through or under the Client, for any and all claims, losses. costs or damages whatsoever arising out of, resulting from or in any way related to the services under lhis Agreement from any cause or causes, including but not limited to, the negligence, professional errors or omissions, strict liability or breach of contract or any warranty, express or implied, of the Consultant or the Consultant's otficers, directors. employees, agents, and sub-consultants, shall not exceed the total compensation received by the Consultant under this Agreement or $25,000, whichever is greater. Under no circumstancesshall the Consultant be liable for, without limitation, losl profits or consequential damages. extra costs or other col'1sequences due to changed conditions, or costs related to the failure of contractors to perform work in accordance with the plans or specifications.

Expenses of Litigation
If litigation or arbitration related to fhe services performed is initiated against the Consultant by the Client, its contractors, or subcontractors. and such proceeding concludes with the entry of a judgment or award favorable to the Consul!ont. the Client shall reimburse the Consultants its reasonable attorneys' fees, reasonable experts' fees, and other expenses related to the proceeding. Such expenses shall include fhe cost. determined at the Consultant's normal hourly bllling rates, of the time devoted to the proceedings by the Consultant's employees.

Dispute resolution
All claims by the Client arising out of this Agreement or its breach shall be submitted first to mediation in accordance with the Construction Industry Mediation Rules of the American Arbitrqtion Association as a condifion precedent to litigation. Any mediation or civil action by Client must be commenced within one year of !he accrual of the cause of action asserted but in no event later than allowed by applicable statues.

1 t.    Construction Phase Services
If the Consultant's services include the preparation of documents to be used for construction, the Consultant shall not be responsible for any interpretation of the intent of its documents if it is not retained and paid for periodic site visits.
The Consultant shall have no responsibility for any contractor's means, methods, techniques, equipment choice and usage, sequence. schedule, safety programs. or safety practices, nor shall Consultant have any-authority or responsibility to slop or direcf the work of any contractor. The Consultant's visit will be for the purpose of endeavoring to provide the Client a greater degree of confidence that he completed work of its contractors Will generally conform to the construction documents prepared by the Consultant. Consultant neither guarantees the performance of contractors. nor assumes responsibility for any contractor's failure to perform its work in accordance with the contract documents.
The Client agrees that each contract with any contractor shall state that the contractor shall

& ASSOCIATES

.:iBALLBE

<\\ ;NIRCONTROLSTR iCTllRE	0 OUTFAL C	AI.RELOC TJO 1

be solely responsible for job site safety and for its mean and methods; that the contractor shall indemnify the Client and the Consultant for all claims and liability arising out of job site accidents; and that the Client and the Consultanl shall be made additional insured under the contractor's general liability insurance policy.

Assignment and Subcontroc1ing
This Agreement gives no rights or benefits to anyone other than the Client and the Consultant and all duties and responsibilities undertaken pursuan to this Agreement will be for lhe sole benefit of the Client and the Consultant. Neither the Client nor the Consultant shall assign or transfer any rights under or interest in this Agreement without the wri11en consent of the other. However, nothing herein shall prevent or restrict the Consultant from re aining independent professional associates, subconsultonts, and suppliers as the Consultant may deem appropriate.

Miscellaneous Provisions
This Agreement is to be governed by the low of he State of Florida. This Agreement shall bind, and the benefits, thereof shall inure to, the parlies hereto, their legal representatives, executors, administrators, successors and assigns. This Agreement contains the entire and fully integrated agreement between the parties, and supersedes all prior and contemporaneous negotiations, representations, agreements. or understandings, whether written or oral. This Agreement can be supplemented or amended only by a written document executed by both parties. Any provisions in this Agreement thoI is unenforceable in any jurisdiction shall, as to such jurisdiclion, be ineffective to the extenI of such unenforceability without invalidating the remaining provisions or affecting the validity or enforceability of such provision in any other jurisdiction. The non-enforcement of any provision by either party shall not constitute a waiver of that provision nor shall it affect the enforceability of that provision or of lhe remainder of this Agreement.

PURSUANT TO SECTION 558.0035, FLORIDA STATUTES, AN INDIVIDUAL EMPLOYEE OR AGENT OF THE CONSULTANT MAY NOT BE HELD INDIVIDUALLY LIABLE FOR NEGLIGENCE FOR THE SERVICES PROVIDED TO THE CLIENT UNDER THIS AGREEMENT.

 MOCK•ROOS
CONSULTING ENGINEERS

Proposal to Provide Professional Engineering Services for Avenir Stormwater Control Structure WCS-11

Project Description:

Avenir Community Development District (Client) wishes to relocate the N-1 Conservation Area's water control structure (WCS-11) which discharges stormwater from the N-1 Conservation Area to the C-18W Canal. The relocation will place the (new) structure approximately 6,500 feet southwest of its current location.

The Client has requested Mock•Roos provide engineering services to develop construction documents (drawings and specifications) for the relocation of WCS-11, and to make application to SFWMD and the City of Palm Beach Gardens for construction permits for the WCS-11 relocation. Mock•Roos will provide the Scope of Services outlined below.

Scope of Services:

Task 1- Design and Permitting

Prepare and submit 60-percent complete construction drawings for WCS-11 (Ballbe & Assoc, will provide topographic survey for the design of the structure)
Attend a review meeting to discuss the design and receive comments
Prepare and submit a 90-percent complete set of construction documents (drawings, technical specifications, and engineer's opinion of probable construction cost) for review; the 90-percent documents will address any comments on the 60-percent design
Attend a review meeting to discuss the submittal and receive final comments
Prepare and submit the 100-percent/final construction documents
Prepare and submit construction permit application to the SFWMD, respond to staff questions, and respond to up to two (2) RAls (as stated above, environmental related permitting and coordination will be done by others)

Schedule of Deliverables:

Task and Deliverable	Calendar Days from NTP

Task 1-WCS -11 Design and Permit Applications	180 Days

Mock, Roos & Associates, Inc.
5720 Corporate Way, West Palm Beach, Florida 33407-2066, 561-683-3113, www.MockRoos.com

Fee and Rates:

The total fee to provide the Scope of Services outlined above is estimated to be $40,060. Mock•Roos will complete the Scope of Services on a lump sum basis. See Attachment A for estimate of hours.

Conditions:

Ballbe & Associates will provide topographic survey for the design of the WCS-11 within 45 days of authorization.
The environmental portion of the permit applications will be completed in a timely manner by others.

This proposal is valid for 120 days of the date below. If the servjces are not authorized within this time frame, the fee ls subject to revision.

Proposal:	G.	Authorization:

Mock•Roos will complete the Scope of Services outlined above for the fee specified above, upon authorization of the Client, given below,

MOCK•ROOS

Signed: 	_ Name: Garry G. Gruber, P.E.
Title:	Senior Vice President

Date:	March 18, 2024

P\_PROPOSALS\boll\('00!4 O •  ·nu \\(', 11 Mod DP \l02AD) IS_ oop, of\ ort doc,,

This proposal is acceptable and Mock•Roos has authorization to proceed with the Scope of Services outlined above. This authorization becomes valid upon Mock•Roos receiving one executed copy of this proposal with original signature below.
Avenir Community Development District Signed: 	_ Name: Virginia Cepero
Title:	Chairperson

Date:

Page 2 of 2

Attachment A

Labor Classification

Task Description

Total

1

Design and Permitting
Prepare GO-percent Construction Drawings Design Review Meeting
Prepare 90-e_ercent Construction Documents Design Review iv1eeting
Prepare 100-percent Construction Documents
SFWMD Permit Application & Coordination

_39,810

Subtotal Hours Subtotal Labor Reimbursables
Project Total

22

88

152

8

$39,810
$250
$40,060

Avenir • WCS-11 Modification Engineering Design and Permitting Services

Principal Civil Engineer	Lead Civil Engineer	Civil Engineer	Admin Assistant	
195.00	165.00	135.00	60.00	
22	88	152	8	$	

F:LPROPOSALS\ball\C0024.40 • Avenir WCS11 Mod DPS\20240315_Fee Worksheet.xJ PA No.C0024.40

Mock•Roos 3118/2024

4Q

CAULFIELD &WHEELER IHC.
Conoultl"g En11lno0rs. Sur,cyo,s, & L dscapo Archllo t•

Englnoo,lng: 1:80003591
Survoylng: LB000J591
Und•c•p• A1clll1octuro: LC0000318

May  , 2024	Proposal #05-24- 34

Virginia Cepero
Avenir Community Development District
2501A Burn Road
Palm Beach Gardens, FL 33410-5207
Re:		Agreement for professional Agreement for profes'ional services relating to "AVENIR- COCO UT EXTENSIO	SUA & SFWMD'' project located in the City of Palm Beach Gardens, Palm Beach County, Florida.

Dear Mr . Cepero:

Thank you for the opportunity to present you with this agreement for professional services for the "AVE IR-COCONUT EXTE SlON SUA & SFWMD' project. The scope of this agreement is to provide professional	urveying services of the subject property.

SCOPE OF  ERVICE

SKETCH OF DESCRIPTION FOi	VENffi - COCO	T EXTE S10 SUA & SFWMD EASEMENTS

Consultant shall prepare a sketch and legal description for the proposed Avenir- Coconut Exten ion SUA & SFWMD Easements in accordance with the Standards of Practice set forth in Chapter SJ-17 adopted by the Florida State Board of Professional	urveyors and Mappers pursuant to Chapter 472.027 Florida Statutes.

Fee	$2.240.00

Ml  CELLANEOUS	ERVICES

Any other miscellaneous services out ide the scope of this contract, requested by the Client will be performed at the prevailing hourly rates based upon actual work performed,

Bo • Raton Office: 7900 Glades Road, Suite 100, Boca Raton, FL 33434 • Ph: 561-392-1991 • Fa:,o;: 561-750.1452
□Port St. Lucie Office: 410 S.E. Port St. Lucie Boulevard, Port St, Lucia, FL 34984 • Ph: 772.-408,1920 • Fax: 772-408-1925

P ge 2 - May 6, 2024
Proposal #05-24-034
Avenir Community Development Di trict

Principals................................................................................... 190.00/hr. Exp rt Witness Testimony	$275.00/hr.
Laser Scanning	urvey Crew	$250.00/hr.
GP  Survey Crew	$165.00/hr.
Robotic	urvey Crew	$140.00/hr.
Field	urvey Cre	$140.00/hr.
Professional Land Surve or	$140.00/hr.
Engineering Design	$140.00/hr.
Landscape Architect/ ite Planning	$135.00/hr.
CAOD/Technician/Draftsperson	$100.00/hr.
Office Technician	$75.00/hr.
Engineering Inspector	$90.00/hr.
Prints	$0.30/s.f.
Mylars	$4.50/s.f.
Federal	xpres /Overnight Deli	ries ......................................Co t plu I 0% Courier Deliverie .....................................................................Cost plu  l 0%

GE ERAL PROVI IONS

The terms of this agreement shall be ffective for one 1) year from the date of
e ecution of this contract and may be renegotiated at the option of the Consultant.
	Receipt of this agre ment (signed by all parties	hall be c nsidered by Caulfield & Wheeler Tnc. a notic to proceed.
tatements for the professional ervices rendered by Caulfield & Wheel r, Inc. under this agreement will b invoiced monthly ba ed on a work-in-progress or completed basis and payment is due upon the Client's receipt of the invoice or statement. fnvoices not paid within 60 days of the date of the invoice shall be deemed delinquent.	pan an in oice or statement be oming d linquent Caulfield & Wheeler, Jnc. may:

	Deem thi agreement terminated. Caulfield & Wheeler lnc. and Client shall thereupon have no further rights or obligations under this agreement and all fees and costs owed by	lient through the date of termination shall be immediately due and payable; and/or

2.		Withhold all work product of Caulfield & Wheeler Inc. under thi agreement including all drawings, survey . plats, reports, calculations, specification
and all other data, and not deliver the same to the Client, and di continue perfonning and providing profe sional services under lhi proposal until paym nt in full of all outstanding statements i received· file lien against the property for all outstanding in oices.

Page 3 - Ma  6 2024
Proposal #05-24-034
Avenir Community Development District

Client acknowledges that Consultant will not be held liable for an  damages in urred resulting from	onsultant withholding work produ tor discontinuing services due to delinquency of payment of in oices on th part of the Client.

Caulfield & Wheeler, Inc. may reque t that the final statement be paid simultaneous!	ith the deli ery to the Client of th final work product due under this agreement. F e for	aulfield & Wheeler fnc.'s profe ional service under thi agreement and costs incurred shall be due and payable by Client wheth r or not the	lient, for any reason, fails or ele ts not to pr ceed with the Project.

The Client shall be responsibl for the payment of all reimbursable items (i.e. blueprints printing,	ngineering m lar	plat rnylars, authorized travel filing fees permits, assessment . or governmental related fees .
	The obligation to provide further ser ices under this agreement may be terminated by either party upon receipt of	ritten notice	ithin seven (7) day in the event of a substantial failure by the other party to perforn, in accordance with the terms hereof through no fault of the terminating party. In thee ent of any termination
onsultant hall be paid for all services rendered to th date of termination including all reimbursable expenses and terminating expense .
Revisions and/or additional services requested out ide the cope  f this agreement
will be invoiced at the prevailing hourly rates.
	All electronic files are the property of	aulfield & Wheeler Inc. Hard copies of the data contained in the electronic files will be provided to Client upon request.
This Agreement may b assigned to another entity upon payment in full of outstanding invoice	ent prior to th a signment request.

PURSUANT TO FLORIDA STATUTE 558.0035, AN INDIVIDUAL EMPLOYEE OR AGENT MAY NOT BE HELD INDIVIDUALLY LIABLE FOR NEGLIGENCE.

Page 4 - May 6, 2024 Proposal#0S-24-034
Avenir Comm\Jnity Development District

This agreement consisting of four (4) page , represents the entire understanding between Caulfield & Wheeler Inc., Consultant: and	enir Community Development District, Client. with respect to the project and may only be modified in writing signed by all partie .

incercl. ,

DJ3

aulfield & Wheeler, Inc.

David P. Lindley PL Senior Vice President

Avenir	ommunity Develop

Title

Date

,

I 

Accepte  by:

Z:\PROPOSALS-BJD \rending\2024\A enir Coconut E,·tension	A & FWMD-Avenir CDD.docx

DESCRIPTION:
A PORTION OF CONSERVATlON AREA TRACT C-1 OF THE PLAT OF AVENIR, AS RECORDED IN PLAT BOOK 127, PAGE 85, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT THE NORTHEAST CORNER OF TRACT C-1, AVENIR, AS RECORDED IN PLAT BOOK 127, PAGE 85 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE ALONG THE NORTH LINE OF SAID PLAT OF AVENIR. NORTH 53"39'56" WEST, A DISTANCE OF 484.42 F.EET; THENCE DEPARTING SAID NORTH LINE, SOUTH 36"21J'Q4" WEST, A DISTANCE OF 125.00 FEET TO THE POINT OF BEGINNING; THENCE, SOUTH 5YJ9'56'' EAST. A DISTANCE OF 200.00 FEET; THENCE, SOUTH .36"20'04" WEST. A DISTANCE OF 250.00 FEET; THENCE, NORTH 5Y39'56" WEST. A DlSTANCE OF 200.00 FEET; THENCE, NORTH 36"20'04" EAST, A DJSTANCE OF 250.00 FEET TO THE POINT OF BEGINNING.

CONTAINING 50,000 SQUARE FEET, 1.148 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 'MTH A SURVEYOR'S SEAL.
LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS-OF-WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD.
J.		BEARINGS SHOWN HEREON ARE RELATIVE TO A PLAT BEARING OF NORTH 53"39'56 WEST ALONG THE NORTH LINE OF THE PLAT OF AVENIR, AS RECORDED IN PLAT BOOK 127 PAGE 85,
OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.
4,	DAlA SHOWN HEREON WAS COMPILED FROM INSTRUMENTS Of RECORD AND DOES NOT CONSTITUTE A FIELD SURVEY AS SUCH.
CERTIFlCATE:
I HEREBY CERTIFY THAT TI-IE ATTACHED SKETCH OF DESCRIPTION OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY	, DCE AND BELIEF AS PREPARED UNDER MY DIRECTION ON MAY 2, 2024.
l FURTH	IS SK	H OF DESCRIPTION MEETS Tl,E STANDARDS OF PRACTICE SET FORTH IN CHAPTER
5J	Au.ui=-=v-.i	FLORID	OARD OF SURVEYORS AND MAPPERS PURSUANT TO FLORIDA STATUTES 472,027.

RONNIE L. F1JRNISS, PSM PROFESSIONAL SURVEYOR AND MAPPER 16272
STATE OF FLORIDA - LB #3591	SHEET 1 OF 2	
CAULFIELD 8. WHEELER, INC.
@_crIjH/	CIVIL ENGINEERII G LANDSCAPE ARCHITECTURE - SURVEYING
U/	7900 GLADES ROAD - SUI E 100 BOCA RATO , FLORIDA 33WL
PHONE (561)-.592-1991 / f AX (561)-750-1£..52				DATE 05 02 2024
DRAWN BY	RLF	
				F.B./ PG.	N A	
				SCALE	AS SHOWN
JOB NO.	7955	
COCONUT BOUl£VARD
SEACOAST UTILITY AUTHORITY PARCEL SKETOf OF DESCRIPTION					

SOUTH RIGHi-OF-WAY CSX RALIROAD
	(BEARING BASIS) 

I	N53"39'56''W	484.42'

POINT OF

I	35'  FPL EASEMENT	COMMENCEMENT
ol	(ORB  6633, PG 1635)	NE CORNER
·01  			 · TRACT C-1	

I
.-,
I

NORTH LINE OF AVENIR
{PB 127, PG 85)

I
:..i-1
_o,
I I (/)I1
1

POINT OF

r

/	S53"39'56"E

BEGINNING

200.00'

GRAPHIC SCALE
0	20	40

b
0
d
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N

w
0
b
<O
z

CAULFIELD & WHEELER,  JNC.
rr!)

1	I	I
(  IN FEET )
1 INCH =	40	FT.

CONSERVATION AREA lRACT C-1
(PB 127, PG BS)
COD EASEMEN SUBJECT TO RESERVATIONS AS RECORDED IN OFFICIAL RECORDS BOOK 30087,
PAGE 1697, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA

SHEET 2 OF 2
DATE	05 02 2024

/ D. U/

CIVIL ENGINEER! G LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100 BOCA RATO , FLORIDA 33l3L
PHONE (561)-392-1991 / FAX (561)-750-IL.52

COCONUT BOULEVARD

DRAWN BY	RLF
F.8./ PG.	N A
SCALE	AS SHOWN

b

d

0

SUA PARCEL
(CONTAINING 50,000 SQUARE FEET1
1,148 ACRES, MORE OR LESS.)

If)
N

200.00'

SEACOAST UllUlY AUlHORllY PARCEL
SKETQi OF DESCRIPTION

JOB NO.	7955

DESCRIPTION:

A PORTION OF CONSERVATION AREA TRACT C-1 OF THE PLAT OF AVENIR, AS RECORDED IN PLAT BOOK 127, PAGE 85, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT THE NORTHWEST CORNER OF TH[ PLAT OF AVENIR, AS RECORDED IN PLAT BOOK 127, PAGE 85 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY. FLOR!DA: THENCE ALONG THE NORTH LINE OF SAID PLAT OF AVENIR, SOUTH 53·39'55" EAST, A DISTANCE OF 68.24 FEET THE INTERSECTION OF THE EAST LINE OF THE SFWMD PERPETUAL CANAL RIGHT-OF-WAY EASEMENT RECORDED IN THE PALM BEACH COUNTY, STATE OF FLORIDA, PUBLIC RECORDS OFFICIAL RECORDS BOOK 29598, PAGE 930; THENCE ALONG SAID EAST UNE, SOUTH 55·54•00" EAST, A DISTANCE OF 153.99.00 FEET TO THE POINT OF BEGINNING: THENCE, SOUTH 5J'40'44" EAST, A DISTANCE OF 1030.77 FEET TO THE BEGINNING OF
A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 89' 59' 12", HAVlNG A RADIUS OF 80.00 FEET, HAVING AN ARC DISTANCE OF 125.64 FEET; THENCE TO SAID NORTH LINE OF AVENIR, NORTH 36'20'04" EAST. A DISTANCE. OF 64.85 FEET; THENCE ALONG SAID NORTH LINE, SOUTH 53'39'56" EAST, A DISTANCE OF 76.00 FEET; THENCE DEPARTING SAID NORTH LINE OF AVENIR, SOUTH 36'20'04" WEST, A DISTANCE OF 224.85 FEET; THENCE, NORTH 53"39'56" WEST, A DISTANCE OF
76.00 FEET BEING A POINT ON A CURVE OF A NON-TANGENT CURVE TO THE LEFT, OF WHICH THE RADIUS POINT LIES
NORTH 53'39'56" WEST. A RADIAL DISTANCE OF 50.00 FEET; THENCE WESTERLY ALONG THE ARC, THROUGH A CENTRAL ANGLE OF 90'00'48", A DISTANCE OF 78.55 FEET; THENCE, NORTH 53'40'44" WEST, A DISTANCE OF 815.44 FEET BEING A POINT ON A CURVE OF A CURVE TO THE LEFT HAVING A RADIUS OF 57.00 FEET; THENCE WESTERLY ALONG THE ARC, THROUGH A CENTRAL ANGLE OF 4-7'33'36", A DISTANCE OF 47.31 FEET TO A POINT OF REVERSE CURVATURE TO THE RIGHT HAVING A RADIUS OF 28.00 FEET AND A CENTRAL ANGLE OF 42'50'21"; THENCE WESTERLY ALONG THE ARC, A DISTANCE OF 20.94 FEET; THENCE, NORTH 58"24'00" WEST, A DISTANCE OF 179.98 FEET BEING A POINT ON A CURVE OF A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET; THENCE WESTERLY ALONG THE ARC, THROUGH A CENTRAL ANGLE OF 65'42'00", A DISTANCE OF 57.33 FEET TO THE INTERSECTION OF SAID EAST UNE OF THE SFWMD PERPETUAL CANAL RIGHT-OF-WAY EASEMENT; THENCE ALONG SAID EAST LINE, NORTH 55'54'00" EAST, A DISTANCE OF 111.90 FEET TO THE POINT OF BEGINNING.

CONTAINING 60,666 SQUARE FEET, 1.393 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESERVATIONS, AND/OR RIGHTS-OF-WAY OF RECORD.

NOTES:
,.	REPRODUCTIONS OF TI-ilS SKETCH ARE Nor 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 BE.ARING OF SOUTH 5J'39'56" EAST ALONG THE NORTH LINE OF THE PLAT OF AVENIR, AS RECORDED IN PLAT BOOK 127 PAGE 85,
OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.
4,	DATA SHOWN HEREON WAS COMPILED FROM INSTRUMENT'S OF RECORD AND DOES NOT CONSTITUTE A FIELD SURVEY AS SUCH.
CER11F1CATE:
I HEREBY CERTIFY TI1AT THE ATTACHED SKETCH OF DESCRIPTION OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY	,. ,EDGE AND BELIEF AS PREPARED UNDER MY DIRECTION ON MAY 2, 2024.
I FURTH		S SKE H OF DESCRIPTION MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER SJ	A	FLORID	OARD OF SURVEYORS AND MAPPERS PURSUANT TO FLORIDA STATUTES 472.027.

RONNIE L FURNISS, PSM PROFESSIO AL SURVEYOR AND MAPPER' #6272
STATE OF FLORIDA - LB N.3591	SHEET 1 OF 3	
CAULFIELD & WHEELER, INC.
@_&!/!/J/.	CIVIL ENGINEERING
U/	LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 3343L.
PHONE (561)-.392-1991 / FAX (561)-750-ll.52		

L=======		DATE	05 02 2024 DRAWN BY	RLF
F.B.	PG.	N A
SCALE	AS SHOWN JOB NO.		7955	

L:;ll=======Sf'Mit=SK= =D=a..="'=i= =:= =CR=IP;;;;;"':;;;;; =T======;;;;;;;;:JII				

SEABAORD	AIR LINE RAILROAD CSX RALIROAD
(RIGHT-OF-WAY)
SOUTH RIGHT-OF-WAY CSX RALIROAD
(BEARING BASIS)
68.24'	-· I

LEGEND:
DB -  DEED BOOK
ORB - OFFICIAL RECORDS BOOK PB - PLAT BOOK
PG -  PAGE
SFWMO - SOU1H FLORIDA WATER
MANAGEMENT DISTRICT 5UAE - SEACOAST UTILITY
AUTHORITY EASEME.Nf UE - UTILITY EASEMENT

POINT OF
COMMENCEMENT
NW CORNER OF THE PLA	OF AVENIR

S53"39'56"E

-35' FPL EASEMENT

(ORB 6633, PG 1635)

NORHT LINE OF AVENIR
CONSERVATION AREA (PB 127• PG B5)
TRACT C-1
(PB 127. PG 85)
CDD EASEMENT, SUBJECT TO RESERVATIONS AS RECORDED IN OFFICIAL RECORDS BOOK .30087,
PAGE 1697, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA

S53"40'44"E	1030.77'

SFYt'MD ACCESS EASEMENT
(CON1AINING 60,666 SQUARE FEE.T, 1.393 ACRES. MORE OR LESS.)

....I.t-
i l!j
z
(/)
w
LI
(/)

R=so.oo· lr:65.42'00"

,19.98'
R=28.00'
tr=42·so'21" L=20.94'

R=57.00' lF:47.33'36" L=47.311

L=57.33'

W

CIVIL ENGINEERING LANDSCAPE ARCHITECTURE - SURVEYING

CAULFIELD 8. WHEELER, INC.

GRAPHIC SCALE
0	20	40
1	I	I
(  IN FEET )
l  INCH =	40	FT.
SHEET 2 OF 3
DATE 05 02 2024

/ /J.

U/	7900 GLADES ROAD - SUITE 100 BOCA RATON. FLORIDA 3343£.
PHONE (561)-392-1991 / FA  (561)-750-1£.52

L!;ll=======;;;;SFVIM;;;;Sl(;;;;  ;;;;D;;;;CH;;;;A;;;;  ;;;;:f;;;;;L;;;;ou;;;;w;;;;SEM;;;;  ;;;;n;;;;  ;;;;T======::.111  L:;;;;;;=====:::::!.I

DRAWN BY	RLF

F.B. PG.	N A SCALE AS SHOWN JOB 0.  7955

LEGEND:
ORB - OFFICIAL RECORDS BOOK PB - PLAT BOOK
PG -  PAGE
RB - RADIAL BEARING SFWMD -	SOUTH FLORIDA WATER

I

MANAGEMENT DISTRICT SUAE -	SEACOAST UTILITY
AUTHORITY EASEMENT

I

I	UE -  UTILITY EASEMENT

SEABAORD	AIR LINE RAILROAD CSX RALIROAD
(RIGHT-OF-WAY)

SOUTH RIGHT-OF-WAY CSX RAUROAD

S5Y39'56"E 76.00'

•

r

I

I

I

I

'
I

I

1
._  I
w•

35' FPL EASEMENT
( ORB 6633, PG 1635)

NORHT LINE OF AVENIR
(PB 127, PG 85)

R=80.00'
tF8s•s9•12" L=125.64'

LO
co
N N

r:v:
0
.N

....,  ;:S;;:5;.;:;3...;.4;.;;:0_4'_4;_".;.E_....;1.,;;0.;;.3.;;.;0.;.;.7..;.7_.'....,.----
w	SPM.10 ACCESS EASEMENT
(CONTAINING 60,666 SQUARE FEET,
1.393 ACRES, MORE OR LESS.)
N5Y40'44"W	815.44'

'b
(0
(/)

R=50.00'
tF9o·oo' 48" L=78.55'
RB=N53.39'56"W	76.00'

CONSERVATION AREA lRACT C-1
{PB 127, PG 85)
COD EASEMENT, SUBJECT

N5Y39'56"W

GRAPHIC SCAL.£

TO RESERVATIONS AS RECORDED IN OFFlCIAL RECORDS BOOK .30087,
PAGE 1697. PUBLIC
RECORDS OF PALM BEACH COUNTY, FLORIDA

CAULFIELD B WHEELER, INC.

/ /1.

CIVIL ENGINEERING LANDSCAPE ARCHITECTURE - SURVEYING

crf/

0	20	40
!	1	.I
( IN FEET )
1 INCH =	40	FT.
SHEET 3 OF 3

DRAWN BY	RLF

DATE	05 02 2024

U/	7900 GLADES ROAD - SUITE 100
BOCA RATON, FLORIDA 33L.3L
PHONE (561)-392-1991 / FAX (561)-750-1452

L:;ll======;;;;;;SFW;;;;;;==D;;;;;;A;;;;;; ;;;;;;;;;;;;; ;;;;;; ;;;;;;EA;;;;;;LEV;;;;;;SEM;;;;;; ;;;;;; =T======;;;;:JII  I,:;;;;;;;;======--

F.B. PG.	N A SCALE AS SHOWN JOB NO. 7955

DESCRIPTION:

A PORTION OF CONSERVATION AREA TRACT C-l  OF THE PLAT OF AVENIR. AS RECORDED IN PLAT BOOK 127, PAGE 85, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS!

BEGINNING AT THE NORTHWEST CORNER OF TRACT R3, AVENIR, AS RECORDED IN PLAT BOOK 127. PAGE 85 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE, NORTH 43'20'53" WEST, A DISTANCE OF 28.50 FEET; THENCE, NOR1'H 01·1.3'.31 EAST, A DISTANCE Of 3759.14 FEET; THENCE, NORTH 01·13'45" EAST, A DtSTANCE OF 2770.92 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 23' 12' 1r, HAVING A RAOlUS OF 1060,00 FEET. HAVING AN ARC DISTANCE OF 429 ..30 FEET; THENCE, NORTH 24•25•03• EAST. A DISTANCE OF 309.77 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 22' 45' 14", HAVING A RADIUS OF 960.00 FEET, HAVING AN ARC DISTANCE OF 381.25 FEET: THENCE, NORTH 01.40'48 EAST, A DISTANCE OF 1666.18 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 29' 45' 14". HA YING A RADIUS OF 1240.00 FEET, HAVING AN ARC DISTANCE OF 643.94 FEET; THENCE. NORTH 28.04'26 WEST, A DISTANCE OF 900. 73 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT Tl-tROUGH A CENTRAL ANGLE OF 54· 24' 30", HAVlNG A RADIUS OF 1051.00 FEET, HAVING AN ARC DISTANCE OF 1181.47 FEET: THENCE. NORTH 36'20'04• EAST, A DISTANCE OF 315.01 FEET; THENCE, NORTH 53'39'56" WEST, A DISTANCE OF 18.00 FEET; Tl-lENCE TO THE NORTH LINE OF SAID PLAT OF AVENIR, NORTI-1
36'20'04" EAST. A DISTANCE OF 80.00 FEET: THENCE ALONG SAID NORTI-t LINE, SOUTH 53'.39'56" EAST, A DISTANCE Of
40.00 FEET; THENCE DEPARTING SAID NORTI-t LINE, SOUTH 36"20'04" WEST, A DISTANCE OF 80.00 FEET: THENCE, NORTH
53'39'56" WEST, A DISTANCE OF t0.00 FEET; THENCE, SOUTH 36'20'04" WEST, A DISTANCE OF 315.01 FEET TO Tl-tE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 64-' 24' 30", HAVING A RADIUS OF 1039,00 FEET, HAVING AN ARC DlSTANCE OF 1167,98 FEET; THENCE, SOUTH 28'04'26" EAST, A DISTANCE OF 900.7J FEET TO THE BEGINNING OF' A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 29' 45' 14", HAVING A RADIUS OF 1252.00 FEET, HAVING AN ARC DISTANCE OF 650.17 FEET; THENCE, SOUTH 01'40'48" WEST, A DISTANCE OF' 1686.18 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 22' 45' 14", HAVING A RADIUS OF 972.00 FEET, HAVING AN ARC DISTANCE OF 386.0 FEET; THENCE, SOUTH 24'26'03" WEST. A DISTANCE OF 309.77 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 23' 12' 17", HAVING A RADJUS OF 1048.00 FEET,
HAVING AN ARC DISTANCE OF 424.44 FEET: THENCE, SOUTH 0113'45" WEST, A DISTANCE OF 2770.92 FEET; THENCE, SOUTH 0.1, J3'1" Vv'EST, A DISTANCE OF 3770.02 FEET: THENCE. SOUTH 88'46'29" EAST, A DISTANCE OF moo FEET;
THENCE TO THE. NORTH UNE OF TRACT R3, SOUTH 01·13•31" WEST, A DISTANCE OF 1).45 FEET; THENCE, NORTH 43'20'5.J WEST, A DISTANCE OF' 2.85 FEET TO THE POINT OF BEGINNING.

CONTAINING 151,585 SQUARE FEET, 3.480 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESERVATIONS, AND/OR RIGHTS-OF-WAY OF RECORD.

TOGETHER WllH:
A PORTION OF CONSERVATION AREA TRACT C-1 OF THE PLAT OF AVENIR, AS RECORDED IN PLAT BOOK 127, PAGE 85, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT THE NORTHEAST CORNER OF TRACT R3, AVENIR, AS RECORDED IN PLAT BOOK 127, PAGE 85 OF lHE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA: THENCE. SOUTH 43•20•53" EAST. A DISTANCE OF 4.27 FEET TO THE POINT OF BEGINNING; THENCE, NORTH 01·13'.31" EAST, A DISTANCE OF .3863.68 FEET; THENCE, NORTH 01'13'45" EAST, A DISTANCE OF 2770.92 FEET TO THE BEGINNING OF A CURVE TO Tl-tE RIGHT THROUGH A CENTRAL ANGLE OF 23' 12' 17", HAVING A RADIUS OF 957.00 FEET, HAVING AN ARC DISTANCE OF 387.58 FEET;  THENCE, NORTH 24'26'0.3" EAST, A DJSTANCE OF 309.77 FE.ET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 22' 45' 14'', HAVING A RADIUS OF 1063.00 FEET, HAVING AN ARC DISTANCE OF 422.15 FEET; THENCE. NORTH 01'40'48" EAST, A DISTANCE OF 1666.18 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 29' 45' 14", HA\i1NG A RADIUS OF 1343.00 FEET, HAVING AN ARC DISTANCE OF 697.42 FEET; THENCE, NORTH 28'04'26" WEST, A DISTANCE OF 900.73 FE.ET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 64' 24' 30", HAVING A RADIUS OF 946.00 FEET, HAVING AN ARC DISTANCE OF 1065.68 FEET

CONTINUED ON SHEET 2	SHEET 1 OF 12
CAULFIELD B WHEELER, INC.

M/ /J.

CIVIL ENGINEER! G
LANDSCAPE ARCHITECTURE - SURVEYING

DATE	05/02/2024

U/	7900 GLADES ROAD - SUITE JOO
BOCA RATO , FLORIDA 33l.3L

I

PHONE (561)-392-1991 / FAX (561)-750-ll.52

I

COCONUT BOULEVARD SEACOAST UTILITY AUTHORITY EASEMENT
SKET'Qt OF DESCRIPTION
L.====

DRAWN BY    RLF
F.8./ PG.	N/A SCALE AS SHOWN JOB NO.    7955

CONTINUED FROM SHEET 1

; THENCE, NORTH 36"20'04" EAST, A DISTANCE OF 315.01 FEET; THENCE, NORTH 53"39'56" WEST, A DISTANCE OF 5.00 FEET; THENCE TO THE NORTH LINE OF SAID PLAT OF AVENIR, NORTH 36"20'04" EAST, A DISTANCE OF 80.00 FEET; THENCE ALONG SAID NORTH LINE, SOUTH 53'39'56" EAST, A DISTANCE OF 40.00 FEET; THENCE DEPARTING SAID NORTH LINE, SOUTH 36'20'04" WEST. A DISTANCE OF 80.00 FEET; THENCE, NORTH 53'39'56" WEST. A DISTANCE OF 23.00 FEET; THENCE, SOUTH 36"20'04'' WEST, A DISTANCE OF 315.01 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 64" 24' 30", HAVING A RADIUS OF 936.00 FEET, HAVING AN ARC DISTANCE OF 1052.19 FEET; THENCE, SOUTH 28'04'26 EAST, A DISTANCE OF 900.73 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 29" 45' 14", HAVING A RADIUS OF 1355.00 FEET, HAVING AN ARC DISTANCE OF 703.66 FEET; THENCE, SOUTH 01'40°48" WEST, A DISTANCE OF 1666.18 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 22' 45' 14", HAVING A RADIUS OF 1075.00 FEET. HAVING AN ARC DISTANCE OF 426.92 FEET; THENCE, SOUTH 24"26'03" WEST, A DISTANCE OF 309,77 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 23" 12' 17", HAVING A RADIUS OF 945.00 FEET, HAVING AN ARC DISTANCE OF 382.72 FEET; THENCE, SOUTH 01'13'45" WEST, A DISTANCE OF 2770.92 FEET; THENCE, SOUTH 01'13'31" WEST, A DISTANCE OF 3870.42 FEET;
THENCE, NORTH 75·19'58" WEST, A DISTANCE OF 7.21 FEET; THENCE, NORTli 43'20'53" WEST, A DISTANCE OF 7.11 FEET TO THE POINT OF BEGINNING.

CONTAINING 151,999 SQUARE FEET, 3.489 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESERVATIONS. AND/OR RIGHTS-OF-WAY OF RECORD.

NOlES:
REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED Yt1TH A SURVEYOR'S SEAL.
LANDS SHOWN HEREON ARE NOT ABSTRACTED fQR RIGHTS-OF-WAY, EASEMENTS. OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD.
	BEARINGS SHOWN HEREON ARE RELATIVE TO A PLAT BEARING OF SOUTH 43'20'53" EAST ALONG THE NORTH LINE OF TRACT R3, AVENIR, AS RECORDEO IN PLAT BOOK 127 PAGE 85,
OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.
4,	DATA SHOWN HEREON WAS COMPILED fROM INSTRUMENTS OF RECORD AND DOES NOT CONSTITUTE A FIELD SURVEY AS SUCH.
CER11F1CA1E:
I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF DESCRIPTION OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO TI-IE BEST OF MY	OGE ANO BELIEF AS PREPARED UNDER MY DIRECTION ON MAY 2, 2024.
I FURTH		S SKE H OF DESCRIPTION MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER SJ	Au tt:tt--ci	FLORID	OARD OF SURVEYORS ANO MAPPERS PURSUANT TO FLORIDA STATUTES 472.027.

RONNIE L FURNISS, PSM PROFESSIONAL SURVEYOR AND MAPPER #6272
STATE OF FLORIDA - LB _13591	SHEET 2 OF 12	
CAULFIELD 8t WHEELER, INC.
@_cr!/!//J.	CIVIL ENGINEERING
U/	LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 33L3L
PHONE (561)-392-1991 I FAX (561)-750-IL.52				DATE 05 02 2024	
				DRAWN BY	RLF	
				F.B.	PG.	N A	
COCONUT BOIJL£VARD
SEACOAST UTILITY AUTHORITY EASEMENT
SKETO-f OF DESCRIPTION				SCALE	AS SHOWN
JOB NO.	7955	

··;---------------
1
V

··S-EE·S·H-EE·T-4-··

·-··-··-·· -·-

I	COD EASEMENT, SUBJECT TO RESERVATIONS AS RECORDED IN OFFICIAL RECORDS BOOK 30087,
PAGE 1697, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA

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AUTHORITY EASEMENT	I	I
UE -	UTILITY EASEMENT

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AVENIR SITE PLAN 3 - POD 7
(PB 1J1, PG, 139

SHEET 3 OF 12

W

CAULFIELD 8. WHEELER, INC.

DATE	05 02 2024

/ /J.
U/

CIVIL ENGINEERING LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100 BOCA RATO . FLORIDA 33l.3l
PHONE (561)-392-1991 / FAX (561)-750-1£.52

COCONUT BOULEVARD

DRAWN BY	RLF
F.B.	PG.		N A SCALE	AS SHOWN

SEACOAST UTILITY AUlHORtlY EASEMENT
SKETOI OF DESCRIPTION

JOB NO.	7955

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I	COD EASEMENT, SUBJECT	+--
I	TO RESERVATIONS AS
I	RECORDED IN OFFICIAL
I	RECORDS BOOK .30087,
I	PAGE 1697, PUBLIC
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EAST 1/4	CORNER SECTION 4

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SHEET 4 OF 12

CAULFIELD 8. WHEELER, INC.

DATE 05 02 2024

/

&!U!/ //J.	LANDSCA

CIVIL ENGINEERING
PE ARCHITECTURE - SURVEYI G

DRAWN BY	RLF

7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 3343L
PHONE (561)-392-1991 / FAX (561)-750-1452

COCONUT BOUL£VARD
SEACOAST UTILITY AUll-lORITY EASEMENT SKETCH OF DESCRIPTION

F.B.	PG.		N A SCALE	AS SHOWN
JOB NO.	7955

SEE SHEET 6

----------·,·-··-··--·-  .  ··-··-··-··
LEGEND:
L -  LENGTH
PB -  PLAT BOOK
PG -  PAGE
t:,. -	DELTA (CENTRAL) ANGLE R - RADIUS
SUAE -		SEACOAST UTILITY AUTHORITY EASEMENT
UE -  UTILITY EASEMENT
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---  ---■■-■■--•-··	·S-EE·S·HE-E·T ·4 -··
CAULFIELD a WHEELER, INC.
W

··---------
SHEET 5 OF 12
DATE 05 02 2024

/ /J.
U/

CIVIL ENGINEERING LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100
BOCA RATON, FLORIDA 3343l.
PHONE (561)-392-1991 / FAX (561)-750-1452

COCONUT BOUL£VARO

DRAWN BY	RLF
F.8./ PG.	N A
SCALE	AS SHOWN

SEACOAST UTILITY AUTHORtTY EASEMENT SKET0-1 OF DESCRIPTION

JOB NO.	7955

LEGEND:	·	SE-E -SH-E·ET-7··
L -	LENGTH
PB - PLAT BOOK PG - PAGE
6 -	DELTA (CENTRAL) ANGLE R - RADIUS
SUAE -		SEACOAST UTILITY AUTHORITY EASEMENT
UE - UTILITY EASEMENT

I
I
I
I	CONSERVATION AREA
I	TRACT C-1
I	(PB 127, PG, 85)
I I I
I
I
COD EASEMENT, SUBJECT --1--#--­
TO RESERVATIONS AS RECORDED IN OFFICIAL RECORDS BOOK 30087,
PAGE 1697, PUBLIC
RECORDS OF PALM BEACH COUNTY, FLORIDA
I
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I I I
I
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I	6=2312'17"	R=945.00'	£
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L=382.72' GRAPHIC SCALE
0	20	40
1	I	.I
( IN FEET )
1 INCH =	40	FT.
SEE SHEET 5
SHEET 6 OF 12	
CAULFIELD  B  WHEELER,  INC.
rlf/J/l,	CIVIL ENGINEERING LANDSCAPE ARCHITECTURE - SURVEYING
U/	7900 GLADES ROAD - SUITE 100
BOCA RATON, FLORIDA 3343L
PHO E (561)-392-1991 / FAX (561)-750-1452				DATE 05 02 2024
DRAWN BY	RLF	
				F.B.	PG.	N A	

COCONUT BOULEVARD SEACOAST UllUlY AUll-lORllY EASEMENT
SKETO-t OF DESCRIPTION				SCALE	AS SHOWN
JOB NO.	7955	

----,----------------
/

----SE-E-S-HE-ET--8

I

I	LEGEND:
I	L -  LENGTH
I	PB -  PLAT BOOK
I	PG - PAGE
I	11 -	DELTA (CENTRAL) ANGLE
I	R -  RADIUS
I	SUAE -	SEACOAST UTILITY
I	AUTHORITY EASEMENT
I	UE -  UTILITY EASEMENT

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CONSERVATION AREA lRACT C-1
(PB 127, PG. 85)

COD EASEMENT, SUBJECT ------.11--1-­
TO RESERVATIONS AS RECORDED IN OFFICIAL RECORDS BOOK 30087,
PAGE 1697, PUBLIC
RECORDS OF PALM
BEACH COUNTY, FLORIDA

I I I
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( IN FEET )

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-··-··--- •	-----·-sEESHEET  a··--·--·---  SHEETioF  12

@_&!!/

CAULFIELD  St  WHEELER,  INC.

DATE 05 02 2024 DRAWN BY	RLF

//J.
U/

CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE - SURVfYING
7900 GLADES ROAD - SUITE 100
BOCA RATON, FLORIDA 33L3L
PHONE (561)-392-1991 / FAX (561)-750-1452
COCONUT BOULEVARD

F.8./ PG.	N A SCALE AS SHOWN

SEACOAST UTILITY AUTHORITY EASEMENT
SKETai OF DESCRIPTION

JOB NO.	7955

-··-··-··

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PAGE 1697, PUBLIC
RECORDS OF PALM BEACH COUNTY, FLORIDA

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SEE SHEET 7	-

W

CAULFIELD & WHEELER, INC.

SHEET 8 OF 12
DATE 05 02 2024

/ /J.
U/

CIVIL ENGINEERING LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100 BOCA RATO , FLORIDA 33434
PHONE (561)-392-1991 / FA (561)-750-ll.52

COCONUT BOULEVARD

DRAWN BY	RLF
F.B.	PG.	N A
SCALE AS SHOWN

SEACOAST UTILITY AUTHORITY EASEMENT SKETCH Of DESCRIPTION

JOB NO.	7955

SEE SHEET 10

GRAPHIC SCAL£
0	20	40
l	1	'I
CONSERVAllON AREA	( IN FEET )
TRACT C-1	1 INCH =	40	FT.
(PB 127, PG, 85)

COD EASEMENT, SUBJEC TO RESERVATIONS AS RECORDED IN OFFICIAL RECORDS BOOK 30087,
PAGE 1697, PUBLIC
RECORDS OF PALM
BEACH COLIN TY, FLORIDA

LEGEND:
L -	LENGTH
PB -  PLAT BOOK
PG - PAGE
6 -	DELTA (CENTRAL) ANGLE
R -  RADIUS
SUAE - SEACOAST UTILITY AUTHORITY EASEMENT
UE -  UTILITY EASEMENT
-··-··-··SE-E ·SH·EET 8	==== SHEET ·9 ·O-F·1·2	
CAULFIELD 8. WHEELER, INC.
rJ!/!ff/	CIVIL ENGINEERING
U/	LANDSCAPE ARCH.ITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100 BOCA RATO , FLORIDA 331..31..
PHONE {561)-392-1991 / FAX {561)-750-ll.52				DATE 05 02 2024
DRAWN BY	RLF	
				F.B.	PG.	N A	

COCONUT BOULEVARD
SEACOAST UTILITY AUntORITY EASEMENT
SKETai OF DESCRIPTION				SCALE	AS SHOWN
JOB NO.	7955	

SEE SHEET 11

GRAPHIC SCALE

CONSERVATION AREA TRACT C-1
(PB 127, PG, 85)

0	20	40

1 

1
( IN FEET )
1 INCH =	40	FT.

LEGEND:

COO EASEMENT, SUBJECT "----4	­
TO RESERVATIONS AS RECORDED IN OFFICIAL RECORDS BOOK 30087,
PAGE 1697, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA

L -	LENGTH
PB - PLAT BOOK PG - PAGE
t:, -	DELTA (CENTRAL) ANGLE
R -  RADIUS
SUAE - SEACOAST UTILITY AUTHORITY EASEMENT
UE -  UTILITY EASEMENT

COCONUT BOUL£VARD SEACOAST UllUlY AUlHORllY EASEMENT
SKETaf OF DESCRIPTION

SEE SHEET 9
SHEET 10 OF 12
DATE	05 02 2024
DRAWN BY	RLF
F.B. PG.	N A SCALE AS SHOWN JOB NO. 7955

l

�<-o

A.1

�cl'-

SEE SHEET 12

·-·

GRAPHIC SCALE
a	20	40
I	._I
( IN FEET )
1 INCH =	40	FT.

.

CONSERVA110N AREA

.

lRACT C-1
(PB 127, PG, 85)

COD EASEMEN SUBJECT TO RESERVATIONS AS RECORDED IN OFFICIAL RECORDS BOOK 30087,
PAGE 1697, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA

SEE SHEET 10

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

CAULFIELD B WHEELER, INC.
tlf///J.		CIVIL ENGINEERING LANDSCAPE ARCHITECTURE - SURVEYING
U/	7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 33L.3L
PHONE (561)-392-1991 / FA  (56I)-750-ll.52			
COCONUT BOULEVARD
SEACOAST UTILITY AUlHORITY EASEMENT SKETCH OF DESCRIPTION			

SHEET 11 OF 12

DATE 05 02 2024 DRAWN BY	RLF
F.B.	PG.	N A
SCALE	AS SHOWN JOB NO.		7955

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COD EASEMENT, SUBJECT TO RESERVA ONS AS RECORDED IN OFFICIAL RECORDS BOOK .30087,
PAGE 1697, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA

N5Y39'56"W
18.00'

N5Y39'56"W- 5.00'

GRAPHIC SCALE

!

0	20	40

' 	I ( IN FEET )

SEE SHEET 11	LEGEND:
ORB -	OFFICIAL RECORDS BOOK PB - PLAT BOOK
PG -  PAGE
SUAE - SEACOAST UTILITY
AUTHORITY EASEMENT

1 INCH =	40	FT.

M

CAULFIELD 8, WHEELER, INC.

UE -  UTILITY EASEMENT

SHEET 12 OF 12
DATE 05 02 2024

U/ //J.

CIVIL ENGINEERING LANDSCAPE ARCHITECTURE - SURVEY! G
7900 GLADES ROAD - SUITE 100
BOCA RATON, FLORIDA 3343L
PHONE (561)-392-1991 / FAX (561)-750-11..52

DRAWN BY	RLF
F.8./ PG.	N A
SCALE	AS SHOWN

:ll====;;;;;SEA;;;;;;;;;;CO;;;;;;;;;;AST;;;;;SK;;;;;r;;;;;;;;;;u;;;;;;;;;;;;;;;;,.,eoo;;;;;g;;;;;LEV;;;;;ORl;;;;;r;;;;;n;;;;;;;;;;;;;;;;;;;;;;;;;EN;;;;;T;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;,III   L:;;;;;;;=====;!I

JOB NO.	7955

4Q

CAULFIELD & WHEELER IHC.
Consulting EnglnHrs, Sun1eyors. & undac1po Architects

Englne•rtng: EB0003591 Surnylng: LB0003591
landscape Architecture: LC0000318

pril . 2024	Proposal #04- 4-0 8

Mr . Virginia Cepero
enir C mmunit  De elopment Di trict
_50 I A Burn Road
Palm Beach Garden , FL 33410-5207

Re:	Agreement for profe	ional Agreement for profe siooal  er ices relating to the
"	VE  IR DI  O T	Fl	AL	LO. I  G - LAKE INTERCON	E T
DEDIC TIO 1" proj ct located in the	ity of Palm Beach Garden , Palm Beach County, Florida.

Dear Mrs. Cepero:

Thank	u for the opp rtunity to pre ent er ice for the "A	JR DIVO T	FI
D DI ATIO ••. The cope ofthi agreement i th	ubject property.

ith thi agreement fi r profes ional G-L K	I TERCO	CT

r ice of

OPE OF  ER ICE

KETCH OF DE CRIPTIO	FOR	IR DI  OSTA Fl	L	LO ING -
LAKE I TERCONNECT DEDIC TIO

on ultant hall prepare two ketcb and legal de cription for the proposed..		JR - DIVO T	F	L	I	-L KE I T R	TD	DI	TIO,	•. in accordan e with the tandard of Practi e et fi nh in Chapter J-17 adopted bJ the Florida		tate Board	f
Pr fe  i nal	r and Mappers. pur uant t	hapter 472.027 Florida	tatutes.
Fee	2,800.00

Ml CELLANEO	ERVICES

n other miscellaneous services outside the cope of th is contract. reque ted b the Clien will be performed at the pre ailing hourly rate ba ed upon a tual v ork p rforrned.

Boca Raton Office: 7900 Glades Road, Suite 100, &ca Raton, FL 33434 • Ph: 561-392·1991 • Fax: 561-750-1452
□Port St. Lucie Office: 410 S.E, Port St. Lucie Boulevard, Port St. Lucie, FL 34984 • Ph: 772-408-1920 • Fax: 772-408-1925

Page 2 -	pril 5. 20_4
Propo al #04-24-0
enir Community De	I pment District

Principal	$190.00/hr.
Expert Witne	Testim ny .................,...................................... 275.00/hr.
La er	anning	ur e	r \i	$250.00/hr.
GP	ur ey	r w	$165.00/hr.
Robotic	urve_	re	$140.00/hr.
Field	urve	re-. .................................................................... 140. 0/hr.
Profes i nal Land	urve	r...................................................... 140.00/hr.
ngineering Design	$140.00/hr.
Land cap Architect/ ite Planning	$135.00/hr.
C DD/Te hnician/Dra sperson............................................... I 00.00/hr. Offic Technician...................................................................... 75.00/hr.
Engineering In p ctor ............................................................... 90.00/hr.
Print  .........................................................................................$0.30/ .f.
ylars	$4.50/s.f.
F deral E pre /0 ernight Deli eri	ost plus 10%
Courier Deliv ri	Cost plus 10%
3.	GE E:RAL PRO l	10

f\.	The term of thi a0reement hall be effective for one (I) year from the dace o
e, e ution of thi contract and ma be renegotiated at the pti n of the	on ultant.
B.	R ceipt f this agreem nl ( ign db.	all partie	shall be on idered b	au Ifie Id &
heeler, Inc. a notice to pro eed.
tatement for the pr fe ional ervice rendered by	aulfield	he ler In . under this agre meot will be in	ic d month!. ba ed on a work-in-progres or
mplet d ba i and pa ment i due up n the	Ii nt' reteipt of th in	ic1:: r tatemem. In oice not paid v ithin 60 day of the date of the in oi
d emed delinquent.	pan any in oice or tatemenr becoming delinquent. Caulfield &	he I r, Inc. ma :
I.		D em thi agreement terminated.		h el r. In . and	Ii nt hall thereupon have no further right	r bligati n under this agreement and all fee and co t ow d b	lient through the date f tcnnination shall b immediate! due and pa able; and/or
iLhh Id all	rk product f	aulfield &	heeler, In . under this agr em nt. including all drawing , ur	_ . plats. rep rt . calculati n . pe ifications.
and all ther data. and not deli er the ame to the	lient, and di continue
performing and pro iding profes ional ervices under this prop	al until payment in full r all out tanding tatements i received: tile Ii n against the pr perty for all outstanding in

Page 3 -	pril . 2024
Propo al #04-24-038
Avenir	ommunity D	elopment Di trict

lient ackno ledges that	n ultant		ill not be held liable for an damag s incurred re ulting from Con ultant	ithholding work produ tor discontinuing er ic s due t d Iinquenc)' of pa ment of in oice on the part f the	Ii nt.
Caulfield &	he ler, Inc. ma r qL1est that the final tatement be paid simultaneou lywiththed Ii	I	 to the	lientofthefinal, orkproductdue und r thi agr ement.	 ee for	aulfield &	heel r. Inc.' profi	ional ervices under thi agr	ment and co t incurred hall be du and payable by Client whether or n l the	lient. for an. re· on. fail or elect not t pro	d
ith th Proj ct.

D.	The	lient hall be re pon ibl fi r the pa ment of all reimbursable item (i.e. blueprints. printing,	ngineering m tar . plat m lars. authorized travel, filing fee , permit . a	ment , or go	mmental related fee ).
he obligation t pro ide further er ice under thi agreement ma b terminated b either part up n re eipt of written notic	ithin e	n (7) day in the vent of a ub tantial failure b the other part top rform in ac ordance with the t rm hereof through no fault of the terminating par . In the vent of an tem,ination.
on ultant hall be paid for all er i e rendered to the date of termination including all reimbursable e ·pen e and tem1inating e penses.
	Revi ions and/or additional ervice requ sled out ide the cope of lhi agreement will be in oi ed at the pre ailinghourly rates.
	II electronic file are the property of	aulfi Id &	heeler, Inc. Hard opies of the data contained in the electronic til	ill b pro ided to	lient upon r quest.
Thi	greement ma be a igned to another entil up n pa ment in full f ut tanding in oice	em prior t the a ignm nt reque t.

PURSUANT TO FLORIDA STATUTE 558.0035, AN INDIVIDUAL EMPLOYEE OR AGENT MAY NOT BE HELD INDIVIDUALLY LIABLE FOR NEGLIGENCE.

Page 4 -	pri-l . _Q_4
Propo al #04-24-038
enir	ommunit De elopment Di tri t

Thi agreement. on isting of four (4) pages. repre ems the entire und r tanding betv een Caultield & Wheeler. In .. Con ultant: and	enir	mmunity Development Di trict	lient,
ith re pect to the proje t and ma onl be modified in writing igned b all partie .
incerely,
aulfield & Wheeler. Inc.

David P. Lindie . PL enior Vice Pre ident

/,:\PR<>P	L •BID l'cmJing\202-l\ Vl!nir Div s1a f inul l I I ing Lak lmcrconne ·L Dedicutitin-  enir DD.doc:-.

DESCRIPTION:

A PORTION OF TRACT LM4 OF THE PLAT OF AVENIR SITE PLAN 2 -  POD 5. AS RECORDED IN PLAT BOOK 129, PAGE 1, OF THE PUBUC RECORDS OF PALM BEACH COUNTY. FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT THE NORTHEAST CORNER OF TRACT 0-15, AVENIR SITE PLAN 3 - POD 8, AS RECORDED IN PLAT BOOK
1.31. PAGE 124, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, THENCE. SOUTH 87'08'04" WEST, A DISTANCE OF 178.0.3 FEET TO THE POINT OF BEGINNING; THENCE. SOUTH 89'58'04" EAST, A DISTANCE OF 116.63 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 58.00 FEET, THROUGH A CENTRAL ANGLE OF 89' so·
11", A DISTANCE OF 90.94 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, HAVING A RADIUS OF 668.00 FEET, THROUGH A CENTRAL ANGLE OF 19' 20' 34", A DISTANCE OF 225.51 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 332.00 FEET, THROUGH A CENTRAL ANGLE OF 22' 47' 50", A DISTANCE OF 132.10 FEET; THENCE, SOUTH OJ' 19' 24" WEST  A DISTANCE OF 126.79 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, HAVING A RADIUS OF 222.00 FEET, THROUGH A CENTRAL ANGLE OF 41° 33'  25", A DISTANCE OF 161.02 FEET TO THE BEGINNING OF A
CURVE TO THE RIGHT. HAVING A RADIUS OF 58.00 FEET, THROUGH A CENTRAL ANGLE OF 53" 08' 21", A DISTANCE OF
53.79 FEET TO THE BEGINNING OF A NON-TANGENTIAL CURVE TO THE RIGHT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 52' 11' 45". A DISTANCE OF 227.75 FEET, AND WHOSE LONG CHORD BEARS NORTH 22" 46' 29" WEST  A DISTANCE OF 219.95 FEET: THENCE. NORTH 03'19'24" EAST, A DISTANCE OF 126.79 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, HAVING A RADIUS OF 304.00 FEET, THROUGH A CENTRAL ANGLE OF 22" 47' 50", A DISTANCE OF 120.96 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 696.00 FEET. THROUGH A CENTRAL ANGLE OF 19' 20' 34". A DISTANCE OF 234.97 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, HAVING A
RADIUS OF 30.00 FEET. THROUGH A CENl'RAL ANGLE OF 89" so· 11", A DISTANCE OF 47.04 FEET: THENCE. NORTH 89'
58' 04" WEST	A DISTANCE OF 116.63 FEET TO THE BEGINNING OF A CURVE TO THE LEFT. HAVING A RADIUS OF 30.00 FEET. THROUGH A CENTRAL ANGLE OF 105' 44' 40", A DISTANCE OF 55.37	FEET TO THE BEGINNING OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 696.00 FEET. THROUGH A CENTRAL ANGLE OF 17" 58' 32'', A DISTANCE OF 218.36 FEET TO THE BEGINNING OF A CURVE TO THE LEFT. HAVING A RADIUS OF 300.00 FEET. THROUGH A CENTRAL ANGLE OF 27' 56' 06", A DISTANCE OF 146.27 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 25· 13' 26ff, A DISTANCE OF 1.32.07 FEET TO THE BEGINNING OF A CURVE TO THE LEFT. HAVING A RADIUS OF 390.00 FEET, THROUGH A CENTRAL ANGLE OF 52'  47' 28", A DISTANCE OF 359.34 FEET TO THE
BEGINNING OF A NON-TANGENTIAL CURVE TO THE RIGHT, HAVING A RADIUS OF 58.00 FEET, THROUGH A CENTRAL ANGLE OF 62' 43' 36", A DISTANCE OF 63.50 FEET, AND WHOSE LONG CHORD BEARS NORTH 77' oo· 22"	WEST	A DISTANCE OF
60 ..37 FEET TO THE BEGINNING OF A  COMPOUND CURVE TO THE RIGHT, HAVING A RADIUS OF 418.00 FEET. THROUGH A CENTRAL ANGLE OF 45' 11' 43". A DISTANCE OF 329.72 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, HAVING A RADIUS OF 272.00 FEET, THROUGH A CENTRAL ANGLE OF 25' 13' 26", A DISTANCE OF 119.74 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 328.00 FEET. THROUGH A CENTRAL ANGLE OF 27' 56' 06", A DISTANCE OF 159.92 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, HAVING A RADIUS OF 668.00 FEET, THROUGH A CENTRAL ANGLE OF 17' 58' 32", A DISTANCE OF 209.57 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
58.00 FEET, THROUGH A CENTRAL ANGLE OF 105' 44' 40". A DISTANCE OF 107.04 FEET TO THE POINT OF' BEGINNING.

CONTAINING 1.158 ACRES. MORE OR LESS.
SUBJECT TO EASEMENTS, RESERVATIONS. AND/OR RIGHTS-OF-WAY OF RECORD.

SHEET 1 OF 5	
CAULFIELD B WHEELER, INC.
MID		CIVIL ENGINEER! G LANDSCAPE ARCHITECTURE - SURVEYING
U/	7900 GLADES ROAD - SUITE 100 BOCA RA ON, FLORIDA 33434
PHO E (561)-392-1991 / FAX (561)-750-1452				DATE 04/02/2024
DRAWN BY	RLF	
				F.8./ PG.	N/A	

	SCALE	AS SHOWN
JOB NO.	7955	

NOTES:
REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEAL.ED Willi A SURVEYOR'S SEAL
LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS-OF-WAY, EASEMENTS, OWNERSHIP. OR OTHER INSTRUMENTS OF RECORO
	BEARINGS SHOWN HEREON ARE RELATIVE TO	PLAT BEARING OF NORTH 89"58'04" WEST ALONG THE SOUTH LINE OF TRACT 0-15, AVENIR SITE PLAN 2 - POD 5, AS RECORDED IN PLAT BOOK 129 PAGE 1, OF TuE PUBLJC RECORDS OF PALM BEACH COUNTY. FLORIDA.
DATA SHOWN HEREON WAS COMPILED FROM INSTRUMENTS Of RECORD AND DOES NOT CONSTITUTE A FIELD SURVEY AS SUCH.

CER11F1CATE:
I HEREBY CERTIFY TiiAT THE ATTACHED SKETCH OF DESCRIPTION OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY	. ,.=DGE AND BELIEF AS PREPARED UNDER MY DIRECTION ON APRIL 2. 2024.
I FURTI-i		S SKE H OF DESCRIP110N MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER SJ	A= -Q	FLORID	OARD OF SURVEYORS AND MAPPERS PURSUANT TO FLORIDA STA TUITT 472.027.

RONNIE L. FURNISS. PSM

PROFESSIONAL SURVEYOR AND MAPPER 1/6272
STATE OF FLORIDA - LB #,3591	SHEET 2 OF 5

t!!!/

CAULFIELD B WHEELER, INC.

DATE 04 02 2024

/J.
U/

CIVIL ENGINEERING LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 33L.3£.
PHONE (561)·392-1991 / FA (561)-750-1£.52

DRAWN BY	RLF
F.B./ PG.	A
SCALE	AS SHOWN

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JOB NO.	7955

R=58.00' 6=89"50'11" L=90.94'

R=30.00' 6=105"44'40" L=55.37'

R=30.00' 6=89"50'11" L=47.04'

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(PB 129, PG 1)

LEGEND:
CB -	CHORD BEARING CD - CHORD DISTANCE
L - LENGTH	GRAPHIC SCALE

I	I	I

PB - PLAT BOOK	O	20	40
PG - PAGE
t:,.-	DELTA (CENlRAL) ANGLE
R -  RADIUS	1	1.	.
SUAE - SEACOAST UTILITY
AUTHORITY EASEMENT	(	IN FEET )
UE - UTILITY EASEMENT	1 INCH =	40	FT.

109 8
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SHEET 3 OF 5

M

CAULFIELD 8. WHEELER, INC.
CIVIL ENGINEERING
///,	LANDSCAPE ARCHITECTURE - SURVEYING
U/	7900 GLADES ROAD - SUITE IOO BOCA RA O , FLORIDA 33434
PHONE (Sol)-392-I99I / FAX (561)-750-1 52

  ll======A='¥'EN=SKETQ,t=IR=SlIR;;;;;;:;;;;;;A;;;;;;  ;;;;;;DESCRIP;;;;;;LM;;;;;;:=-TI=:=00=!5======--11

=====

DATE	04 02 2024 DRAWN BY	RLF
F.B.	PG.	N A
SCALE	AS SHOWN JOB NO.		7955

I••

51

28'

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103

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(PB 129, PG 1)

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CB -	CHORD BEARING CD -	CHORD DISTANCE
L - LENGTH
PB - PLAT BOOK PG - PAGE
l::i. - DELTA (CENTRAL) ANGLE
R - RADIUS
SUAE - SEACOAST UTILITY
AUTHORITY EASEMENT UE - UTILITY EASEMENT
CAULFIELD  B..  WHEELER, INC.
tJ!!/

GRAPHIC SCALE
0	20	40
!	I	I
( IN FEET )
1 INCH =	40	fT.
SHEET 4 OF 5
DATE 04 02 2024

/ fl U/

CIVIL E GINEERI G
LANDSCAPE ARCH TEC URE - SURVEYING 7900 GLADES ROAD - SUITE 100 BOCA RATO , FLORIDA 33t..34
PHONE (561)-392-1991 / FAX (561)-750-1452

DRAWN BY	RLF
F.8./ PG.	N A
SCALE	AS SHOWN

L!;ll======A=VEN=SKETCH=l=R=Sl=Ji=  =  =  =u,=:=;=TI=:=00=5=====  11I.!;;;;;;=====

JOB NO.	7955

-

••	••
28'

SEE SHEET 4	-••-...,-••--- ••-••-••-•

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------··-	28'

lRACT W4
(PB 129, PG 1)

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GRAPHIC SCALE

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0	20	40
i	I
( IN FEET )

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

/ /

I

1,//,'/ I

1 INCH =	40	FT.

R=58.00' 6=62·43•35" L=63.50'
CD=60.37'

I ,	/
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CB=N7T00'22"W-.,c---  ------

'to

CAULFIELD B WHEELER, INC.

U/

/ /l

C VIL ENGINEERING LANDSCAPE ARCHITECTURE - SURVEYING
7900 G	DES ROAD - SUITE 100 BOCA RATON, FLORIDA 3343l
PHONE (561)-092-1991 / FAX (561)-750-1452

L!;ll======A= = ='R=SITR;;;;;;:;;;;;;A;;;;;; ;;;;;;DESCRl;;;;;;LM;;;;;;i;;;;;;p;;;;;;-TI;;;;;;:;;;;;;

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00=5=====;;;;;;!.1I11.!;;;;;;=====;;;

SHEET 5 OF 5
DATE 04 02 2024 DRAWN BY	RLF
PG.	N A
SCALE AS SHOWN
;;;;;!JJOB NO.	7955

DESCRIPTION:

A PORTION OF TRACT RL OF THE PLAT OF AVENIR SITE PLAN 3 - POD 6, AS RECORDED IN PLAT BOOK 131, PAGE 130. OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEING MOR£ PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT THE SOUTHEAST CORNER OF SAID TRACT , AVENIR SITE PLAN 3 - POD 6, AS RECORDED IN PLAT BOOK 131, PAGE 130 OF THE PL!BLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE, NORTH 19"18'1J" EAST, A DISTANCE OF 101.04 FEET TO THE POINT OF BEGINNING: THENCE. NORTH 41'25'29" WEST, A DISTANCE OF 86.68 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFi 1l-1ROUGH A CENTRAL ANGLE OF 05' 27' 11", HAVING A RADIUS OF 260,00 FEET. HAVING AN ARC DISTANCE OF 24.75 FEET. AND WHOSE LONG CHORD BEARS NORTH 19· 46' 52" EAST FOR A DISTANCE OF 24.74 FEET TO l'HE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 02· J2' .34", HAVING A RADIUS OF 540.00 FEET. HAVING AN ARC DISTANCE OF 23.96 FEET; THENCE, SOUTH 41'25'29" EAST. A DISTANCE OF 92.21 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT 11-iROUGH A CENTRAL ANGLE OF
07' 47' 14". HAVING A RADIUS OF 340.00 FEET. HAVING AN	RC DISTANCE OF 46.21 FEET, AND WHOSE LONG CHORD BEARS SOUTH 25· 02· 16" WEST FOR A DISTANCE or 46.18 FEET TO THE POINT OF BEGINNING.

CONTAINING 0.087 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESERVATIONS, AND/OR RIGHTS-OF-WAY OF RECORD.

NOlES:
REPRODUCTIONS OF THIS SKETCH ARE NOT VAUD UNLESS SEALED 'MTH 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	PLAT BEARING OF SOUTH 29'24'47" WEST ALONG TI-IE WEST UNE OF TRACT 0-IJ, AVENIR SITE PLAN .3 - POD 6, AS RECORDED IN PLAT BOOK 131 PAGE 130, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.
DATA SHO'M-l HEREON WAS COMPILED FROM INSTRUMENTS OF RECORD AND DOES NOT CONSTITUTE A FIELD SURVEY AS SUCH.
CER11F1CAlE:
I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF DESCRfPTION OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY	DGE AND BELIEF AS PREPARED UNDER MY DIRECTION ON APRIL 1, 2024.

I FURTH		S SKE H OF DESCRIPTION MEETS THE STANDARDS OF PRACTICE SIT FORTH IN CHAPTER 5J	A11.ui:-1'eo--&	FLORID	OARD OF SURVEYORS AND MAPPERS PURSUANT TO FLORIDA STATUTES 472.027.

RONNIE L. FURNISS. PSM PROFESSIONAL SURVEYOR AND
MAPPER f/6272
STATE OF FLORIDA - LB HJ591	SHEET 1 OF 2

CAULFIELD & WHEELER. INC.

/ fl

C VIL ENGINEERING LANDSCAPE ARCHITECTURE - SURVEYING

&!!)

DATE 04 01 2024

U/	7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 33L..3L
PHONE (561)-392-1991 / FAX (561)-750-1452

L!;ll=====;;;;A;;;;  ;;;;SK;;;;  ;;;;RLAKE;;;;;;;;;1E;;;;Of;;;; ;;;; =CON;;;;3;;;;;;;;; E;;;;?=;;;;8======;;;;;!.III   L!;;;;;=====;;;;;;;;J

DRAWN BY	RLF

F.8./ PG. N A SCALE AS SHOWN JOB NO. 7955

GRAPHIC SCAL£
0	20	0

I	I
( IN FEET }
1'INCH =	40	Ff.

I

TRACT W4
(PB 129, PG 1)	I

I

I

R=540.00' 6=2"32'34" L=23.96'

//,
I 72•1

4
1)

I

R=340.00'
'	6=r47'14"

I I	,'
I

L=46.21' CD=46.18'
B=S25"02'16"W

CAULFIELD & WHEELER, INC.

ID

C VIL ENGINEERING

U/

LANDSCAPE ARCH TECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 3343£.
PHONE (Sbl)-392-I991 I FAX (561)-750-1452

COO LAKE INTERCONNECT

TRACT W4
(PB 129, PG 1)

NT OF MENCMENT CORNER
ACT R1

LEGEND:
CB -	CHORD BEARING CD -	CHORD DISTANCE
L - LENGTH
PB - PLAT BOOK PG - PAGE
6. - DELTA (CENTRAL) ANGLE R - RADIUS
SUAE - SEACOAST UTILITY
AU1li0RITY EASEMENT UE - U11LITY EASEMENT
SHEET 2 OF 2
DATE	04 01 2024
DRAWN BY	RLF
F.B./ PG.	N A
SCALE	AS SHOWN

ll======A=\€N=IRS=KSElT=a1-1EO=FPDLEASCNRI=P=TIOJN=-=POD==8======ll L;;;;;;;;;;;;;=====;;;.J

JOB NO.	7955

DESCRIPTION:

A PORTION OF TRACT LM, OF THE PLAT OF AvENIR SITE PLAN 3 - POD 7, AS RECORDED IN PLAT BOOK 131, PAGE 139, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY. FLORIDA, BEING MORE PARllCULARL Y DESCRIBED AS FOLLOWS:

BEGINNING AT THE SOUTHEAST CORNER OF SAID TRACT LM, THENCE, ALONG THE SOUTH LINE OF SAID TRACT LM, NORTH
89.58'04" WEST, A DISTANCE OF 180.88 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT, HAVlNG A RADIUS OF 58.00 FEET; THROUGH A CENTRAL ANGLE OF 97' 23' 4-7", A DISTANCE OF 98.59 FEET TO THE BEGINNING OF A COMPOUND CURVE TO THE RIGHT, HAVING A RADIUS OF 332.00 FEET, THROUGH A CENTRAL ANGLE OF 06' 57' 49", A DISTANCE OF
40.35 FEET; THENCE, NORTH 14· 23' 32" EASi	A DIS ANCE OF 86.07 FEET TO THE BEGINNING OF A CURVE TO THE LEFT. HAVING A RADIUS OF 668.00 FEET. THROUGH A CENTRAL ANGLE OF 14' 2.1· 06", A DISTANCE OF 167 ..32 FEET; THENCE. NORTH oo· 02' 26H EAST	A DISTANCE OF 81.96 FEET TO THE BEGINNING OF A CURVE TO THE LEFT. HAVING A RADIUS OF 217.00 FEET. THROUGH A CENTRAL ANGLE OF 84' 48' JO", A DISTANCE OF 321.20 FEET; THENCE, NORTH 84. 46' 04" WEST	A DISTANCE OF 184.52 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT. HAVING A RADIUS OF 33.3.00
FECT, THROUGH A CENTRAL ANGLE OF 19· 1.3' 51". A DISTANCE OF 111.77 FEET: THENCE, NORTH 55· 32' 13" WEST A DISTANCE OF 113.49 FEET TO Tl-IE BEGINNING OF A CURVE ro THE LEFT. HAVING A RADIUS OF 672.00 FEET, THROUGH A
CENTRAL ANGLE OF 09" 47' 45", A DISTANCE OF 114.89 FEET; THENCE. NORTH 75' 19' 58" WEST  A DISTANCE OF 28.73 FEET TO THE BEGINNING OF A CURVE TO THE LEFT. HAVING A RADIUS OF 217.00 FEET, THROUGH A CENTRAL ANGLE OF J9' 4.3' 28", A DISTANCE OF 150.45 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 78.00 FEET, THROUGH A CENTRAL ANGLE OF 95· 19' 46", A DISTANCE Of 129.78 FEET: THENCE, NORTH 75· 50'  32"  EAST  A
DISTANCE OF 28.21 FEET TO THE BEGINNING OF A NON-TANGENTIAL CURVE TO THE LEFT, HAVlNG A RADIUS OF 50.00
FEET, THROUGH A CENTRAL ANGLE OF 92• 11' 26", A DISTANCE OF 80.45 FEET, AND W'HOSE LONG CHORD BEARS SOUTH 68' 57' 43" EAST  A DISTANCE OF 72.05 FE.ET TO THE BEGINNING OF A CURVE TO THE RIGHT, HAVING A RADIUS Of
245.00 FEET, THROUGH A CENTRAL ANGLE OF .39' 4.3' 28".  DISTANCE OF 169.86 FEET; THENCE. SOUTH 75' 19· 58" EAST A DISTANCE OF 28.73 FEET TO THE BEGINNING OF A CURVE TO THE R!GHT, HAVING A RADIUS OF 700.00 FEET, THROUGH A CENTRAL ANGLE OF 09' 47' 45''. A DISTANCE OF 119.68  FEET; THENCE, SOUTH 65" 32' 13" EAST  A DISTANCE OF 11.3.49 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, HAVING A RADIUS OF 305.00 FEET, THROUGH A CENTRAL ANGLE OF 19• 13' 51''. A DISTANCE OF 102.37 FEET: THENCE, SOUTH 84' 46' 04"  EAST  A DISTANCE OF 184,52
FEIT TO THE BEGINNING OF A CURVE TO THE RIGHT, HAVI G A RADIUS OF 245.00 FEET, THROUGH A CENTRAL ANGLE OF
84.  48'  30", A DISTANCE OF .362.65 FEET;  THENCE, SOUTH oo· 02·  28"  WEST  A DISTANCE OF 81.96 FEET TO THE
BEGINNING OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 696.00 FEET, THROUGH A CENTRAL ANGLE OF 14' 21' 06", A DISTANCE OF 174.34 FEET, THENCE, SOUTH 14· 2.3' 32" WEST  A DISTANCE OF 86.07 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, HAVING A RADIUS OF 304.00 FEET. THROUGH A CENTRAL ANGLE OF 05· 57' 5r,  A DISTANCE OF
36.95 FEET TO THE BEGINNING OF A COMPOUND CURVE TO THE LEFT, HAVING A RADIUS OF 30.00 FEET. THROUGH A
CENTRAL ANGLE OF 9T  23' 43", A DISTANCE OF 51.00 FEET; THENCE, SOUTH 89' 58' 04" EAST  A DISTANCE OF 180.88 FEET 10 THE BEGINNING OF A CURVE TO THE LEFT. HAVING A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE OF 92• 58' 44", A DISTANCE OF 48.68 FEET TO THE BEGINNING OF A COMPOUND CURVE TO THE LEFT, HAVING A RADIUS OF
304.00 FEET, THROUGH A CENTRAL ANGLE OF 08' 18· 2r.  A DISTANCE OF 44,08 FEET; THENCE, NORTH 11' 15' 15" WEST A DISTANCE OF 140.76 FEET TO THE BEGINNING OF A CURVE l'O THE RIGHT, HAVING A RADIUS OF 696.00 FEET. TI-iROUGH A CENTRAL ANGLE OF 11· 17' ,,H. A DISTANCE OF 137 10 FEET; THENCE, NORTH oo· 01' 56" EAST  A DISTANCE OF 77.05 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT. HAVING A RADIUS OF 244.00 FEET, THROUGH A CENTRAL ANGLE OF 43" 28' 59", A DISTANCE OF 185.18 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, HAVING .A RADIUS OF 50.00 FEET. THROUGH A CENTRAL ANGLE OF 78. 51' 43", A DISTANCE OF 68.82 FEET; THENCE. NORTH 54· 39' 15" EAST  A DISTANCE OF 28.00 FEET TO n-tE BEGINNING OF A NON-TANGENTIAL CURVE TO THE RIGHT, HAVlNG A RADIUS OF 78.00 FEET. THROUGH A CENTRAL ANGLE OF 78. 51' 42", A DISTANCE OF 107.36 FEET, AND W'HOSE LONG CHORD BEARS SOUTH 04' 05'  05"  WEST  A DISTANCE OF 99.08 FEET TO THE BEGINNING OF A CURVE TO lliE LEFT, HAVING A RADIUS OF
216.00 FEET, THROUGH A CENTRAL ANGLE OF 43' 28' 59".  DISTANCE OF 163.93 FEET; THENCE, SOUTH oo· 01' 56'' WEST A DISTANCE OF 77.05 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, HAVING A RADIUS OF 668.00 FEET, THROUGH A CENTRAL ANGLE OF 11" 17' 11", A DISTANCE OF 131.59 FEET; THENCE. SOUTH 11' 15' 15" EAST  A DISTANCE OF 140.76 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT. HAVING  RADIUS OF 332.00 FEET, THROUGH A CENTRAL ANGLE OF 08· 18' 23", A DISTANCE OF 48.1.3 FEET TO THE BEGINNING OF A COMPOUND CURVE TO THE RIGHT, HAVING A RADIUS OF 58.00 FEET. THROUGH A CENTRAL ANGLE OF 92' 58'  48 . A DISTANCE OF 94."'12 FEET TO THE POINT OF
BEGINNING.	SHEET  1  OF  6
CONTAINING 1.622 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS. RESERVAllONS, AND/OR RIGHTS-OF-WAY OF RECORD.	
CAULFIELD 8. WHEELER. INC.
b!i/	CIVIL ENGi EERING
/ fl	LANDSCAPE ARCHITECTURE - SURVEYING
U/	7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 3343£.
PHONE (Sol)-392-199I / FAX (56I)-750-ll..52				DATE 04/01/2024	
				DRAWN BY	RLF	
				F.8./ PG.	N/A	
	SCALE	AS SHOWN
JOB NO.	7955	

NOlES:
I.	REPRODUCTIONS OF THIS SKETCH ARE OT VALID UNLESS SEALED 'MTH 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 89"58'04" WEST ALONG 11,E SOUTH UNE OF TRACT LM, AVENIR SITE PLAN .3 - POD 8, AS RECORDED IN PLAT BOOK 1.31 PAGE 124, OF E	PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.
DATA SHOWN HEREON WAS COMPILED FROM INSTRUMENTS OF RECORD AND DOES NOT CONS11TVTE A FIELD SURVEY AS SUCH.
CERTIFlCATE!
I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF 'DESCRIPTION OF THE HEREON• DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY_.-,_.,.uc.DGE AND BELIEF AS PREPARED UNDER MY DIRECTION ON APRIL 1, 2024.
f FURTH	S SKE H OF DESCRIPTION MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER
SJ	A	FLORID	OARD OF SURVEYORS AND MAPPERS PURSUANT TO FLORIDA STATUTES 472.027.

RONNIE L. FURNISS, PSM PROFESSIONAL SURVEYOR MD
MAPPER f/6272
STATE OF FLORIDA - LB #.3591	SHEET 2 OF 6	
CAULFIELD B. WHEELER	INC.
&:/ff1l.	CVIL ENGINEERING
U/	LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100
BOCA RATO , FLORIDA .3.34.3t.
PHONE (561)-.392-1991 /  AX (561)-750-1452		

L:;;;;;======--		DATE	04 01 2024
DRAWN BY	RLF
F.B.	PG.	N A
SCALE	AS SHOWN
JOB NO.	7955	

,;ll======A= =Sk=, =:= =;= =citsCPJ=LM=J=;=:===7=======:.1I1				

 

l

R•696.00' ll-14"21'06. l•174.34'

R•696.00' b-11,,·11· L-137.10'

_  

		SEE SHEET_4 	 _

4

R•668.00' ll-14"21'06· l•167.32'

R•668.00' A-11,1·11· l•131.59'

lRACT W
(PB 131, PG 139)

GRAPHIC SCALE

R•304.00'

'I	

0	20	40
!
(  IN	FEET )
1 INCH =	40	FT.

POINT OF BEGINNING SE CORNER TRACT LM

ll-818'27• l•44.08'

28'

	180.88'	

SOUTH LINE OF
TRACT LM
BEARING BASIS)

42..33' DE
·o•·w	1 Io.aa·

'tn

CAULFIELD a WHEELER, INC.

U/

/fl

CIVIL E GINEERING
LANDSCAPE ARCHITECTURE - SURVEY! G 7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 33434
PHONE (561)-,92-1991 / FA (561)-750-U.52

L:;ll======A;;;;  ;;;;SKETa-l;;;;IR=Sl=\=A=PJ.AN=ciEsCR=LM=J='p=-ll====7=====;;;;;;;;;!Jll       =====;;;;;;!I

DATE 04 01 2024
DRAWN BY	RLF
F.8./ PG.	N A
SCALE AS SHOWN
JOB NO.	7955

SHEET 3 OF 6

 

SEE SHEET 5	SEE SHEET 6

R•245.00' c\-84"48'30" L•362.65'

R•244.00' ll-43"28'59" L•185.18'

R•217.00' c\-84"48'30· L•321.20'
,-....
6	28'

0

C	co	co

TRACT W
(PB 131, PG 139)

28'

TRACT 0-t

C0

CL_..

0,

,.,, Ol

-C-0

........

...

Ol
z	(.!)	i

GRAPHIC SCALE

(.)	.

<C a..	....J (.!)  3

0	20	40

....J ...:
--CL

	. I-	a.. Ico

N

pN	<(	;;;	N

l	l l 

8

-	8	CD  p

28'

C/)	z	.e:,
z

II)

( IN FEET )
1 INCH =	40	FT.

<C

ll-14"21'06" L•167.32'

R•668.00'

4

5	28'

DATE 04 01 2024 DRAWN BY	RLF
F.B./ PG.	N A
SCALE	AS SHOWN

JOB NO.

7955

R•696.00' ll-14"21'06. L•174.34'

R•696.00' b-1 ,,1·11• L•137.10'

R•668.00' A-11,1·11· L•131.59'

L:;;;;======;;;;;;;;:J

---	SEE SHEET 3

CAULFIELD 8. WHEELER, INC.
CIVIL E GI EERING

U/

/ /J.

LANDSCAPE ARCHITECTURE - SURVEY! G 7900 GLADES ROAD - SUITE 100 BOCA RATO , FLORIDA 33£.3£.
PHO E (561)-392-1991 / FAX (561)-750-1452

L:;ll======A= =Sl<ETCH=IR=Sl=i=c:= =6£5CR=LM=3=1P=-TI====7=====;;;;;;;;;.III

SHEET 4 OF 6

TRACT W
(PB 131. PG 139)

R=305.00' 6=19.13'51" L=102.37'

(PB 131, PG 139)

11

TRACT W
(PB 131, PG 139)

GRAPHIC SCALE

S84•46•04•E	184.52'

N

I		TRACT LM zl	(PB 131. PG 139)

0	20	40
i	I

:::J

N84"46'04•w	co

' ( IN FEET )

:I:
I
<I 1Q

C'4
I

184.52'

1 INCH =	40	FT.

:II

0	9
t-
CJ
<
AVENIR SITE PLAN 3 POD -	7
(PB 1.31, PG 1.39)
I	I

M

CAULFIELD 8. WHEELER, INC.

SEE- SHEET-4-

DATE	04 01 2024

DRAWN BY
F.B./ PG.

RLF
N A

SCALE	AS SHOWN

JOB NO.

7955

SHEET 5 OF 6

//J.
U/

CIVIL E GINEERING LANDSCAPE ARCHITECTURE • SURVEYING
7900 GLADES ROAD - SUITE 100
BOCA RATO . FLORIDA 33W4
PHO E (561)-392-1991 / FAX (561)-750·1452

L!;ll======AVEN;;;;;Sl<ET'Ot=IR;;;;;Sl;;;;;  ;;;;;OF;;;;;A  ;;;;;  ;;;;;LM=3;;;;;;11;;;;;:;;;;;00=7=====  11  L!;;;;;;=====;;:,.i

I	I
\
I
I
\
wl
CD\
o:: I
t-  I
I
II

m
'.::?
.....J (!)

R•78.00'
6-78"51'42. L•107.36' C0•99.08'
•S04'05'05•w
t")
z

N75"50'32•E
I	28.21'
I	I	I
\	I	I	R•78.00'
I	I	lb-95i9'46·

TRACT W

R•24-4.00'

a.

<

().,.:
'.::?

a.

CD
... ,.

< J

a..

U)

I
(l)oC
et::: a..

0
I"')
.....
(.!)

r---20-·

1-+-r---...  k,

1\	\	\ l•129.78'

6-43°28'59.

l•185.18'

z	... ,.

:ct:

SUAE I	\ '

R•50.00'
6-92,1'26· l•80.45'
co-12.os·
•S68"57'43•E

R•24-5..00'
6-39"43'28. l•169.86'

TRACT W
(PB 131, PG 139)

IC)

l,!;

TRACT PARK
R•78.00'	GRAPHIC SCALE 6-9519•46.	 0	20	40
L•129.1e·r	I	I	I
(  IN FEET )
l INCH =	40	FT_

I

X

16	,w

TS

V)
w
,w
,V>
I
I
Ii

		

L;;;;;;.=====;;;;;;;J	

11 ======A;;;;;; ;;;;;;SKETai;;;;;;IR=Sl;;;;;; = ;;;;;;T;;;;;;l.M;;;;;;J;;;;;;;;;;;;;TI;;;;;;==;;;;;;7======--II		

SHEET 6 OF 6
DATE	04 01 2024
DRAWN BY	RLF
F.B. PG.	N A SCALE AS SHOWN
LJ;O=B =N=O.===;7;9;5:5.J

DESCRIPTION:

ALL OF TRACT 0-7, OF THE PLAT OF AVENIR srn: PLAN 3 - POD 7, AS RECORDED IN PLAT BOOK 131, PAGE 139, OF ll-!E PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.

CONTAINING 0,790 ACRES, MORE OR LESS
SUBJECT TO EASEMENTS, RESERVATIONS, AND/OR RIGHTS-OF'- AY OF RECORD.

NOTES:
1	REPRODUCTIONS OF Tl-HS SKETCH ARE NOT VALID UNLESS SEALED 'MTH A SURVEYOR'S SEAL.
LANDS SHO'M'l 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 75'19'58" WEST ALONG THE NORTH LINE OF TRACT 0-7, AVENIR SITE PL N 3 - POD 7, AS RECORDED IN PLAT BOOK 131 PAGE 139, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.
DATA SHOWN HEREON WAS COMPILED FROM INSTRUMENTS OF RECORD AND DOES NOT CONSTITUTE A FJELD SURVEY AS SUCH.
CERTIFlCATE:
I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF DESCRIPTION OF THE HERE.ON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY	EDGE AND BELIEF AS PREPARED UNDER MY DIRECTION ON APRIL 1, 2024.
I FURTH		S SK		H OF DESCRIPTION MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER SJ	A	FLORID	OARD OF' SURVEYORS AND MAPPERS PURSUANT TO FLORIDA STAnJTES 472.027.

PROFESSIONAL SURVEYOR AND MAPPER #6272
STA TE OF FLORIDA - LB ,f3591

M

CAULFIELD 8. WHEELER, INC.

SHEET 1 OF 3
DATE	04 01 2024

I/l
U/

CIVIL E GI EERING LANDSCAPE ARCH TECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100
BOCA RATO , FLORIDA 33l.3L
PHONE (561)-392-1991 / FAX (561)-750-1452

DRAWN BY	RLF
F.B.	PG.		N A SCALE	AS SHOWN

1!I1======,.=  ==1R=  =:=,.=JUN=DESCR1=0-=/=P=  =;=oo=========--1I L!;;;;;;======;!J

JOB NO.	7955

0
(0
,-
t')

Ol
st'
«i-
co

AVENIR	I
CONSERVATION AREA	I

I

TRACT C-1	I
(PB 127, PG. 85)

I I

N75•

CV

T'RA/;·sa··w
(Pe rJ,	LI.I
PG 1J9)

I
I
I

n

I

.	TRACT W	I

Q)

0)	(PB 131, PG 1.39)	I

\
\o
l .-
I
,	...J

1--- co

a

lf')N
II
N...J

--

I

I

GRAPHIC SCALE	I
z	a	20	40

\	I	I
IN FEET )	I
1 INCH =	40	FT

w O'I1
m c., I
a::: CL I
t	11
<	CD I
I
I

5,S"S

I	1
I -I
I	I

LEGEND:
DE - DRAINAGE EASEMENT PB - PLAT 800
PG - PAGE
SUAE - SEACOAST UTIUTY
AUTHORITY EASEMENT
UE - UTILITY EASEMENT

I I	i

rJ!!/

CIVIL ENGINEER! G LANDSCAPE ARCHITECTURE - SURVEYING

CAULFIELD & WHEELER, INC.

SHEET 2 Of 3

DRAWN BY	RLF

DATE	04 01 2024

/ /J.

U/	7900 GLADES ROAD - SUITE \00 BOCA RATON, FLORIDA 33434
PHONE (561)-392-1991 / FAX (561)-750-1452

L:;ll======A;;;;   ;;;;SKETCH;;;;l;;;;R;;;;Sl;;;;:;;;;c};;;;   ;;;;TOESCRIP;;;;o-=   ;;;;-;;;;11;;;;:;;;;00=7======.111L:;;;;;======.t

F.8./ PG. N A SCALE AS SHOWN JOB NO.    7955

I				

AVENIR		
I
I				CONSERVATION AREA TRACT C-1		
				(PB 127, PG, 85)		
				NORTH LINE OF		
				PARCEL A-2		
				AVENIR		
				(PB 127, PG, 85)		

TRACT W
(PB 131. PG 1.39)		

11	
					SITE PLAN 3 POD	6	
					(PB 131. PG 130)	

GRAPHIC SCALE		/	
LEGEND:	
		0	20	40			PB - PLAT BOOK	
					PG - PAGE	

l	1	1	I
(  IN FEET )
INCH =	40	fl_			SUAE - SEACOAST UTILITY
AUTHORITY EASEMENT UE - UTILITY EASEMENT
SHEET 3 OF 3	
CAULFIELD & WHEELER, INC.
t!!iIf/l	CIVIL ENGINEERING
U/	LANDSCAPE ARCHITECTURE - SURVE ING
7900 GLADES ROAD - SUITE 100 BOCA RATO , FLORIDA 33434
PHONE (561)-392-1991 / FAX (56I)-750-ll.52				DATE	04 01 2024
DRAWN BY	RLF	
				F.B.	PG.	N A	
	SCALE	AS SHOWN
JOB NO.	7955	

CAULFIELD & WHEELER IHC.
Consulllng E119lntors, Sun,oyo,., & Land&capo Arclllt ti.

4Q
Englnoo,1ng1EB0003591 Smvoylng: L6000369 I
tndstapc Atchlloctu,o: LC0000318

April 15, 2024	Propo al (14-24-094

Virginia Cepero
Avenir Community Development Di trict 250 I A Bums Road
Palm Beach Garden , f	_,3410-5 07

Re:	Agreement for professional Agreement for professional services relating to
"AVE IR TOW	CE TER	TILITY EA EMENT 11 project located in the City of Palm Beach Garden , Palm Beach	ounty, Florida (Job #7955).
Dear Mrs. Cepero:

Thank y u fi r the oppottunity to pre cnt. ou with thi agreement for profes ional services for the" VE IR T	TER	TlLITY	A ·M	T "project. The scope of this agreement is to provide profes ional	ur		ing ·ervices ofth		ubj ct propert .

SCOP	OF  ERVICE

	KETCH OF DE	RlP IO	FOR	VENlR TOWN CE TER UTILITY EA EME T
Consultant shall prepare a sketch and legal de cription for a 1 0' wide Bypas Road Utility Easement in accordance with the Standard of Practice set forth in Chapter 51·17 adopted by the Florida tate Board of Professional Surve ors and  appcr . pursuant to hapter 472.027 Florida
'tatlllC ,

e	650.00

Ml	ELL	EO	SERVT E

ny other misc llaneou	r i e	ut ide the scope of thi contract, request db	the Client, will be perfonned at the prevailing houri rates ba ed upon actual work performed.

Boe-a Raton Offlc•: 7900 Glades Road, Suite 100, Boca Raton, FL 33434 • Ph: 561·392°1991 • Fax: 561-750-1452
□Port St. Lucie Office: 410 S.E. Port St. Lucie Boulevard, Port St. Lucllt, FL 34984 • Ph: 772-408-1920 • fa•: 772-408·1925

Pag 2 -April I 5 2024
Proposal #04-24-094
Avenir Community De elopment Di trict

Principal	$190.00/hr,
E pert Witness Te timon_	$275.00/hr.
Laser  canning  urvey Crew	$250.00/hr.
GP • urvey Cre	$165.00/hr.
R botic	ur ey Crcv ................................................................ 140.00/hr.
Field	urvey Crew ....................................................................$1 0.00/hr.
Professional Land	urveyor	, 140.00/hr.
Engi11eering Design	$140.00/hr.
Landscap Archit cV ite Planning	135.00/hr.
ADD/Techni ian/Draftsperson	I 00.00/hr.
Offi	·1echnician	$75.00/hr.
ngineering Inspc tor	$90.00/hr.
Print	$0.30/s.f.
M Jars	$4.50/s.f.
Federal ·xpres /0 ernight Dclivcrie ......................................Cost plu 10% ourier Deli erie ..................................................................... o l plus I 0%
GENERAL PROVISIO S

he terms of this agreement ha II b
·e ut.ion of th is contract and may b
B. Receipt of this agrecrn nt ( igned by Wheeler, Inc. a notice to proce d.

ffective for nc ( I	ear fr m the date of renegotiated at the option of the	onsultant. ll partie ) shall be considered by		aulfield &

tatement fi r the pr fi ssional	 r ices rendered by	aulfidd,	h eler, Inc. under this agreement		ill be in	iced monthl	based on a work-in-progrcs or ompleted basis and payment i du upon the Client' receipt of the invoi e or talcment. In oiccs not paid	ith in 60 davs of the date of lhc invoice hal I be deemed delinquent.	pon an inv i e or statement becoming delinquent	aulfield & Wheeler Inc. ma :

I.		Deem this agrccm nt terminated. Caulfield & Wheeler, [nc. and	lient hall th reupon have no further right or obligations under thi agreement and all fees and o ts o cd b. Client through Lhc date of termination shaJl be
imm diately due and pa abl : and/ r
2.		Withhold all w rk produ t of	aulfield & Wheeler. Inc. under this agreement. includin° al.I drawing	sur e , plats, repon	calculations, specificati ns
and all other data, and not deli er the am to the	lient, and di	ntinue performing and pro iding profi	ional services under thi propo al until payment in full of all out randing tatements i recei ed· file lien against the property for all outstanding in oices.

Page 3 - April 15 2024
Proposal #04-24-094
Avenir Community De clopment District

lient a knowledge. that Consultant	ill not be held liable for any damage incurred resulting from	n ultant withholding	ork product or discontinuing ervicc due to dclinquen		of pa ment of invoice on the patt of the	lient.

Caulfield & Wheeler lnc. may request that the final statement be paid simultaneously with the deli e	10 the	lient of the final work product due under thi agreement. Fees for Caulfield & Wheeler. lnc.'s professional ervice und r this agreement and costs incurred shall be due and payable b
Ii nt	hether or not th Client. Ii ran	reason, fails or elects not to proceed ith the Project.
The	lient hall be re ponsible for the payment of all r imbursable item	i.e. blueprints, printing	ngineering m lar . plat m lars, authorized tra el, filing fee , permits. asse mcnt •. r go crnmental related fee ).
	The obligation lo pro ide further ervice under this agreement may be terminated by either patty upon receipt of written notice within seven (7) days in the event of a substantial failure by the other party lo perform in accordance with the terms hereof through no fault of the tenninating part . In the event of any termination,
on ultant hall be paid for all s r ice rendered to the date of termination including all reimbur able expen e and lenninating expen e .
	Re isio11s and/or additi nal s rvice r qu sted out ide the cope of thi agre ment will be invoiced at the prevailing houri rates.
	All electroni file arc the property of	au Ifield & Wh eler, In . Hard copies of the data contained in tbc electronic file \: ill be provided to	lient upon r quest.
Thi	greement may b a sign d to another entity upon payment in full of out landing invoices sent prior to the a ignment request.
PURSUANT TO FLORIDA STATOTE 558.0035, AN INDIVIDUAL EMPLOYEE OR AGENT MAY NOT BE HELD JNDIVIDUALLY LIABLE FOR NEGLIGENCE.

Page 4 - April 15 2024
Propo al #04-24-094
Ave11ir	ommunir Development Distri

This agreement, consi ting of four (4) pages, repre ent th entire understanding between aulfield & Wheeler (nc. Consultant· and	nir	ommunity De clopment Di trict.	lient,
with respect to the pr ject and ma only be m difi din writing sign d by all partie .

Caulfi Id & Whe

incerely
David P. Lindi	PL cni r Vice President

by:
ommunity Development Di trict

-------,---;;.. 	

:\PR PO AL -01D \Pending 024\A emir J'own Center Oypa Road Utility Easemenr-J\venir DD.docx

LEGAL DESCRIPTION:
A PORTION OF TRACT R2 TOGETHER WITH A PORTION OF TRACT BAND TRACTC, AVENIR TOWN CENTER, AS RECORDED IN PLAT BOOK 135, PAGE 141 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, LYING IN SECTION 15, TOWNSHIP 42 SOUTH, RANGE 41 EAST, CITY OF PALM BEACH GARDENS, PALM BEACH COUNTY, FLORIDA, BEING MORE PARilCULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT R2, AVENIR TOWN CENTER PLAT, AS RECORDED IN PLAT BOOK 135, PAGE 141 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE ALONG THE BOUNDARY OF SAID TRACT R2, ALONG A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 28° 42' 10", HAVING A RADIUS OF 261.00 FEET, HAVING AN ARC DISTANCE OF 130.75 FEET;
THENCE SOUTH oo· 00' 00" EAST, A DISTANCE OF 396.85 FEET TO THE BEGINNING OF A CURVE TO THE
RlGHTTHROUGH A CENTRAL ANGLE OF 90° 00' 00", HAVING A RADIUS OF 64.00 FEET, HAVING AN ARC DISTANCE OF 100.53 FEET; THENCE NORTH 90° 001 0011 WEST, A DISTANCE OF 1197.00 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 68° 40' 23",
HAVING A RADIUS OF 146.00 FEET, HAVING AN ARC DISTANCE OF 174.99 FEET, AND WHOSE LONG CHORD BEARS SOUTH 34" 20' 04" WEST FORA DISTANCE OF 164.70 FEET THENCE SOUTH oo· 00' 08"
EAST, A DISTANCE OF 156.46 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF so· 00' 08", HAVING A RADIUSOF 79.00 FEET, HAVING AN ARC DISTANCE OF 110.31 FEET; THENCE SOUTH so·001 00" WEST, A DISTANCE OF 146.38 FEET; THENCE SOUTH 49• 41' 04" EAST, A DISTANCE OF 12.99 FEET; THENCE NORTH so· 00' 00" EAST, A DISTANCt OF 138.08 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF so·00' 08", HAVING A RADIUS OF 89.00 FEET, HAVING AN ARC DISTANCE OF 124.27 FEET; THENCE NORTH oo· 00' 08" WEST, A
DISTANCE OF 156.46 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE
OF 67° 53' 36\ HAVING A RADIUS OF 136.00 FEET, HAVING AN ARC DISTANCE OF 161.15 FEET; THENCE NORTH go• 00' 00'1 EAST, A DISTANCE OF 32.93 FEET; THENCE SOUTH oo· 00' 00'' EAST, A DISTANCE OF
8.00 FEET; THENCE NORTH 90° 00' 00" EAST, A DISTANCE OF 10.00 FEET; THENCE NORTH 00° 00' 00" EAST, A DISTANCE OF 8.00 FEET; THENCE NORTH 90° 00' 00" EAST, A DISTANCE OF 995.65 FEET; THENCE SOUTH 00° 00' 001' EAST, A DISTANCE OF 5.33 FEET; THENCE NORTH 90° 00' 0011EAST, A DISTANCE OF
10.00 FEET; THENCE NORTH oo· 001 00" EAST, A DISTANCE OF 5.33 FEET; THENCE NORTH 90° 00' 00"
EAST, A DISTANCE OF 146.50 FEET TO THE BEGINNING, OF A CUR.VE TO THE LEFT THROUGH A CENTRAL ANGLE OF05° 09' 46", HAVING A RADIUS OF 74.00 FEET, HAVING AN ARC DISTANCE OF 6.67 FEET;
THENCE SOUTH oo· 00' oo·•EAST, A DISTANCE OF 378.14 FEET; THENCE NORTH 90° 00' 00" WEST, A
DISTANCE OF 8.00 FEET; THENCE SOUTH 00° 00' 00" EAST, A DISTANCE OF 10.00 FEET; THENCE NORTH 90° 00' 00" EAST, A DISTANCE OF 18.00 FEET; THENCE NORTH oo· 00' 0011WEST, A DISTANCE OF 389.74 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 76°
59' 2S", HAVING A RADIUS OF 74.00 FEET, HAVING AN ARC DISTANCE OF 99.44 FEET, ANO WHOSE LONG CHORD BEARS NORTH 38° 29' 42" EAST FOR A DISTANCE OF 92.12 FEET; THENCE NORTH 00° 00' DO" WEST, A DISTANCE OF 396.85 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 29° 16' 56", HAVING A RADIUS OF 251.00 FEET, HAVING AN ARC DISTANCE OF
128.28 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT THROUGH A CENTRALANGLE OF 01° 28' 47", HAVING A RADIUS OF400.00 FEET, HAV,ING AN ARC DISTANCE OF 10.33 FEET, AND WHOSE LONG CHORD BEARS NORTH 75" 311 25" WEST FOR A DISTANCE OF 10.33 FEET TO THE POINT OF BEGINNING.

CONTAINING 0.649 ACRES, MORE OR LESS.

SAID LANDS SITUATE IN THE CITY OF PALM BEACH GARDENS, PALM BEACH COUNTY, FLORIDA.

SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS-OF-WAY OF RECORD.

LEGAL DESCRIPTION:

A PORTION OF TRACT R2 TOGETHER 'MTH A PORTION OF TRACT B AND TRACT C, AVENIR TOWN CENTER, AS RECORDED IN PLAT BOOK 1.35, PAGE 141 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, LYlNG IN SECTION 15. TOWNSHIP
42 SOUTH, RANGE 41 EAST, CITY OF PALM BEACH GARDE S. PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT R2, AVENIR TOWN CENTER PLAT, AS RECORDED IN PLAT BOOK 1.35, PAGE 141 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE ALONG THE BOUNDARY OF SAID TRACT R2, ALONG A CURVE TO THE LEFT THROUGH A CENTRAL A CLE OF 28" 42' 10", HAVING A RADIUS OF 261.00 FEET,
HAVING AN ARC DISTANCE OF 130.75 FEET: THENCE SOUTH oo· oo· 00"  EAST, A DISTANCE OF 396.85 FEET TO THE
BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 90" 00' 00", HAVING A RADIUS Of 64.00 FEET, HAVING AN ARC DISTANCE OF 100.53 FEET: THENCE NORll-1 90' oo· oo· WEST, A DISTANCE OF 1197.00 FEET TO THE
BEGINNING OF A NON-TANGENT CURVE  TO THE LEFT THROUGH A CENTRAL ANGLE OF 68" 40' 23", HAVING A RADIUS OF
146.00 FEET, HAVING AN ARC DISTANCE OF 174.99 FEET, AND WHOSE LONG CHORD BEARS SOUTH :34" 20' 04" WEST FOR A DISTANCE OF 164.70 FEET: THENCE SOUTH oo· oo' 08" EAST, A DISTANCE OF 156.46 FEET TO THE BEGINNING OF A CURVE TO THE. RIGHT THROUGH A CENTRAL ANGLE OF 80' 00' OB'', HAVING A RADIUS OF 79.00 FEET, HAVING AN ARC
DISTANCE OF 110.31 FEET; THENCE SOUTH 80' oo· 00" WEST. A DISTANCE OF 146.38 FEET; THENCE SOUTH 49• 41' 04" EAST, A DISTANCE OF 12.99 FEET; THENCE NORTH 80" oo· 00" EAST, A DISTANCE OF 138.08 FEET TO THE BEGINNING OF A CURVE TO THE LEFT TI-lROUGH A CENTRAL ANGLE OF 80· oo· OB", HAVING A RADIUS OF 89.00 FEET, HAVING AN ARC DISTANCE OF 124.27 FEET: THENCE NORTH oo· oo· 08"  WEST, A DISTANCE OF 156.46 FEET TO THE BEGINNING OF A
CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF sr 53' 36", HAVING A RADIUS OF 136.00 FEET, HAVING AN ARC
DISTANCE OF 161.15 FEET; THENCE NORTH 90' 00' 00" EAST, A DISTANCE OF 32.93 FEET; THENCE SOUTH oo· 00' oo" EAST, A DISTANCE OF 8.00 FEET; THENCE NORTH 90' 00' oo" EAST, A DISTANCE OF 10.00 FEET: THENCE NORTH oo· oo· 00" EAST, A DISTANCE OF 8.00 FEET: THENCE NORTH 90' oo· 00" EAST, A DISTANCE OF 995.65 FEET; THENCE SOUTH oo· oo· 00" EAST, A DISTANCE OF 5.33 FEET: THENCE NORT  go· 00' 00'' EAST, A DISTANCE OF 10,00 FEET; THENCE NORTH oo· oo' 00" EAST, A DISTANCE OF 5.33 FEET: THENCE NORTH 90" oo· 00" EAST, A DISTANCE OF 146.50 FEET TO THE BEGINNING OF A CURVE TO THE LEFT Tl-lROUGH A CENTRAL ANGLE OF os· 09' 46", HAVING A RADIUS OF 74.00 FEET, HAVING AN ARC DIST ANGE OF 6.67 FEET: THENCE SOUTH oo· 00' oo" EAST, A DISTANCE OF 378.14 FEET; TI-lENCE NORTH 90' oo· 00"  WEST, A DISTANCE OF 8.00 FEET: THENCE SOUTH oo· oo· oo· EAST, A DISTANCE OF 10.00 FEET; THENCE
NORTH go· oo' oo" EAST. A DISTANCE OF 18.00 FEET: THENCE NORTH oo· oo· oo" WEST, A DISTANCE OF 389.74 FEET TO
THE BEGINNING OF A NON-TANGENT CURVE  TO 1rlE LEFT THROUGH A CENTRAL ANGLE OF 76" 59' 25", HAVING A RADIUS OF 74.00 FEET, HAVING AN ARC DISTANCE OF 99.44 FEET, AND WHOSE LONG CHORD BEARS NORTH 38' 29' 42'' EAST FOR A DISTANCE OF 92.12 FEET; THENCE NORTH oo· oo· 00"  WEST, A DISTANCE OF 396.85 FEET TO THE BEGtNNING OF A
CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 29' 16' 56", HAVING A RADIUS OF 251.00 FEET, HAVING AN ARC DISTANCE OF 128.28 FHT TO THE BEGINNING OF A NON-TANGENT CURVE  TO THE LEFT THROUGH A CENTRAL ANGLE OF 01' 28' 47", HAVING A RADIUS OF 400.00 FEET, HAVING AN ARC DISTANCE OF 10.33 FEET, AND WHOSE LONG CHORD
BEARS NORTH 75' 31' 25" WEST FOR A DISTANCE OF 10.33 FEET TO THE POINT OF BEGINNING.

CONTAINING 0.649 ACRES, MORE OR LESS.
SAID LANDS SITUATE IN THE CITY OF PALM BEACH GARDENS, PALM BEACH COUNtv, FLORIDA.
SUBJECT TO EASEMENTS, RESTRlCTIONS, RESERVATIONS. COVENANTS, AND RIGHTS-OF-WAY OF RECORD.

AUVTEINLIIRTYTOEVA.SWEMCEENNTlER	II
ILI!;======;;;SK;;;ETCH==OF=DESCR=;;;l;;;Pll;;;ON=======;;;;;;;;;;;:J   L:;;;;;;;;=====

SHEET 1 OF 5
DATE 4/15/2024
DRAWN BY	RLF
F.B./ PG. N/A SCALE AS SHOWN JOB NO.    7955

NOTES:
REPRODUCTIONS OF THIS SKE1CH ARE NOT VALID UNLESS SEALED 'Mn-I 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" WEST ALONG TI-1E NORTH LINE OF TRACT R2, AVENIR TOWN CENTER, AS RECORDED IN PLAT BOOK 1.35 PAGE 141,
OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.
DATA SHOWN HEREON WAS COMPILED F'ROM 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	EDGE AND BELIEF AS PREPARED UNDER MY DIRECTION ON APRIL 15, 2024.

I FURTH		S SKE H OF DESCRIPTION MEETS n-JE STANDARDS OF PRACTICE SH FORTH IN CHAPTER SJ	AD	FLORID	OARD OF SURVEYORS ANO MAPPERS PURSUANT TO FLORIDA STATUTES 472.027.

RONNIE L. FURNISS, PSM PROFESSIONAL SURVEYOR AND MAPPER #6272
STATE OF FLORIDA - LB #3591

L;ll=======SK=  =  =u=''h;;;;;OF;;;;;  ;;;;;:=SCR=cg:='p=r=ON=========;;;!JII  L!;;;;;======;;!J

SHEET 2 OF 5
DATE	4 15 2024
DRAWN BY	RLF
F.B./ PG.	N A SCALE AS SHOWN JOB NO. 7955

LEGEND
- DELTA CENTRAL ANGLE AC -	ACRES
CB - CHORD BEARING CD - CHORD DISTANCE
L -	ARC LENGTH PB - PLAT BOOK PG - PAGE
R -	RADIUS

POINT OF BEGINNING -"""""""'.r
NORTHWEST CORNER
OF TRACT R2
(PB 135, PG 141)

_//	TRACT R1
R=-400.00' ZPB	127, PG, B5)
b=1"28'47.
L•10.33'	TRACT 0-26
C0=10.33'	(PB 12B, PG, .35)
a-N1s·31•2s·w

64'

40'

AVENIR PARCEL A-3
(PB 127, PG 85)

u,	z

8	8

g a. ii
8. 8■O►
l"1	:e --i
:::0
C..	C.. N
co	co
o,	en

-., 	
ID :iJ
fl'..,
"00

.

Cl I
........
ii
►
AVENIR SITE

II)
I-

3i
IzJ.J
::J
:::c
<
2

GRAPHIC SCALE
0	50	100
!	i	I
( IN FEET )
1 INCH=	100	FT.
NORTH LINE TRACT R2	o.
(BEARING BASIS)
N90'00'00•w	1197.00'
N90'00'00•E
995.65'	S00'O0'oo·E
5.33'
TRACT B	N90"00'00•E
COMMERCIAL SITE	10.00'
15.511 AC	NOO'O0'oo•E
5.33'

R•64.00' t.-90-00·00· L•100.53'

146.50'
N90"0o'oo·E
R•74.00' b-5"09 46
l•6.67'
SOO'O0'oo•E
378.14'

o	PLAN 1 -	POD 1

.!..	(PB 128, PG 35)

R•74.00'
t.-76"59'25. L•99.44' C0•92.12'
CB-N38"29'42•E
I

MATCH LINE SHEET 5

CAULFIELD a WHEELER, INC.

/ /J.

CIVIL ENGINEERING LANDSCAPE ARCHITECTURE - SURVEYING

W

SHEET 3 OF 5

DRAWN BY	RLF

DATE	4 15 2024

U/	7900 GLADES ROAD - SUITE 100
BOCA RATON, FLORIDA 33434
PHONE (561)-392-1991 / FAX (561)-750-IL.52

L;ll=======SK= = = =JR;;;;; ;;;;;TO;;;;; ;;;;;E;;;;;SCR;;;;;cg;;;IP;;;;;f;;;;;ON========;JII  L:;;;;;;======--

F.B. PG. N A SCALE AS SHOWN JOB NO.    7955

TRACT C
\	HOTEL SITE

AVENIR
PARCEL A-3
(PB 127, PG 85)

R•146.00'
/J-68•40•23•
L-174.99' CD-164.70'
CB-S34"20'04•w

II)

t:I

NORTH LINE TRACT R2	....
(BEARING BASJS)
N90"00'00•w	1197.00'
N90"00'00•E N00"O0'OO•E  995.65' :::J
a.co·	0
N90"00'00•E	2<
10.00'
SOO"OO'OO•E
8.00'

3.082  AC	10·
g(I)	gz

8?

UI	Uld
!'>o

N90"00'00•E
32.93'

0c»$•
l"1•

c•tco»
=e•

-

\

·su.r.£
lRACT.._

\

0.382 .4.C

LEGEND

R•89.00'
ts-80"00'08"
L-124.27'

TRACT A
COMMERCIAL SITE
22.541 AC

GRAPHIC SCALE

t:,, - DELTA CENTRAL ANGLE AC -	ACRES
CB -	CHORD BEARING CD - CHORD DISTANCE
L -	ARC LENGTH PB - PLAT BOOK PG - PAGE
R -  RADIUS

0	50	100
1	I	I
( IN FEET )
1 INCH =	100	FT.

SHEET 4 OF 5
 DATE	4 15 2024 
 DRAWN BY	RLF 
F.B./ PG.		N A  SCALE	AS SHOWN

L:;ll=======Sl(=A=r=  =JR=  =TO=  =SEM=SCR=CEN=  =r=ON========::::.1I1L::::::=====::::.I

JOB NO.	7955

•

AVENIR
-	PARCEL A-3

,,,

LI.I I
z
::J
gl	

O>
-l>-_	f	N90"00'00•E	995.65'
TRACT R2	LzI.I	
				Ol	::J	
				-	

i1	1

(PB 127, PG 85)	8
N90-00'00•w	1197.00'	m

I	<

lRACT A
COMMERCIAL SITE
22.541  AC

,r

TRACT B

COMMERCIAL SITE
15.511 AC

MATCH LINE SHEET 3

'Z

IZ

GRAPHIC SCALE
0	 50	100

TRACT B
COMMERCIAL SITE
15.511  AC

•

-

.,c.,.o,.

s

•I.a.I

,....

•

oi

54'

I	I	!

N9o-oo·oo·w	g	•g
8.00'

( IN FEET )	0	s

1 INCH =	100	FT.
LEGEND
AC -	ACRES
-  CENTERLINE
t::. -	DELTA CENTRAL ANGLE L -	 ARC LENGTH
PB -  PLAT BOOK
PG - PAGE
R -  RADIUS

0	g
SOO"OO'OO•E	z

10.00'
No
<!

0,-

N90'00'00•E	t-N

ui

18.00'	<f!:N

AVENIR SITE	_
PLAN 1 -	POD 1
(PB 128, PG 35)

SHEET 5 OF 5

t!!!J

CAULFIELD S WHEELER, INC.

DATE	4/15/2024

/ /J U/
;

CIVIL E GINEERING LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 33L3L..
PHONE (561)-392-1991 / FAX (561)-750-1452
AVENIR TOWN CENTER	II

DRAWN BY	RLF
F.B./ PG.	N/A
SCALE	AS SHOWN

IlI1======SK  ;;;;;; ;;;;;U;;;; =EASEM DE SCR=  i ON=======;;;;;;;;;;J  l!;;;;;;======J

JOB NO.	7955

FPL

WR# 12495537

UNDERGROUND DISTRIBUTION FACILITIES INSTALLATION AGREEMENT

This Agreement, made this 10 day of April, 2024 by and between AVENIR COMMUNITY DEVELOPMENT DISTRICT (hereinafter called the Customer) and FLORIDA POWER & LIGHT COMPANY, a corporation organized and ex,stIng under the laws of the Stale of Florida (hereinafter called FPL).

WITNESSETH

Whereas, the Customer has applied to FPL for underground distribution facilities to be instalfed on Customer's property Known as Avenir- Phase 6 located in Palm Beach Gardens/Palm Beach.
(City/County)

That for and in consideration of the covenants and agreements herein set forth. the parties hereto covenant and agree as follows:

	The Customer shall pay FPL a Contribution in Aid of Construction of $131,041.89 (the total Contribution) to cover the differential cost between an underground and an overhead system. This is based on the currently effective tariff filed with the Florida Public Service Commission by FPL and is more particularly described on Exhibit A attached hereto

	Thal a credit of $7,286.41 shall be provided to the Customer for trenching, backfilling, installation of Company provided conduit and other work, as shown on E)(hibit B, if applicable, and approved by FPL. If such credit applies. the resultlng Contribution cash payment shall be $123,755.48.

	The contribution and credit are subject to adjustment when FPL's tariff is revised by the Florida Public Service Commission and the Customer has requested FPL to delay FPL's scheduled dale of 1nstall13·on. Any additional costs caused by a Customer's change in the Customer's plans submitted to FPL on which the contribution was based shall be paid for by the Customer, The contribution does not include the cost of conversion of any existing overhead lines to underground or the relocation of any existing overhead or underground facilities lo serve the property identified above.

4  That the Contribution provides for 277/480 volt. three phase (1201240 volt. single phase for URD subdivisions) underground electrical service with facilities located on private property in ea.sernents as required by FPL. The contribution ts based on employment of rapid production techniques and cooperation to eliminate conflicts with ot,her utilities. Underground service, secondary. and primary conductors are to be of standard FPL design, in conduit, and with above-grade appurtenances.

That the payment of the Conltibution does not waive any provisions of FPL's Electric Tariff.

If the property is subject to an underground ordinance, FPL shall notify the approprfate governmental agency that satisfactory arrangements have been made with the Customer as specified by FPL.

Tille to and ownership of the facilities installed as a.result of !his agreement shall al all times remain the property of FPL.

That good and sufficient easements, including legal descriptions and survey work to produce such easements, and mortgage subordinations required by FPL for the installation and maintenance of Its electric distribution facilities must be granted or obtained, and recorded, at no cost to FPL, prior to trenching, installation and/or construction of FPL facilities. FPL may require mortgage subordinations when the Customer's property, on which FPL will install ,ts facilities, is mortgaged and (1) there are no provisions in the mortgage that the lien of the mortgage will be subordinate to utility easements, (2) FPL's easement has not been recorded prior to the recordation of the mortga_ge, (3) FPL's facilities are or will be used to serve other parcels of property, or (4) other circumstances exist which FPL determines would make such a subordination necessary.

The Customer shall furnish FPL a copy of the deed or other suitable document. which contains a full legal description, and exact name of1he legal owner to be used when an easement is prepared, as required by FPL.
	The Customer shall furnish drawings, satisfactory to FPL, showing the location of exlsting and proposed structures on the Customer's construction site, as required by FPL.

Should for any reason, except for the sole error of FPL, FPL's facilities not be constructed within the easement, FPL may require the customer to grant new easements and obtain any necessary mortgage subordinauons to cover FPL's installed facilities, at no cost to FPL. and FPL will release the existing easement Mortgage subordinations will be necessary in this context when 1) the Customer's property on which FPL will Install Its facilities ls mortgaged, 2) there are no provisions in the mortgage for subordination of the lien of the mortgage to utility easements, or 3) FPL's facilities are or will be used to serve other parcels of property.

Before FPL cao begin )ts engineering work on the underground erect.nc distribution facilities. the Customer shall provide FPL with the ro11ew1ng.
Paving. grading, and drainage plans sho'Ning all surface and sub-surface drainage satisfactory to FPL,

A construction schedule.

An estimate of when electric service will be required, and

Coples or the Customer's final construction plans as well as other construction drawings (plot, site, sewage, electrical, etc.) requested by FPL plats provided by the Customer must be either recorded by the circuit clerk or other recording officer or prepared and certified as meeting the
requirements for recording (except approval by the governing body) by a registered land surveyor.
Prior to FPL construction pursuant to this agreement, the Customer shall:
Clear the FPL easement on the Customer's property of 1ree stumps, all trees, and other obstructions that contnct 'Nith construction, Including the dra nage of all flooded areas. The Customer shall be responsible for clearing, compacting, boulder and large rock removal, stump removal, paving and addressing other special conditions. The easement shall be graded to within six inches of final grade with soil stabilized.
Provide property line and comer stakes, designated by a licensed surveyor. to establish a reference for localing the underground cable trench route in the easement and addltfonal reference points when required by FPL Also, the Custorner shall provide slakes identifying the location, depth. size and type facility of all nbn-FPL unde(ground facilities within or near the easement where FPL distribution facillt1es 'Nill be installed. The Customer shall maintain these stakes, and if any of these stakes are lost, destroyed or moved and FPL requ11es their use, the Customer shall replace tne stakes at no c:ost lo FPL, unless the stakes are lost, destroyed or moved by an agent employee, contractor or subcontractor of FPL, In which case FPL will pay the Customer the cost of replacing the stakes.
It Is further understood and agreed that subsequent relocation or repair of the FPL system, once Installed. will be paid by the Customer if said relocation or repair ls a result or a change in the grading by the Customer or any of the Customer's contractors or subcontractors from the time the underground facilities were installed: and, that subsequent repair to FPL's system, once Installed, will be paid by the Customer if said repair is a result of damage caused by the Customer or any of the Customer's contractors or subcontractors.
Provide sufficient and timely advance notice @Q days) as required by FPL, for FPL to install its underground distribution facilities prior to the installation of paving, landscaping, sodding, sprinkler systems, or other surface obstructions, In the absence of sufficient coordination, as determined by FPL, by the Customer, all additional costs for trenching and backfilling shall be paid by the Customer, and none of the costs of restoring paving, landscaping, grass, sprinkler systems and all other surface obstructions to their original condition, should they be installed prior to FPL's facilities, shall be borne by FPL
Pay for all additional costs Incurred by FPL which may Include, bUt are not limited to, engineering design, administration and relocation expenses, due to changes made subsequent to this agreement on the subdivision or development layout or grade.
	Provide applicable lfenChlng, backfilling, installation of Company provided conduit and other work in accordance with FPL specifications more particularly described on Exhibit B attached hereto Al tne discretion or FPL, either correct any discrepancies. Within two (2) working days. found in the Installation that are inconsistent with the Instructions and specifications attached to this agreement or pay !he associated cost lo correct the Installation 'Nithin thirty (30) days of receiving the associated bill, and in either case, reimburse Pl ror costs associated with lost crew time due to such discrepancies.
g) Provide a meter enclosure, downpipe and ell whlch meet all appUcable codes and FPL specifications and which will accommodate FPL's service cable size and design, These items must be confirmed with FPL prior to purchase. FPL will not be responsible for costs Involved ln modifying or replacing items Which do not meet lhe above criteria.

FPLshall:
Provide the Customer with a plan showing the location of all FPL underground facllilles, point of delivery, and transrormer locations and specifications requ1red by FPL and to be adhered to by the Customer_
Install, own, and maintain the electric distribution facilities up to the designated point of delivery except when otherwise noted.
Request the Customer to participate in a pre-construction conference with the Customer's contractors. the FPL representatives and other ulllrtles within six (6) weeks or the start of construct on. At the pre-construction conference, FPL shall provide the Customer with an estimate of the date when servlce may be provided.

This Agreement Is subject to FPL'.s Electric Tariff, including but not limited to the General Rules and Regulations for Electric Service and the Rules of the Florida Public Service Commission, as they are now wntten, or as they may be revised, amended or supplemented.

This agreement shall inure to the benefit of, and be binding upon, the successors and assigns of the Customer and FPL.

The Customer and FPL will coordinate closely In fulfilling obligations ln order to avoid delays ,n providing permanent electric service at the time of the Custome(s receipt of a certificate of occupancy,

Accepted:

For FPL (Date)

Witness	(Date)

NOTIFICATION OF FPL FACILITIES

Customer/Agency Avernr Comrnun1ty Development Districj Developer/Contractor Name Ballbe & Associates, Inc.
Location of ProjectCoconut Blvd and Bypass Rd FPL Representative Victoria Suarez Developer/Contractor Representaflve Carlos Ballbe

Date of Meefing/Contacl 04/10/24
Project Number/Name: Avenrr Spine Road 6 City: Palm Beach Gardens
Phone: 561-301-5124
FPL Wo11c Request #/Work Order# 12495537 & 12818980 st It

FPL calls your allenUon to the tac that there may be eneigized,high voltage electric lines, both overhead and underground, localed in the area of this pro1ect. h,s imperative that you visually survey the area and that you also take the necessary steps to identify all overhead and underground facilities prior to commencing construction to determine whether the construction of any proposed improvements will bring any person, tool, machinery, equipment oc object closer to FPL's
power lines than the OSHA-prescribed limits. If it will, you must either re-design your project lo allow it lo be built safely given the pre-existing power line location. or make arrangements with FPL to either deenergize and ground our faclliUes. or relocate them, possibly at your expense. You must do this before allowing any construction near the power lines. It is impossible for FPL to know or predict whether or not the contractors or subcontractors,and their employees. will operate or use cranes, digging apparatus or other mobile equipment, or handle materials or tools, in dangerous proximity to such power lines during the course of construction, and. if so, when and where. Therefore,\( I becomes necessary for any contractor or subcontractor, or their employees, to operate or handle cranes, digging apparatus, draglines, mobile equipment, or any other equipment, tools or materials in such a manner that they might come closer to underground or overhead power lines than is permitted by local. state or federal regulations, you and any such contractor or subcontractor must nolify FPL in writing of such planned operation prior to the commencement thereof and make all necessary arrangements wilh FPL in order to carry out the work io a safe manner. Any work lri the vicinity of the electric lines should be suspended i.Jntll lhese arrangements are finalized and Implemented.
The National Eleciricat Safety Code ("NESC") prescribesminimum clearances lhal rnusl be maintained. If you butld your structure so lhal those clearances cannot be maintained, you may be required to compensate FPL for ll'le relocation of our faciliUes to comply with those clearances. As such, you should contact FPL prior lo commencing construction near pre-existing underground or overhead power lines to make sure that your proposed improvement does not impinge upon the i'IESC clearances.
It is your responsibility and the responsibility of your contractors and subconlraclors on lhis project to diligently fulfill the follow,ng obligations
Make absolutely certain that all persons responsible for operating or handling cranes, digging apparatus, draglines, mobile equipment or any equipment. tool, or material capable of contacting a power Hne. ara in compliance with all applicable state and federal regulations,including bul not limited to U.S. Department of Labor OSHA Regulations, while performing their work.
Make sure t at all cranes, digging apparatus, draglines,mobile equipment. and all other equipment or materials capable of contacting a power line have attached to them any warning signs required by U.S. Department of Labor OSHA Regulations.
Post and maintain proper warning signs and advise all employees, new and old alike,o! their obligation lo keep themselves, their tools,
materials and equipment away from power lines per the following OSHA minimum approach distances (refer to OSHA regulations for restrictions);
•power Line Voltages  ...Personnel and Equipment	Cranes and Derricks	Travel under or near Power Lines (on construdion sites, no load)
(29 CFR 1910.333and 1926.600}  (29 CFR 1926,1407. 1408)	(29 CFR 1926.600-Equipment} (1926.1411- Cranes and Derricks)
0- 750 volts	10 Feet	10 Fee	4 Feet	4 Feet
751 - 50,000 volts	 10 Feet	 10 Feet		4 Feet		6 feel 69,000volts	 11Feet	 15Feet	 10Fee	 10Feet 115,000 volts	13 Feet	15 Feet	10 Feet	10 Feel
138,000 volts	13 Feet	15 Feet	10 Feet	10 Feel
230,000 volts	16 Feet	20 Feet	10 Feet	10 Feet
500,000 volts	25 Feet	25 Feet	16 Feet	16 Feet
'When uncertain of the voltage, maintain a distance of 20 feet for voltages up to 350,000 volts and SO feet for volta,ges greater than 350,000 volts.
"for personnel approaching insulated secoodary conductors Jess than 750 1101ts, avoid contact (Maintain 10 Feel to bare energized conductors less than 750oils). For
qualified personnel andinsulated aerfal lift equipment meeting requirements ol29 CFR. 1910,333,distances may be reduced to those shown In29 CFR 1910.333Table 5-5.
	All excavators are required to contact the Sunshine State One Call of Florida. phone number 1-800-432-4770 or 811 a minimum of two working days (excluding wee ends) in advance of commencement of excavation to ensure faoilities are located acx:urately.
5		Conduct all locations and excavations in accordance with lhe Florida Statute 556 of the Underground Facilities Damage Prevention & Safety Acl and all local city and county ordinancesthat may apply.
6,	When an excavation is to take place within a tolerance zone, an excavator shall use increased caution to protect underground facliltles. The protection requires hand digging, pot holing, soft oigging, vacuum methods,or similar procedures to identify underground faciltlles
A copy of this notification must be provided by you to each contractor and subcontractor on this pro1ect. to be shared With their supervision and employees prior to commencing work on this project

this notification was provided locustomer and/or contractor

carlos@baeng.us Address

Fonn 360 Rev. Ml9/12

G	R	D	U	P
-	Inc.

HSQ GROUP, LLC
Engineers • Planners • Surveyors
1001 Yamato Road, Suite 105 Boca Raton, Florida 33431
(561) 392-0221 Phone• (561) 392-6458 Fax

March 14, 2024 Virginia Cepero
AVENIR COMMUNITY DEVELOPMENT DISTRICT
550 Biltmore Way, Suite 1110
Miami1 FL 33134
Phone: (305) 447-7494
Fax: (561) 828-0440
Supplemental Agreement 16

Re:	Northlake Blvd 1140th Ave Intersection

Dear MS. Cepero:
The purpose of this Supplemental Agreement is to design the intersection of Northlake Blvd and 140th
Avenue intersection.
	Prepare the needed design survey to accomplish the intersection design. The survey limits will be from the north right of way line of Northlake Blvd to 100' south of Hamlin Blvd along 140th Avenue, and from right of way to right of way of 140th Ave. Survey will be used for design only. No survey submittal to the county for review.
Prepare a master plan so that the intersection will be incompliance with the standards. This task will include the following except the north leg construction plans will be handled by BALLBE & ASSOCfATES, INC. However, the geometry of the north legal wilf be included in this proposal.

Review documents provided related to the intersection.
'2.2 Field reviews.

	Master plan Will include two typical sections, one north and one south of the intersection along with the master plan sheets at 1" =40' scale. Auto Turn simulation will be conducted for the intersection to ensure that the intersection is adequate for the traffic movements. Also, this task requires coordination with Roadway Production and Traffic Division.
Prepare quantities and cost estimate.
Drainage Design and analysis

Utility coordination

Permitting
South Florida Water Management District (SFWMD), permit modification.
Indian Trail Water Management District (ITWCD).
Palm Beach County Land Development permit.

Construction plans

A- Roadway plans
B- Signing and pavement marking
C- Modified signal plans.

Construction Engineering Inspection.
Hold/attend meetings with the contractor.

Answer RFl's
Daily field inspection. Based on 5 months of construction

Hold conference calls with owner1 contractor and county.
Review and approve shop drawings i.e. asphalt mixes, concrete mixes, limerock, drainage lems, conduits etc.

Review and approve monthly pay requests along with construction schedule and progress.
Prepare daily inspection report

Review and approve as built provided by the contractor.
Final walk thru and punch list.

Prepare and process final certification package with the County.
Monitor contractor's work and assure that the contractor is conducting inspection, preparing report. and monitoring stormwater pollution prevention measures associated with the project.
13. Analyze and help in solving any issues that may arise during construction
14- Review work zone traffic control plan implementation ?nd inspectjon

Consultant - NS-	Client ---

-	-	-
Activity	
Optional services	--	-	-
Basic Services	
1- Design survey		$	9,274	
2 - Master Plan		$	15,106	
3 - Prepare quantities and cost estimate		$	2,074	
4 - Drainage Design		$	14,560	
5 - Utilities coordination		$	4,570	
6 - Permitting		$	11,558	
7 - Construction Plans		$	65,800	
8 - Construction Engineering Inspection	30,959		
			
TOTAL	30,959	$	122,942	

TOTAL	$	153,901

Acceptance of Proposal:

By:	HSQ Group, Inc.

Signed:		Now- Sh hlzd(J/J_ Name:		 Nour Shehadeh, PE Title:		 Vice President Date:	 March 14, 2024	

Avenir Community Development District

j

By
;::dA gi'Qe

/ 3/ 

Title:	CnA	-; 
Date:	4	cf
/	1

Consultant	Iient ---

HSQ GROUP, LLC
Engineers • Planners • Surveyors
1001 Yamato Road, Suite 105 Boca Raton, Florida 33431
(561) 392-0221 Phone• (561) 392-6458 Fax
April 22, 2024 Virginia Cepero
AVENIR COMMUNITY DEVELOPMENT DISTRICT
550 Biltmore Way, Suite 1110
Miami, FL 33134
Phone: (305) 447-7494
Fax: (561) 828-0440
Supplemental Agreement 17

Re:	SE corner of Ibis Blvd and Northlake Blvd

Dear MS. Cepero:

The purpose of this Supplemental Agreement is to address the installation of the signal foundation at the SE corner of Ibis Blvd and Northlake Blvd. The contractor Lnstalled the foundation in a different place than what the plans called for due to utilities.

HSQ Group, LLC involvement was to conduct a field visit, revise the plans to reflect the current condition, apply for permit modification with Palm Beach County Land Development and coordinated directly with the Traffic Division for approval on the changes
This supplemental agreement is a lump sum total of $7,500.

Acceptance of Proposal:

By:	HSQ Group, Inc.

By:

Avenir Community Development District

Signed:  Hour SLu:had h 	
Name:		Naur Shehadeh, PE Title:		 Vice President Date:	 Aeril 22, 2024	

Signed: .,....;"""-"'""""' .L...;;..--=---'T=--....::	­

('	IA1"
.5

Name:	 Title:
Date:

Natural Gas Service Agreement

agrees

to sell gas to Customer under the rate classification indicated on the first page hereof and under the terms and conditions of this contract and pursuant to

Avenir Comm Dev. District -E Entrance

ion.

Customer:

Avenir Comm Dev. District -E Entrance

DBA:

9106 Coconut Boulevard, Palm Beach Gardens, FL 33412

Service Address: Mailing Address:
Rate Class:

Phone:

561-630-4922

$150.00

2501-A Burns Road, Palm Beach Gardens, FL 33410

Monthly Charge:

$125.00

Connect Fee:

CS

N/A

$1,590.00

Account Deposit:	Appliance Conversion Charge:

Company contends to provide gas service to the Customer in consideration of the following appliance(s) being installed for gas operation with the estimated annual consumption.

6,400.00

Estimated Annual Usage in Therms:

Gas Appliance(s) Schedule	Description	
2.00	Other-1	firebowls	

Account Manager:	Mauro Ruini	Phone:	(561) 838-1719	
Field Coordinator:	Sean Jackson- WPB	Phone:	(561) 215-0161	
This agreement shall not be binding upon Company until approved and accepted on its behalf by one of its representatives in the space provided below, and thereafter shall bind and benefit the parties hereto for the term of (  ) years after the commencement of service by Company to Customer and thereafter from year to year until written notice of cancellation shall be given by either party to the other at least 90 days prior to the annual renewal date, their successors and assigns. This agreement may not be amended or modified except by an instrument in writing signed by the Company and Customer.
APPROVED AND ACCEPTED:
By:	By:

Florida Public

Mauro Ruini

Account Manager	Customer

Date

Customer elects a minimum annual commitment in lieu of the advance in aid of construction as described on applicable tariff rate schedule. (Applicable only to Customers Natural Gas Vehicle Service Rates)

Natural Gas Service Terms and Conditions
The
and Company agrees to sell gas to Customer under the rate classification indicated on the first page hereof and under the terms and
ice
Commission.

Customer and owner agree to permit the Company to install its facilities on the property listed on the first page hereof and to provide Company with egress and ingress to install, maintain or remove its gas line and equipment and to periodically read meter. Customer and owner further agree that all facilities installed by the Company, up to and including the outlet of the gas meter, shall forever remain the property of the Company. Customer, if other than owner of property on which installation is to be made, shall provide Company
of a natural gas service on the property or have the

Customer agrees to pay Company for all service rendered hereunder at the designated rate as it now or may subsequently be lawfully amended or superseded. If Customer fails or refuses to take gas service from the Company, Customer shall pay to the Company the actual cost incurred by the Company in constructing the facilities to have been used in providing service to the Customer. Any deposits currently held by the Company shall be forfeited by Customer in payment or partial payment of these costs.

No agent or employee of Company has any power to amend or waive any of the provisions of this contract or to make any promise or representation contrary to, or inconsistent with, the provisions hereof. This instrument constitutes the entire contract between the parties.

Customer agrees to accept and be bound by all rules and regulations of Company in connection with the service hereby covered, which are now or may hereafter be filed with, issued and promulgated by the Florida Public Service Commission or other Governmental bodies having jurisdiction thereof.

Company and Customer do respectively assume full responsibility and liability for the maintenance and operation of the facilities owned or operated by each and each shall indemnify and save harmless the other from any and all loss or damage sustained, and from any and all liability including injury to persons and property incurred, arising from any act or accident in connection with the installation, presence, maintenance and operation of facilities operated by the indemnifying party unless the same shall be due to the sole negligence of the other party, its agents, employees, contractors, guests or invitees.

Natural Gas Service Agreement

agrees

to sell gas to Customer under the rate classification indicated on the first page hereof and under the terms and conditions of this contract and pursuant to

Avenir Comm Dev. District -W Entrance

ion.

Customer:

Avenir Comm Dev. District -W Entrance

DBA:

9105 Coconut Boulevard, Palm Beach Gardens, FL 33412

Service Address: Mailing Address:
Rate Class:

Phone:

561-630-4922

$150.00

2501-A Burns Road, Palm Beach Gardens, FL 33410

Monthly Charge:

$125.00

Connect Fee:

CS

N/A

$1,590.00

Account Deposit:	Appliance Conversion Charge:

Company contends to provide gas service to the Customer in consideration of the following appliance(s) being installed for gas operation with the estimated annual consumption.

6,400.00

Estimated Annual Usage in Therms:

Gas Appliance(s) Schedule	Description	
2.00	Other-1	firebowls	

Account Manager:	Mauro Ruini	Phone:	(561) 838-1719	
Field Coordinator:	Sean Jackson- WPB	Phone:	(561) 215-0161	
This agreement shall not be binding upon Company until approved and accepted on its behalf by one of its representatives in the space provided below, and thereafter shall bind and benefit the parties hereto for the term of (  ) years after the commencement of service by Company to Customer and thereafter from year to year until written notice of cancellation shall be given by either party to the other at least 90 days prior to the annual renewal date, their successors and assigns. This agreement may not be amended or modified except by an instrument in writing signed by the Company and Customer.
APPROVED AND ACCEPTED:
By:	By:

Florida Public

Mauro Ruini

Account Manager	Customer

Date

Customer elects a minimum annual commitment in lieu of the advance in aid of construction as described on applicable tariff rate schedule. (Applicable only to Customers Natural Gas Vehicle Service Rates)

Natural Gas Service Terms and Conditions
The
and Company agrees to sell gas to Customer under the rate classification indicated on the first page hereof and under the terms and
ice
Commission.

Customer and owner agree to permit the Company to install its facilities on the property listed on the first page hereof and to provide Company with egress and ingress to install, maintain or remove its gas line and equipment and to periodically read meter. Customer and owner further agree that all facilities installed by the Company, up to and including the outlet of the gas meter, shall forever remain the property of the Company. Customer, if other than owner of property on which installation is to be made, shall provide Company
of a natural gas service on the property or have the

Customer agrees to pay Company for all service rendered hereunder at the designated rate as it now or may subsequently be lawfully amended or superseded. If Customer fails or refuses to take gas service from the Company, Customer shall pay to the Company the actual cost incurred by the Company in constructing the facilities to have been used in providing service to the Customer. Any deposits currently held by the Company shall be forfeited by Customer in payment or partial payment of these costs.

No agent or employee of Company has any power to amend or waive any of the provisions of this contract or to make any promise or representation contrary to, or inconsistent with, the provisions hereof. This instrument constitutes the entire contract between the parties.

Customer agrees to accept and be bound by all rules and regulations of Company in connection with the service hereby covered, which are now or may hereafter be filed with, issued and promulgated by the Florida Public Service Commission or other Governmental bodies having jurisdiction thereof.

Company and Customer do respectively assume full responsibility and liability for the maintenance and operation of the facilities owned or operated by each and each shall indemnify and save harmless the other from any and all loss or damage sustained, and from any and all liability including injury to persons and property incurred, arising from any act or accident in connection with the installation, presence, maintenance and operation of facilities operated by the indemnifying party unless the same shall be due to the sole negligence of the other party, its agents, employees, contractors, guests or invitees.