CUTLER CAY COMMUNITY DEVELOPMENT
DISTRICT

MIAMI-DADE COUNTY REGULAR BOARD MEETING APRIL 8, 2024
4:00 P.M.

Special District Services, Inc. 8785 SW 165th Avenue, Suite 200
Miami, FL 33193
www.cutlercaycdd.org 786.347.2711 Telephone 877.SDS.4922 Toll Free 561.630.4923 Facsimile

Call to Order

AGENDA
CUTLER CAY COMMUNITY DEVELOPMENT DISTRICT
Cutler Cay Community Clubhouse 7755 SW 192nd Street Cutler Bay, FL 33157
REGULAR BOARD MEETING
April 8, 2024
4:00 p.m.

Proof of Publication	Page 1
Establish Quorum
Additions or Deletions to Agenda
Comments from the Public for Items Not on the Agenda
Approval of Minutes
March 6, 2024 Special Board Meeting & PH Minutes	Page 2
March 11, 2024 Workshop Minutes	Page 9
New Business
Consider Resolution No. 2024-05 – Approving a Proposed Budget for FY 2024/2025…	Page 11
Reported Ponding at 19512 SW 79th Place & District Engineer Opinion	Page 28
Consider HCG Phase II Drainage Pipe Repairs Project Agreement Increase	Page 29
Consider Approval of Landshore CO# 1 for Priority 1- Phase 1 Project…	Page 45
Old Business
Administrative Matters
Financial Update	Page 48
Board Member and/or Staff Comments/Requests
SDS Ethics Training Memo…	Page 53
Adjourn

MIAMI-DADE

STATE OF FLORIDA COUNTY OF MIAMI-DADE:

Before the undersigned authority personally appeared ROSANA SALGADO, who on oath says that he or she is the LEGAL CLERK, Legal Notices of the Miami Daily Business Review f/k/a Miami Review, of Miami-Dade County, Florida; that the attached copy of advertisement, being a Legal Advertisement of Notice in the matter of

CUTLER CAY COMMUNITY DEVELOPMENT DISTRICT - FISCAL YEAR 2023/2024 REGULAR MEETING SCHEDULE

in the XXXX Court,
was published in a newspaper by print in the issues of Miami Daily Business Review f/k/a Miami Review on

10/23/2023

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

	,.	.,,

ROSANA SALGADO personally known to me

Page 1

CUTLER CAY COMMUNITY DEVELOPMENT DISTRICT PUBLIC HEARING & SPECIAL BOARD MEETING MARCH 6, 2024

CALL TO ORDER

Mrs. Perez called to order the March 6, 2024, Special Regular Board Meeting of the Cutler Cay Community Development District (the “District”) at 6:00 p.m. in the Cutler Cay Community Clubhouse located at 7755 SW 192nd Street, Cutler Bay, Florida 33157.

PROOF OF PUBLICATION

Proof of publication was presented that notice of the Special Board Meeting had been published in the
Miami Herald on February 13, 2024, and February 20, 2024, as legally required.

ESTABLISH A QUORUM

It was determined that the attendance of the following Supervisors constituted a quorum and it was in order to proceed with the meeting: Chairman Christopher Musser and Supervisors Leo Corradini, Donna Fishbein and Aileen Milian.

Staff in attendance included: District Manager Gloria Perez of Special District Services, Inc.; District Counsel Ginger Wald of Billing, Cochran, Lyles, Mauro & Ramsey, P.A.; and District Engineer Juan Alvarez of Alvarez Engineers, Inc.
Also present were several members of the public.

ADDITIONS AND/OR DELETIONS TO THE AGENDA

There were no additions or deletions to the agenda.

COMMENTS FROM THE PUBLIC FOR ITEMS NOT ON THE AGENDA

A member of the public asked to have the ADA mats painted and/or addressed.

APPROVAL OF MINUTES
January 8, 2024, Regular Board Meeting

A MOTION was made by Supervisor Milian, seconded by Supervisor Corradini and passed unanimously approving the minutes of the January 8, 2024, Regular Board Meeting, as presented.

Mrs. Perez then recessed the Regular Board Meeting and opened the Public Hearing.

PUBLIC HEARING – LEVY OF NON-AD VALOREM ASSESSMENTS – 2024 PROJECT
Consider Resolution No. 2024-04 – Amending the Resolution Setting the Public Hearing

Resolution No. 2024-04 was presented, entitled:

RESOLUTION NO. 2024-04

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE CUTLER CAY COMMUNITY DEVELOPMENT DISTRICT AMENDING RESOLUTION 2023-12 SETTING A PUBLIC HEARING TO BE HELD ON MARCH 6, 2024, AT 6:00 P.M., AT THE OFFICE OF CUTLER CAY COMMUNITY CLUBHOUSE LOCATED AT 7755 SW 192ND STREET, CUTLER BAY, FL 33157, FOR THE PURPOSE OF HEARING PUBLIC COMMENT ON IMPOSING SPECIAL ASSESSMENTS ON CERTAIN PROPERTY WITHIN THE DISTRICT GENERALLY DESCRIBED AS THE CUTLER CAY COMMUNITY DEVELOPMENT DISTRICT IN ACCORDANCE WITH CHAPTERS 170, 190 AND 197, FLORIDA STATUTES; AND PROVIDE AN EFFECTIVE DATE.

On November 13, 2023, the Board of Supervisors approved Resolution 2023-12 setting a public hearing for January 29, 2024, at 6:00 p.m. in the Cutler Cay Community Clubhouse located at 7755 SW 192nd Street, Cutler Bay, FL 33157, for the purpose of hearing public comment on imposing special assessments on certain property within the District generally described as the Cutler Cay Community Development District in accordance with Chapters 170, 190 and 197, Florida Statutes; and in order to comply with all publication and notice requirements of Chapters 170, 190, and 197, Florida Statutes, it was necessary to reschedule the public hearing date set forth in Resolution 2023-12; and the District, through the efforts of the District Manager, has prepared a preliminary assessment roll, has provided for all publications, notices, and conditions precedent required pursuant to Chapter 170, 190, and 197, Florida Statutes, to conduct a public hearing and establish a new public hearing date of March 6, 2024, at 6:00 p.m. in the Cutler Cay Community Clubhouse located at 7755 SW 192nd Street, Cutler Bay, FL 33157; and the District has determined that it is necessary to amend Resolution 2023-12 to acknowledge the new public hearing date, and to ratify actions taken by staff to reset the public hearing date to March 6, 2024, at 6:00 p.m. and to advertise, publish and provide the required notices of public hearing utilizing the March 6, 2024, at 6:00 p.m. public hearing date.

Mrs. Perez noted that since the original publication for the January Public Hearing was not in compliance due to human error, SDS absorbed the costs related to the error.

A MOTION was made by Supervisor Milian, seconded by Supervisor Fishbein and passed unanimously adopting Resolution No. 2024-04, as presented.

Proof of Publication

Proof of publication was presented that notice of the Public Hearing had been published in the Miami Herald on February 13, 2024, and February 20, 2024, as legally required.

Receive Public Comment on the Intent to Non-ad Valorem Assessments for the 2024 Project

Mrs. Perez opened the public comment portion of the Public Hearing to receive comments on the District’s intent to levy, collection, and enforcement of non-ad valorem assessments for the District and stated that the proposed debt assessments for the 2024 Project in addition to the operations and maintenance assessments, at some time in the future, would be collected on the annual property tax bill by the Miami-Dade County Tax Collector.

Several questions from the public were addressed by Members of the Board, District Counsel, the District Engineer and District management.

At the request of the public, an explanation as to the Project and the steps that had been taken were provided. Chairman Musser provided an overview of the history of the improvements that have been made to date, the projects being considered, the due diligence that has been made for the lake project and the purpose for consideration of bond issuance. He noted that the bond would spread out the cost over time. He also noted his concern for the safety of anyone walking along the lake bank, adding that it is the Board’s responsibility to maintain the District infrastructure for which several Board Members agreed.

The majority of the public present were opposed to the Lake Bank Project. The consensus was that they did not agree with the Lake Bank Erosion Project and wanted the lake bank project to put a stop. Several members of the public did not agree with the Board proceeding with the repairs, noting that the signage should suffice. Some members of the public requested that more research be conducted and others indicated that the Project was not necessary, noting that the retention pond was working effectively, etc. Others asked that the District acquire additional professional opinions including that of the original design engineer and acquire additional information prior to proceeding with any erosion control and for the District to stop the Bond process.

A few members of the public were in favor of the 2024 Project and the necessary repairs and concerns with the erosion becoming a bigger problem if not addressed. But the opposition heard from the public was the majority. Everyone was given ample opportunity to speak and some spoke several times.

At the direction of the Board, District Counsel clarified some of the public’s questions and concerns regarding the Bond issuance process. The District Engineer provided an overview of the Projects included in the Engineer’s Report which is a part of the Bonds being issued, noting that it is not solely the Lake Bank Erosion Project and clarification was provided that the Board had done due diligence for the Lake Bank Erosion Project. It was also noted that the 2024 Project consisted of the Lake Bank Erosion Project, Storm drainage system repairs, Addressing Ponding concerns and Addressing DERM requirements.
Ms. Wald asked multiple times if there were any further comments. There were none.

A MOTION was made by Supervisor Fishbein and seconded by Supervisor Musser and unanimously passed closing the Public Comment portion of the Public Hearing on the District’s Intent to Levy Non- Ad Valorem Assessments for the 2024 Project.

There being no further public comment regarding this matter, Mrs. Perez closed the public comment portion of the Public Hearing.

Consider the 2024 Project and Levying of Special Assessments based on Public Comment

A brief discussion ensued and the Board was unanimous in not to proceed with the issuance of the 2024 Project and Levying of Special Assessments based upon the public’s comments.

A MOTION was made by Supervisor Milian, seconded by Supervisor Musser and unanimously passed to not move forward with the 2024 Project, Bond issuance process; and directing District Counsel to dismiss the complaint for the validation proceedings pending before the Circuit Court.

Clarification was provided by District Counsel that this action does not mean that the projects will not be conducted.

The meeting recessed at approximately 8:00 p.m. and was called back to order at approximately 8:02 p.m..
Consider Adjusting and Equalizing of Non-Ad Valorem Assessments based on Public Comment

This item was tabled.

Consider Resolution No. 2024-02 - Authorizing the 2024 Project, Equalization of Special Assessments, the Intent to Levy Non-Ad Valorem Assessments, Intent to Utilize Chapter 197, F.S. for the Levy, Collection & Enforcement of Non-Ad Valorem Assessments and Adoption of a Final Assessment Roll Pursuant to Chapters 170, 190 and 197, F.S.

Resolution No. 2024-02 was presented, entitled:

RESOLUTION NO. 2024-02

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE CUTLER CAY COMMUNITY DEVELOPMENT DISTRICT AUTHORIZING DISTRICT SYSTEMS, FACILITIES, SERVICES AND RELATED INFRASTRUCTURE IMPROVEMENTS; EQUALIZING, APPROVING, CONFIRMING, IMPOSING AND LEVYING CERTAIN NON-AD VALOREM SPECIAL ASSESSMENTS ON CERTAIN LANDS WITHIN THE DISTRICT SPECIALLY BENEFITTED BY SUCH IMPROVEMENTS, TO PAY ALL OR A PORTION OF THE COST THEREOF; PROVIDING FOR THE PAYMENT AND THE COLLECTION OF SUCH SPECIAL ASSESSMENTS BY THE METHOD PROVIDED FOR BY CHAPTERS 170 AND 197, FLORIDA STATUTES; CONFIRMING THE DISTRICT’S INTENTION TO ISSUE SPECIAL ASSESSMENT BONDS; PROVIDING FOR SEVERABILITY, CONFLICTS AND AN EFFECTIVE DATE.
This item was tabled.

Mrs. Perez then closed the Public Hearing and reconvened the Special Board Meeting.

NEW BUSINESS
Consider Resolution No. 2024-03 – Notice of Intent to Use Uniform Method

Resolution No. 2024-03 was presented, entitled:

RESOLUTION NO. 2024-03

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE CUTLER CAY COMMUNITY DEVELOPMENT DISTRICT (“DISTRICT”) EXPRESSING THE INTENT OF THE DISTRICT TO USE THE UNIFORM METHOD OF LEVY, COLLECTION AND ENFORCEMENT OF NON-AD VALOREM ASSESSMENTS AS AUTHORIZED AND PERMITTED BY SECTION 197.3632, FLORIDA STATUTES; EXPRESSING THE NEED FOR THE LEVY OF NON-AD VALOREM ASSESSMENTS AND SETTING FORTH THE LEGAL DESCRIPTION OF THE REAL PROPERTY WITHIN THE DISTRICT'S JURISDICTIONAL BOUNDARIES THAT MAY OR SHALL BE SUBJECT TO THE LEVY OF DISTRICT NON-AD VALOREM

ASSESSMENTS; AND PROVIDING AN EFFECTIVE DATE.

This item was tabled.

Consider Ratification of Setting of Date and Time for the Workshop with the HOA

A MOTION was made by Supervisor Milian, seconded by Supervisor Fishbein and passed unanimously ratifying and approving setting a time and date for the Workshop with the HOA for March 11, 2024, at 4:00 p.m.

Consider Ratification of Felix Cleaning Services’ Proposal for Removal of Calcification on Tiles

Mrs. Perez advised that this work had been completed on February 23, 2024.

A MOTION was made by Supervisor Corradini, seconded by Supervisor Milian and passed unanimously ratifying the Felix Cleaning Services’ proposal in the amount of $1,200 for the removal of calcification from the tiles, as presented.

Consider Ratification of Turf Management Proposal for Holly Tree Trimming

Mrs. Perez advised that this work had been completed during the second week of February and that only the vegetation that is permitted under the existing DERM permit was addressed.

A MOTION was made by Supervisor Fishbein, seconded by Supervisor Milian and passed unanimously ratifying the Turf Management proposal dated January 1, 2024, in the amount of $680 for the trimming of holly, as presented.

Consider Storm Drainage Cleaning Proposals

The following proposals were received for consideration:

A MOTION was made by Supervisor Corradini, seconded by Supervisor Milian and passed unanimously approving the proposal from Raptor Vac System in an amount not to exceed $11,240 for the storm drainage cleaning; and further authorizing District Counsel to prepare an agreement and authorizing District management to execute same on behalf of the District.

Accept and Receive Reef Tropical’s 30-Day Notice of Termination

A MOTION was made by Supervisor Corradini, seconded by Supervisor Fishbein and passed unanimously accepting and receiving Reef Tropical’s 30-day Notice of Termination. Termination date is to coincide with the start date for the new service provider.

Consider South Entrance Water Features Regular Maintenance

The following proposals were presented for consideration.

A MOTION was made by Supervisor Milian, seconded by Supervisor Corradini and passed unanimously approving the proposal from Felix Clean Services for regular maintenance consisting of two (2) visits per week to the Southern Entrance Water Features for an amount not to exceed $900 per week; and further authorizing District Counsel to prepare an agreement and authorizing District management to execute on behalf of the District.

OLD BUSINESS

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

ADMINISTRATIVE MATTERS
Financial Update
Mrs. Perez presented the financials, noting that available funds through January 31, 2024, were
$992,547.26.

A MOTION was made by Supervisor Corradini, seconded by Supervisor Fishbein and passed unanimously ratifying and approving the financials, as presented.

BOARD MEMBER/STAFF COMMENTS/REQUESTS
District Counsel’s Memorandum Regarding Required Ethics Training and Financial Disclosure

Ms. Wald provided a detailed overview of the required ethics training and financial disclosure, noting that this was each individual Board Member’s obligation. Mrs. Perez agreed to resend the email to the Board Members as a friendly reminder.
Mr. Alvarez noted that the costs would need to be included in the upcoming meeting budgets for the necessary projects and he provided an update as to the current project, noting that it was close to completion.

ADJOURNMENT

There being no further business to come before the Board, a MOTION was made by Supervisor Musser, seconded by Supervisor Corradini, and passed unanimously adjourning the meeting at 8:20 p.m.

ATTESTED BY:

Secretary/Assistant Secretary	Chairman/Vice Chair

CUTLER CAY COMMUNITY DEVELOPMENT DISTRICT WORKSHOP
MARCH 11, 2024

CALL TO ORDER

Mrs. Perez called to order the March 11, 2024, Workshop of the Cutler Cay Community Development District (the “District”) at 4:04 p.m. in the Cutler Cay Community Clubhouse located at 7755 SW 192nd Street, Cutler Bay, Florida 33157.

PROOF OF PUBLICATION

Proof of publication was presented that notice of the Workshop had been published in the Miami Herald
on March 1, 2024, as legally required.

ESTABLISH A QUORUM

It was determined that the attendance of the following Supervisors constituted a quorum and it was in order to proceed with the meeting: Chairman Christopher Musser, Vice Chairman Omar Fonte and Supervisors Leo Corradini and Aileen Milian.

Staff in attendance included: District Manager Gloria Perez of Special District Services, Inc.; and District Counsel Liza Smoker of Billing, Cochran, Lyles, Mauro & Ramsey, P.A.
Association Board members: Carlos Villanueva, Allison Beyerlein, Christopher Valido and the Association Staff members Laura Gavilan and Esteban Morera were also present.

OPEN DISCUSSION BETWEEN THE DISTRICT BOARD AND THE HOA BOARD REGARDING VARIOUS CUTLER CAY COMMUNITY RELATED TOPICS

The following items were discussed but not limited to:

Terminated Maintenance Agreement between the District and the Association and the current service being provided by the Association.
Landscaping Services
Security Services
Budgets
ADDITIONAL COMMENTS

There were no further comments.

ADJOURNMENT

There being no further business to come before the Workshop, a MOTION was made by Supervisor Musser, seconded by Supervisor Milian and passed unanimously adjourning the Workshop at 5:56 p.m.

ATTESTED BY:

Secretary/Assistant Secretary	Chairman/Vice Chair

RESOLUTION NO. 2024-05

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE CUTLER CAY 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 Cutler Cay 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 CUTLER CAY 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 June 10, 2024 at 4:00 p.m. in The Cutler Cay Community Clubhouse, 7755 SW 192nd Street, Cutler Bay, Florida 33157, for the purpose of receiving public comments on the Proposed Fiscal Year 2024/2025 Budget.

PASSED, ADOPTED and EFFECTIVE this 8th day of April, 2024.

ATTEST:	CUTLER CAY
COMMUNITY DEVELOPMENT DISTRICT

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

Cutler Cay
Community Development District

Scenario 1 - With Security And Landscaping

Proposed Budget For Fiscal Year 2024/2025
October 1, 2024 - September 30, 2025

CONTENTS

PROPOSED BUDGET

PROPOSED MAINTENANCE BUDGET

DETAILED PROPOSED BUDGET

DETAILED PROPOSED MAINTENANCE BUDGET

DETAILED PROPOSED DEBT SERVICE FUND BUDGET

VII	ASSESSMENT COMPARISON

PROPOSED BUDGET
CUTLER CAY COMMUNITY DEVELOPMENT DISTRICT FISCAL YEAR 2024/2025
OCTOBER 1, 2024 - SEPTEMBER 30, 2025

REVENUES	
FISCAL YEAR 2024/2025
BUDGET	
Administrative Assessments	111,781	
Maintenance Assessments	1,948,677	
Debt Assessments - 2014 Refunding	773,141	
Loan Assessments - Restoration Project	0	
Other Revenues	0	
Interest Income	1,200	
Total Revenues	$	2,834,799	
		
ADMINISTRATIVE EXPENDITURES		
Supervisor Fees	7,000	
Payroll Taxes (Employer)	560	
Management	33,348	
Secretarial	4,200	
Legal	20,000	
Assessment Roll	7,500	
Audit Fees	3,500	
Arbitrage Rebate Fee	650	
Insurance	15,000	
Legal Advertisements	2,500	
Miscellaneous	3,750	
Postage	700	
Office Supplies	1,400	
Dues & Subscriptions	175	
Trustee Fee	4,200	
Continuing Disclosure Fee	350	
Website Management	2,000	
TOTAL ADMINISTRATIVE EXPENDITURES	$	106,833	
		
TOTAL MAINTENANCE EXPENDITURES	$	1,841,500	
		
TOTAL EXPENDITURES	$	1,948,333	
		
REVENUES LESS EXPENDITURES	$	886,466	
		
2021 Bond Refinancing Payments	(726,753)	
		
Balance	$	159,713	
		
County Appraiser & Tax Collector Fee	(53,237)	
Discounts For Early Payments	(106,476)	
		
Excess/ (Shortfall)	$	-	
		
Carryover from Prior Year	0	
		
Net Excess/ (Shortfall)	$	-	

PROPOSED MAINTENANCE BUDGET
CUTLER CAY COMMUNITY DEVELOPMENT DISTRICT FISCAL YEAR 2024/2025
OCTOBER 1, 2024 - SEPTEMBER 30, 2025

MAINTENANCE EXPENDITURES	

FISCAL YEAR 2024/2025
BUDGET	

Contingency/Reserve	
200,000	

Lakes Maintenance	
12,000	

Roads Maintenance/Reserve	
50,000	

Stormwater Drainage Maintenance/Reserve	
40,000	

Stormwater Drainage System Pipe Repairs Project - Phase 2	
0	

Field Operations	
12,000	

Walls & Wall Fountain Maintenance	
30,000	

Sidewalk Maintenance/Repairs	
15,000	

Engineering/Inspections	
45,000	

Street Signage	
5,000	

Lake Fountain Maintenance/Reserve	
15,000	

Entry Features Maintenance/Reserve	
15,000	

Guardhouse Exterior Maintenance	
10,000	

Water & Sewage	
2,500	

FPL - Street Lighting Project	
0	

FPL - Electrical Utility	
110,000	

DERM Required Stormwater Quality Improvement Project	
120,000	

Retention Wall Maintenance/Reserve	
0	

Security	
460,000	

Landscaping	
300,000	

Lake Bank Erosion Restoration Project: Priority 1 - Phase 2	
400,000	

Lake Bank Erosion Restoration Project (Loan Payment)	
0	

TOTAL MAINTENANCE EXPENDITURES	
$	1,841,500	

DETAILED PROPOSED BUDGET
CUTLER CAY COMMUNITY DEVELOPMENT DISTRICT FISCAL YEAR 2024/2025
OCTOBER 1, 2024 - SEPTEMBER 30, 2025

REVENUES	
FISCAL YEAR 2022/2023 ACTUAL	
FISCAL YEAR 2023/2024 BUDGET	
FISCAL YEAR 2024/2025 BUDGET	

COMMENTS	
Administrative Assessments	103,845	102,056	111,781	Expenditures Less Interest & Carryover/.94	
Maintenance Assessments	895,133	742,571	1,948,677	Expenditures/.94	
Debt Assessments - 2014 Refunding	773,142	773,141	773,141	Payment To Trustee/.94	
Loan Assessments - Restoration Project	0	149,389	0	Loan Did Not Occur	
Other Revenues	33	0	0		
Interest Income	39,336	600	1,200	Interest Estimated At $100 Per Month	
Total Revenues	$	1,811,489	$	1,767,757	$	2,834,799		
					
ADMINISTRATIVE EXPENDITURES					
Supervisor Fees	7,600	6,000	7,000	Supervisor Fees	
Payroll Taxes (Employer)	581	480	560	Projected At 8% Of Supervisor Fees	
Management	31,452	32,388	33,348	CPI Adjustment (Capped At 3%)	
Secretarial	4,200	4,200	4,200	No Change From 2023/2024 Budget	
Legal	22,631	15,000	20,000	$5,000 Increase From 2023/2024 Budget	
Assessment Roll	7,500	7,500	7,500	As Per Contract	
Audit Fees	3,400	3,500	3,500	Accepted Amount For 2023/2024 Audit	
Arbitrage Rebate Fee	0	650	650	Report No Longer Required	
Insurance	11,022	15,000	15,000	Insurance Estimate - FY 23/24 Expenditure Was $13,272	
Legal Advertisements	527	750	2,500	Costs Will Increase Due To Closing Of The Miami Business Review	
Miscellaneous	3,689	2,750	3,750	$1,000 Increase From 2023/2024 Budget	
Postage	743	700	700	No Change From 2023/2024 Budget	
Office Supplies	1,121	1,400	1,400	No Change From 2023/2024 Budget	
Dues & Subscriptions	175	175	175	No Change From 2023/2024 Budget	
Trustee Fee	4,139	4,200	4,200	No Change From 2023/2024 Budget	
Continuing Disclosure Fee	350	350	350	No Change From 2023/2024 Budget	
Website Management	2,000	2,000	2,000	No Change From 2023/2024 Budget	
TOTAL ADMINISTRATIVE EXPENDITURES	$	101,130	$	97,043	$	106,833		
					
TOTAL MAINTENANCE EXPENDITURES	$	348,954	$	842,155	$	1,841,500		
					
TOTAL EXPENDITURES	$	450,084	$	939,198	$	1,948,333		
					
REVENUES LESS EXPENDITURES	$	1,361,405	$	828,559	$	886,466		
					
2021 Bond Refinancing Payments	(739,114)	(726,753)	(726,753)	2025 Principal & Interest Payments	
					
Balance	$	622,291	$	101,806	$	159,713		
					
County Appraiser & Tax Collector Fee	(17,097)	(33,935)	(53,237)	Two Percent Of Total Assessment Roll	
Discounts For Early Payments	(60,715)	(67,871)	(106,476)	Four Percent Of Total Assessment Roll	
					
Excess/ (Shortfall)	$	544,479	$	-	$	-		
					
Carryover from Prior Year	0	0	0	Carryover From Prior Year	
					
Net Excess/ (Shortfall)	$	544,479	$	-	$	-		

DETAILED PROPOSED MAINTENANCE BUDGET
CUTLER CAY COMMUNITY DEVELOPMENT DISTRICT FISCAL YEAR 2024/2025
OCTOBER 1, 2024 - SEPTEMBER 30, 2025

MAINTENANCE EXPENDITURES	

FISCAL YEAR 2022/2023 ACTUAL	

FISCAL YEAR 2023/2024 BUDGET	

FISCAL YEAR 2024/2025 BUDGET	

COMMENTS	

Contingency/Reserve	
1,860	
279,730	
200,000	
Contingency/Reserve	

Lakes Maintenance	
26,666	
12,000	
12,000	
No Change From 2023/2024 Budget	

Roads Maintenance/Reserve	
24,050	
50,000	
50,000	
Fifteen Year Project (Ninth Year)	

Stormwater Drainage Maintenance/Reserve	
17,600	
28,000	
40,000	
Stormwater Drainage Maintenance/Reserve	

Stormwater Drainage System Pipe Repairs Project - Phase 2	
0	
100,000	
0	
Line Item Eliminated	

Field Operations	
12,000	
12,000	
12,000	
$1,000 Per Month	

Walls & Wall Fountain Maintenance	
13,855	
30,000	
30,000	
No Change From 2023/2024 Budget	

Sidewalk Maintenance/Repairs	
4,490	
15,000	
15,000	
No Change From 2023/2024 Budget	

Engineering/Inspections	
54,054	
45,000	
45,000	

Fiscal Year 23/24 Expenditure Through Feb 2024 Was $8,390	

Street Signage	
1,450	
5,000	
5,000	
No Change From 2023/2024 Budget	

Lake Fountain Maintenance/Reserve	
8,165	
15,000	
15,000	
No Change From 2023/2024 Budget	

Entry Features Maintenance/Reserve	
5,235	
15,000	
15,000	
No Change From 2023/2024 Budget	

Guardhouse Exterior Maintenance	
0	
10,000	
10,000	
No Change From 2023/2024 Budget	

Water & Sewage	
77	
5,000	
2,500	
$2,500 Decrease From 2023/2024 Budget	

FPL - Street Lighting Project	
51,620	
0	
0	
Line Item Eliminated	

FPL - Electrical Utility	
106,570	
35,000	
110,000	

Fiscal Year 23/24 Expenditure Through Feb 2024 Was $47,398	

DERM Required Stormwater Quality Improvement Project	
0	
0	
120,000	

DERM Required Stormwater Quality Improvement Project	

Retention Wall Maintenance/Reserve	
0	
45,000	
0	
Fiscal Year 2023/2024 Project	

Security	
0	
0	
460,000	Security (Includes Virtual Gate For Southern Entrance) - Previously On HOA Budget	

Landscaping	
0	
0	
300,000	
Landscaping - Previously On HOA Budget	

Lake Bank Erosion Restoration Project: Priority 1 - Phase 2	
21,262	
0	
400,000	
Amount Per The Annual Engineers Report	

Lake Bank Erosion Restoration Project (Loan Payment)	
0	
140,425	
0	

Loan Did Not Occur - Included In Restoration Project Budget	

TOTAL MAINTENANCE EXPENDITURES	
$	348,954	
$	842,155	
$	1,841,500		

DETAILED PROPOSED DEBT SERVICE FUND BUDGET
CUTLER CAY COMMUNITY DEVELOPMENT DISTRICT FISCAL YEAR 2024/2025
OCTOBER 1, 2024 - SEPTEMBER 30, 2025

REVENUES	
FISCAL YEAR 2022/2023
ACTUAL	
FISCAL YEAR 2023/2024
BUDGET	
FISCAL YEAR 2024/2025
BUDGET	

COMMENTS	

Interest Income	
10,182	
100	
500	
Projected Interest For 2024/2025	

NAV Tax Collection	
739,114	
726,753	
726,753	
Maximum Debt Service Collection	

Total Revenues	
$	749,296	
$	726,853	
$	727,253		

EXPENDITURES					

Principal Payments	
570,000	
580,000	
595,000	
Principal Payment Due In 2025	

Interest Payments	
161,998	
143,594	
131,022	
Interest Payments Due In 2025	

Bond Redemption	
0	
3,259	
1,231	
Estimated Excess Debt Collections	

Total Expenditures	
$	731,998	
$	726,853	
$	727,253		

Excess/ (Shortfall)	
$	17,298	
$	-	
$	-		

Series 2021 Bond Refunding Information

Original Par Amount =	$8,125,000	Annual Principal Payments Due =	May 1st	
Interest Rate =	2.14%	Annual Interest Payments Due =	May 1st & November 1st	
Issue Date =	March 2021			
Maturity Date =

Par Amount As Of 1/1/24 =	May 2034

$7,000,000			

Cutler Cay Community Development District Assessment Comparison

	Fiscal Year	Fiscal Year	Fiscal Year	Fiscal Year	
	2021/2022	2022/2023	2023/2024	2024/2025	
Lot	Assessment	Assessment	Assessment	Projected Assessment	
Size	Before Discount*	Before Discount*	Before Discount*	Before Discount*	

60	
Administrative	
$	173.50	$	195.83	$	202.10	
$	
221.35	
	Maintenance - Operating	$	1,091.05	$	1,772.54	$	1,470.45	$	3,858.77	
	Restoration Project Loan	$	-	$	-	$	295.82	$	-	
	Debt - 2004 Bond/2014 Refunding	$	1,472.84	$	1,472.84	$	1,472.84	$	1,472.84	
	Sub-Total For Lot Size 60	$	2,737.39	$	3,441.21	$	3,441.21	$	5,552.96	
75	Administrative	$	173.50	$	195.83	$	202.10	$	221.35	
	Maintenance - Operating	$	1,091.05	$	1,772.54	$	1,470.45	$	3,858.77	
	Restoration Project Loan	$	-	$	-	$	295.82	$	-	
	Debt - 2004 Bond/2014 Refunding	$	1,532.45	$	1,532.45	$	1,532.45	$	1,532.45	
	Sub-Total For Lot Size 75	$	2,797.00	$	3,500.82	$	3,500.82	$	5,612.57	
125	Administrative	$	173.50	$	195.83	$	202.10	$	221.35	
	Maintenance - Operating	$	1,091.05	$	1,772.54	$	1,470.45	$	3,858.77	
	Restoration Project Loan	$	-	$	-	$	295.82	$	-	
Debt - 2004 Bond/2014 Refunding	$	1,704.37	$	1,704.37	$	1,704.37	$	1,704.37	
Sub-Total For Lot Size 125	$	2,968.92	$	3,672.74	$	3,672.74	$	5,784.49	

* Assessments Include the Following :						
4% Discount for Early Payments 1% County Tax Collector Fee
1% County Property Appraiser Fee

 Community Information:	
Sixty Foot Lots	180	
Seventy Five Foot Lots	258	
One Hundred Twenty Five Foot Lots	67	
Total Units	505	

 Seventy Five Foot Lots Information		
Total Units	258	
Prepayments	1	
Billed For Debt	257	

Cutler Cay
Community Development District

Scenario 2 - Without Security And Landscaping

Proposed Budget For Fiscal Year 2024/2025
October 1, 2024 - September 30, 2025

CONTENTS

PROPOSED BUDGET

PROPOSED MAINTENANCE BUDGET

DETAILED PROPOSED BUDGET

DETAILED PROPOSED MAINTENANCE BUDGET

DETAILED PROPOSED DEBT SERVICE FUND BUDGET

VII	ASSESSMENT COMPARISON

PROPOSED BUDGET
CUTLER CAY COMMUNITY DEVELOPMENT DISTRICT FISCAL YEAR 2024/2025
OCTOBER 1, 2024 - SEPTEMBER 30, 2025

REVENUES	
FISCAL YEAR 2024/2025
BUDGET	
Administrative Assessments	111,781	
Maintenance Assessments	1,144,444	
Debt Assessments - 2014 Refunding	773,141	
Loan Assessments - Restoration Project	0	
Other Revenues	0	
Interest Income	1,200	
Total Revenues	$	2,030,566	
		
ADMINISTRATIVE EXPENDITURES		
Supervisor Fees	7,000	
Payroll Taxes (Employer)	560	
Management	33,348	
Secretarial	4,200	
Legal	20,000	
Assessment Roll	7,500	
Audit Fees	3,500	
Arbitrage Rebate Fee	650	
Insurance	15,000	
Legal Advertisements	2,500	
Miscellaneous	3,750	
Postage	700	
Office Supplies	1,400	
Dues & Subscriptions	175	
Trustee Fee	4,200	
Continuing Disclosure Fee	350	
Website Management	2,000	
TOTAL ADMINISTRATIVE EXPENDITURES	$	106,833	
		
TOTAL MAINTENANCE EXPENDITURES	$	1,081,500	
		
TOTAL EXPENDITURES	$	1,188,333	
		
REVENUES LESS EXPENDITURES	$	842,233	
		
2021 Bond Refinancing Payments	(726,753)	
		
Balance	$	115,480	
		
County Appraiser & Tax Collector Fee	(38,493)	
Discounts For Early Payments	(76,987)	
		
Excess/ (Shortfall)	$	-	
		
Carryover from Prior Year	0	
		
Net Excess/ (Shortfall)	$	-	

PROPOSED MAINTENANCE BUDGET
CUTLER CAY COMMUNITY DEVELOPMENT DISTRICT FISCAL YEAR 2024/2025
OCTOBER 1, 2024 - SEPTEMBER 30, 2025

MAINTENANCE EXPENDITURES	

FISCAL YEAR 2024/2025
BUDGET	

Contingency/Reserve	
200,000	

Lakes Maintenance	
12,000	

Roads Maintenance/Reserve	
50,000	

Stormwater Drainage Maintenance/Reserve	
40,000	

Stormwater Drainage System Pipe Repairs Project - Phase 2	
0	

Field Operations	
12,000	

Walls & Wall Fountain Maintenance	
30,000	

Sidewalk Maintenance/Repairs	
15,000	

Engineering/Inspections	
45,000	

Street Signage	
5,000	

Lake Fountain Maintenance/Reserve	
15,000	

Entry Features Maintenance/Reserve	
15,000	

Guardhouse Exterior Maintenance	
10,000	

Water & Sewage	
2,500	

FPL - Street Lighting Project	
0	

FPL - Electrical Utility	
110,000	

DERM Required Stormwater Quality Improvement Project	
120,000	

Retention Wall Maintenance/Reserve	
0	

Security	
0	

Landscaping	
0	

Lake Bank Erosion Restoration Project: Priority 1 - Phase 2	
400,000	

Lake Bank Erosion Restoration Project (Loan Payment)	
0	

TOTAL MAINTENANCE EXPENDITURES	
$	1,081,500	

DETAILED PROPOSED BUDGET
CUTLER CAY COMMUNITY DEVELOPMENT DISTRICT FISCAL YEAR 2024/2025
OCTOBER 1, 2024 - SEPTEMBER 30, 2025

REVENUES	
FISCAL YEAR 2022/2023 ACTUAL	
FISCAL YEAR 2023/2024 BUDGET	
FISCAL YEAR 2024/2025 BUDGET	

COMMENTS	
Administrative Assessments	103,845	102,056	111,781	Expenditures Less Interest & Carryover/.94	
Maintenance Assessments	895,133	742,571	1,144,444	Expenditures/.94	
Debt Assessments - 2014 Refunding	773,142	773,141	773,141	Payment To Trustee/.94	
Loan Assessments - Restoration Project	0	149,389	0	Loan Did Not Occur	
Other Revenues	33	0	0		
Interest Income	39,336	600	1,200	Interest Estimated At $100 Per Month	
Total Revenues	$	1,811,489	$	1,767,757	$	2,030,566		
					
ADMINISTRATIVE EXPENDITURES					
Supervisor Fees	7,600	6,000	7,000	Supervisor Fees	
Payroll Taxes (Employer)	581	480	560	Projected At 8% Of Supervisor Fees	
Management	31,452	32,388	33,348	CPI Adjustment (Capped At 3%)	
Secretarial	4,200	4,200	4,200	No Change From 2023/2024 Budget	
Legal	22,631	15,000	20,000	$5,000 Increase From 2023/2024 Budget	
Assessment Roll	7,500	7,500	7,500	As Per Contract	
Audit Fees	3,400	3,500	3,500	Accepted Amount For 2023/2024 Audit	
Arbitrage Rebate Fee	0	650	650	Report No Longer Required	
Insurance	11,022	15,000	15,000	Insurance Estimate - FY 23/24 Expenditure Was $13,272	
Legal Advertisements	527	750	2,500	Costs Will Increase Due To Closing Of The Miami Business Review	
Miscellaneous	3,689	2,750	3,750	$1,000 Increase From 2023/2024 Budget	
Postage	743	700	700	No Change From 2023/2024 Budget	
Office Supplies	1,121	1,400	1,400	No Change From 2023/2024 Budget	
Dues & Subscriptions	175	175	175	No Change From 2023/2024 Budget	
Trustee Fee	4,139	4,200	4,200	No Change From 2023/2024 Budget	
Continuing Disclosure Fee	350	350	350	No Change From 2023/2024 Budget	
Website Management	2,000	2,000	2,000	No Change From 2023/2024 Budget	
TOTAL ADMINISTRATIVE EXPENDITURES	$	101,130	$	97,043	$	106,833		
					
TOTAL MAINTENANCE EXPENDITURES	$	348,954	$	842,155	$	1,081,500		
					
TOTAL EXPENDITURES	$	450,084	$	939,198	$	1,188,333		
					
REVENUES LESS EXPENDITURES	$	1,361,405	$	828,559	$	842,233		
					
2021 Bond Refinancing Payments	(739,114)	(726,753)	(726,753)	2025 Principal & Interest Payments	
					
Balance	$	622,291	$	101,806	$	115,480		
					
County Appraiser & Tax Collector Fee	(17,097)	(33,935)	(38,493)	Two Percent Of Total Assessment Roll	
Discounts For Early Payments	(60,715)	(67,871)	(76,987)	Four Percent Of Total Assessment Roll	
					
Excess/ (Shortfall)	$	544,479	$	-	$	-		
					
Carryover from Prior Year	0	0	0	Carryover From Prior Year	
					
Net Excess/ (Shortfall)	$	544,479	$	-	$	-		

DETAILED PROPOSED MAINTENANCE BUDGET
CUTLER CAY COMMUNITY DEVELOPMENT DISTRICT FISCAL YEAR 2024/2025
OCTOBER 1, 2024 - SEPTEMBER 30, 2025

MAINTENANCE EXPENDITURES	

FISCAL YEAR 2022/2023 ACTUAL	

FISCAL YEAR 2023/2024 BUDGET	

FISCAL YEAR 2024/2025 BUDGET	

COMMENTS	

Contingency/Reserve	
1,860	
279,730	
200,000	
Contingency/Reserve	

Lakes Maintenance	
26,666	
12,000	
12,000	
No Change From 2023/2024 Budget	

Roads Maintenance/Reserve	
24,050	
50,000	
50,000	
Fifteen Year Project (Ninth Year)	

Stormwater Drainage Maintenance/Reserve	
17,600	
28,000	
40,000	
Stormwater Drainage Maintenance/Reserve	

Stormwater Drainage System Pipe Repairs Project - Phase 2	
0	
100,000	
0	
Line Item Eliminated	

Field Operations	
12,000	
12,000	
12,000	
$1,000 Per Month	

Walls & Wall Fountain Maintenance	
13,855	
30,000	
30,000	
No Change From 2023/2024 Budget	

Sidewalk Maintenance/Repairs	
4,490	
15,000	
15,000	
No Change From 2023/2024 Budget	

Engineering/Inspections	
54,054	
45,000	
45,000	

Fiscal Year 23/24 Expenditure Through Feb 2024 Was $8,390	

Street Signage	
1,450	
5,000	
5,000	
No Change From 2023/2024 Budget	

Lake Fountain Maintenance/Reserve	
8,165	
15,000	
15,000	
No Change From 2023/2024 Budget	

Entry Features Maintenance/Reserve	
5,235	
15,000	
15,000	
No Change From 2023/2024 Budget	

Guardhouse Exterior Maintenance	
0	
10,000	
10,000	
No Change From 2023/2024 Budget	

Water & Sewage	
77	
5,000	
2,500	
$2,500 Decrease From 2023/2024 Budget	

FPL - Street Lighting Project	
51,620	
0	
0	
Line Item Eliminated	

FPL - Electrical Utility	
106,570	
35,000	
110,000	

Fiscal Year 23/24 Expenditure Through Feb 2024 Was $47,398	

DERM Required Stormwater Quality Improvement Project	
0	
0	
120,000	

DERM Required Stormwater Quality Improvement Project	

Retention Wall Maintenance/Reserve	
0	
45,000	
0	
Fiscal Year 2023/2024 Project	

Security	
0	
0	
0	
Security	

Landscaping	
0	
0	
0	
Landscaping - Previously On HOA Budget	

Lake Bank Erosion Restoration Project: Priority 1 - Phase 2	
21,262	
0	
400,000	

Lake Bank Erosion Restoration Project: Priority 1 - Phase 2	

Lake Bank Erosion Restoration Project (Loan Payment)	
0	
140,425	
0	

Loan Did Not Occur - Included In Restoration Project Budget	

TOTAL MAINTENANCE EXPENDITURES	
$	348,954	
$	842,155	
$	1,081,500		

DETAILED PROPOSED DEBT SERVICE FUND BUDGET
CUTLER CAY COMMUNITY DEVELOPMENT DISTRICT FISCAL YEAR 2024/2025
OCTOBER 1, 2024 - SEPTEMBER 30, 2025

REVENUES	
FISCAL YEAR 2022/2023
ACTUAL	
FISCAL YEAR 2023/2024
BUDGET	
FISCAL YEAR 2024/2025
BUDGET	

COMMENTS	

Interest Income	
10,182	
100	
500	
Projected Interest For 2024/2025	

NAV Tax Collection	
739,114	
726,753	
726,753	
Maximum Debt Service Collection	

Total Revenues	
$	749,296	
$	726,853	
$	727,253		

EXPENDITURES					

Principal Payments	
570,000	
580,000	
595,000	
Principal Payment Due In 2025	

Interest Payments	
161,998	
143,594	
131,022	
Interest Payments Due In 2025	

Bond Redemption	
0	
3,259	
1,231	
Estimated Excess Debt Collections	

Total Expenditures	
$	731,998	
$	726,853	
$	727,253		

Excess/ (Shortfall)	
$	17,298	
$	-	
$	-		

Series 2021 Bond Refunding Information

Original Par Amount =	$8,125,000	Annual Principal Payments Due =	May 1st	
Interest Rate =	2.14%	Annual Interest Payments Due =	May 1st & November 1st	
Issue Date =	March 2021			
Maturity Date =

Par Amount As Of 1/1/24 =	May 2034

$7,000,000			

Cutler Cay Community Development District Assessment Comparison

	Fiscal Year	Fiscal Year	Fiscal Year	Fiscal Year	
	2021/2022	2022/2023	2023/2024	2024/2025	
Lot	Assessment	Assessment	Assessment	Projected Assessment	
Size	Before Discount*	Before Discount*	Before Discount*	Before Discount*	

60	
Administrative	
$	173.50	$	195.83	$	202.10	
$	
221.35	
	Maintenance - Operating	$	1,091.05	$	1,772.54	$	1,470.45	$	2,266.23	
	Restoration Project Loan	$	-	$	-	$	295.82	$	-	
	Debt - 2004 Bond/2014 Refunding	$	1,472.84	$	1,472.84	$	1,472.84	$	1,472.84	
	Sub-Total For Lot Size 60	$	2,737.39	$	3,441.21	$	3,441.21	$	3,960.42	
75	Administrative	$	173.50	$	195.83	$	202.10	$	221.35	
	Maintenance - Operating	$	1,091.05	$	1,772.54	$	1,470.45	$	2,266.23	
	Restoration Project Loan	$	-	$	-	$	295.82	$	-	
	Debt - 2004 Bond/2014 Refunding	$	1,532.45	$	1,532.45	$	1,532.45	$	1,532.45	
	Sub-Total For Lot Size 75	$	2,797.00	$	3,500.82	$	3,500.82	$	4,020.03	
125	Administrative	$	173.50	$	195.83	$	202.10	$	221.35	
	Maintenance - Operating	$	1,091.05	$	1,772.54	$	1,470.45	$	2,266.23	
	Restoration Project Loan	$	-	$	-	$	295.82	$	-	
Debt - 2004 Bond/2014 Refunding	$	1,704.37	$	1,704.37	$	1,704.37	$	1,704.37	
Sub-Total For Lot Size 125	$	2,968.92	$	3,672.74	$	3,672.74	$	4,191.95	

* Assessments Include the Following :						
4% Discount for Early Payments 1% County Tax Collector Fee
1% County Property Appraiser Fee

 Community Information:	
Sixty Foot Lots	180	
Seventy Five Foot Lots	258	
One Hundred Twenty Five Foot Lots	67	
Total Units	505	

 Seventy Five Foot Lots Information		
Total Units	258	
Prepayments	1	
Billed For Debt	257	

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PURPOSE OF SURVEY:

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C IENT INFOR ATION:

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BEY SEDAGAT SURVEYOR S CERTIFICATE:
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SŠ„znl’ O„.0
23193 0 01

Worldwide Distributors Inc. dba Elighting

10300 SW 72 Street, Ste 235
Miami, FL 33173
(305) 969-8754

Estimate 9618

info@elighting.org https://worldwidedistributors.co/
ADDRESS

EXPIRATION DATE 06/14/2024

DATE 03/13/2024

CUTLER CAY COMMUNITY DEVELOPMENT DISTRICT 7755 SW 192ND ST CUTLER BAY, FL 33157

Project; Cutler Cay CDD

DESCRIPTION

QTY	AMOUNT

Phase 2 - Drainage System Repair

Scope of work
Jetting of lines (W Root Removal) - Qty. 8
Vac truck, support truck, any and all attachments for root cutting, cleaning of all lines and basins in connection with scope of work, CCTV to assist with root cutting operations.

Notes:
Should pipe have offsets or breaks, certain root cutting may not be used and not all roots could be cleared.
Any other feature interrupting the operation of cutters will affect how much roots can be cut and extracted.
Trench Excavation & Restoration
Excavation, point repair and restoration of sectional Solid drainage pipe (Qty. 5)
Excavation, installation and restoration per Miami Dade County Standards / Plans
Trench Excavation & Restoration
Excavation, point repair and restoration of sectional French drainage pipe (Qty. 3)
Excavation, installation and restoration per Miami Dade County Standards / Plans Drainage
Main Entrance Drainage Improvement / Modification
Installation of 42" Round Curb Inlet Type 9 (<10') w/ 8" Top Slab & USF # 5129- 6176 Hinged Frame, Grate & Hood.
Installation of Partial Top Only Slab w/ USF # 310-A Storm Ring and Cover. (S-2)
Installation of ABS Baffles up to 24"
Road Widening with new F-Curb, Limerock Base , striping, asphalt pavement, striping with new delineators
* Traffic loop reinstallation if damaged * ADA Detectable Pad 4' x 2'
Removal and Reinstallation of existing concrete ramps with ADA mats (Qty. 10) Demolition of 12" Concrete D-Curb -
Demo & disposal of concrete d-curb and F-curb (105 LF)

12" D-Curb -
Installation of concrete D-curb and F-curb with drainage pipe where existing (105 LF)
Notes:
Sod harmonization is included
Pavement restoration for the existing fire hydrant is included
MOT Included (Provided MOT plan)

TOTAL

$135,688.00

Police officer not included
		- Price Guaranteed for 90 Days	 Accepted By

16,696.00

35,157.00

18,925.00

46,273.00

11,737.00

6,900.00

Cutler Cay CDD - Damaged Curbs Report	
Location	Image	Engineer
Comments	

Intersection of SW 192 ST & SW 193 ST
(SW corner) - Just across the street from Clubhouse	

Saw cut and replace curb drain	

Intersection of SW 192 ST & SW 193 ST
(SE corner) - Just across the street from the Clubhouse	

Saw cut and replace curb drain	

Intersection of SW 188 ST & SW 77 CT
(NE corner)	

Saw cut and replace curb	

Intersection of SW 188 ST & SW 78 AV
(NE corner)	

Saw cut and replace curb and gutter	

Intersection of SW 188 ST & SW 78CT
(NW corner)	

Saw cut and replace curb	

Intersection of SW 188 ST & SW 78 CT
(NE corner)	

Saw cut and replace curb	

Intersection of SW 194 ST & SW 80 CT
(SE corner)	

Saw cut and replace curb	

Intersection of SW 194 ST & SW 80 CT
(SW corner)	

Saw cut and replace curb	

Intersection of SW 195 TER & SW 80 CT
(SE corner) - Next to School Sidewalk	

Saw cut and replace curb and gutter	

Intersection of SW 194 ST & SW 79 CT
(SE corner)	

Saw cut and replace curb end	

Intersection of SW 194 ST & SW 79 CT
(SW corner)	

Saw cut and replace curb and gutter	

Page 33

CUTLER CAY CDD

PENSACOLA

FORT WALTON BEACH

CHIPLEY

TALLAHASSEE	JACKSONVILLE
LAKE

PROPOSED DRAINAGE REPAIRS

PANAMA CITY

CITY GAINESVILLE

ST AUGUSTINE

INDEX OF DRAINAGE REPAIR PLAN

PHASE II

OCALA	DAYTONA BEACH DELAND

SHEET NO.
1

SHEET DESCRIPTION COVER SHEET

CITY OF CUTLER BAY

NEW PORT RICHEY

ORLANDO BEACH LINE

MELBOURNE - COCOA

2	DRAINAGE REPAIR LOCATIONS PLAN AND DETAIL

TAMPA	LAKELAND

3
4 - 8
9 - 10
11

DRAINAGE & ROADWAY REPAIR AT MAIN ENTRANCE STORMWATER POLLUTION PREVENTION PLANS
GENERAL NOTES DETAILS

MIAMI-DADE COUNTY, FLORIDA 33189

LOCATION OF PROJECT

ST PETERSBURG

SARASOTA - BRADENTON

BARTOW

FT MYERS

FT PIERCE

WEST PALM BEACH

FT LAUDERDALE MIAMI

KEY WEST

SW 107 AV

0	1 MILE	2 MILES

SCALE 1"= 1 MILE

SW 87 AV

PROJECT LOCATION

Alvarez Engineers, Inc.
FLORIDA CERTIFICATE OF AUTHORIZATION No. 7538
8935 NW 35 Lane, Suite 101
Doral, Florida 33172
Tel. (305) 640-1345 Fax (305) 640-1346

GOVERNING DESIGN STANDARDS:
THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH AND ARE GOVERNED BY THE MIAMI-DADE COUNTY PUBLIC WORKS DEPARTMENT STANDARDS AND SPECIFICATIONS PARTS 1, 2 AND 3. THE MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN,
CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS. THE FLORIDA DEPARTMENT OF TRANSPORTATION CURRENT ROADWAY AND TRAFFIC DESIGN STANDARDS, AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS,
AS AMENDED BY CONTRACT DOCUMENTS.

LOCATION PLAN MIAMI-DADE COUNTY
T56/R40/S01&02

No 58579

STATE OF

THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY REYNALDO R. CHINEA, ON 01/10/2023.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

REYNALDO R. CHINEA
P.E. NO. 58579
ALVAREZ ENGINEERS, INC
8935 NW 35 Lane, Suite 101
MIAMI, FLORIDA 33172

SHEET NO.

1

Carlos Castaneira

1/10/2023

10:54:41 AM

P:\031101 - Cutler Cay CDD\DRAINAGE REPAIR Phase II\CADD\Design\KEYSUW01.dwg

SD-90

7713

SD-16B

SD-93D

SD-91B

SD-91C

SD-93A

SD-93C

SD-92A

SD-93B

SD-92B

SD-92D

SD-92C

SD-##

SD-E1

No 58579

THIS ITEM HAS BEEN DIGITALLY

THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.

SIGNED AND SEALED BY REYNALDO R. CHINEA, ON 01/10/2023.

✩	✩	✩

REVISIONS

A

STATE OF

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

SHEET

DATE	DESCRIPTION	DATE	DESCRIPTION	

 Alvarez Engineers, Inc.
FLORIDA CERTIFICATE OF AUTHORIZATION No. 7538
8935 N.W. 35 Lane, Suite 101
Miami, Florida 33172
Tel. (305) 640-1345 Fax (305) 640-1346

CUTLER CAY CDD DRAINAGE REPAIR PHASE II

D5AKNA*E 5ElPAK5 L2&ATK2N6 lPLAN AND DETAKL

NO.

2

EXIST. OUTFALL

DOUBLE-CRESTED CORMORANT
LAKE

L2-06

L2-16

L2-05

L2-07

CUTLER CAY CLUBHOUSE

L2-13

L2-02

L2-01

L2-03

L2-04

L2-11

L2-09

L2-08

L2-14

LEGEND

L2-12

L2-15

HOUSE NUMBER

L2-10

AS-BUILD STRUCTURE DRAINAGE NUMBERS

L##	WORK LOCATION NUMBERS

EXIST. MANHOLE EXIST. INLET
EXIST. PIPE
EXIST.  TRENCH

EXIST.  ENDWALL

7774
SD-95C

SD-95B
7775
7765
SD-94D

SD-96D
7743

7786

SD-96B
7764

7733
SD-96C

SD-94A
7776

7755

SD-97
7754

7755

7723

SD-17

7766

7745
SD-94C

7744

SD-98B
SD-91A

Carlos Castaneira

1/10/2023

9:54:12 AM

P:\031101 - Cutler Cay CDD\DRAINAGE REPAIR Phase II\CADD\Design\PLANRD01.dwg

6" TOP SOIL & SOD HARMONIZATION
RE-CONSTRUCT CURB & GUTTER TYPE F
1.5" ASPHALT (SP-9.5)

8" LIMEROCK BASE

SAWCUT

4

3" MILLING AND

EXIST. SIDEWALK TO REMAIN

0	4	10	20

Feet

CUTLER CAY

AT

SW 78 AVE

HOMES GUARDHOUSE

AND OLD

CUTLER RD.

RESURFACING

EXIST. ROADWAY PAVEMENT
TO REMAIN

"A"

12" STABILIZED SUBGRADE

EXISTING FIRE HYDRANT (RE-CONSTRUCT CONCRETE APRON)
RE-CONSTRUCT  SPEED HUMP
AND YELLOW PAINT 6" TOP SOIL & SOD HARMONIZATION

EXIST. SIDEWALK
TO REMAIN

PROP. TYPE P-9 CURB INLET IN THE
EXIST. LOW POINT & CONNECT TO THE EXISTING FRENCH DRAIN.
INLET (EOP) EL. 9.50 PROP. PROP. BAFFLE (N)
INVERT: EL. 2.20 (N) BOTTOM: EL. 0.20

UNDER RULE 61G15-23.004, F.A.C.

5 LF 18" HDPE SOLID PIPE
CONNECTED TO EXIST. FRENCH DRAIN WITH A 18" HDPE COUPLING

SECTION
NTS

EXISTING WATER VALVE
TO REMAIN
RE-CONSTRUCT 104 LF OF CURB AND GUTTER TYPE F
5.5' WIDENING PAVEMENT RE-CONSTRUCTION

4

3" MILLING AND RESURFACE WITH SP-9.5 ASPHALT THE EXIST. PAVEMENT

EXISTING
FRENCH DRAIN TO REMAIN

A

END RE-CONSTRUCTION OF CURB AND GUTTER TYPE F & SAWCUT AND MATCH
EXIST.

BEGIN RE-CONSTRUCTION OF
	 		   CURB AND  GUTTER  TYPE F & SAWCUT AND MATCH EXIST.

9.0'

A

1'

MODIFY EXISTING CASH BASIN TO

THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED

TYPE P-7 TOP MANHOLE

14.5'

SAWCUT AND MATCH EXIST.

3'

24.5'

RE-INSTALL VEHICLE SENSOR LOOPS

6" WHITE
	 	 INSTALL 12 - 36" HEIGHT WHITE FLEXIBLE SURFACE MOUNTED TUBULAR
TRAFFIC DELINEATORS
5' C/C

20.5'

SAWCUT AND MATCH EXIST.

6" YELLOW

EXIST CURB TO REMAIN (TYP.)

17.5'

103.5'

SW 78 AVE

PLAN

No 58579

THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY REYNALDO R. CHINEA, ON 01/10/2023.

✩	✩	✩

REVISIONS

A

STATE OF

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

SHEET

DATE	DESCRIPTION	DATE	DESCRIPTION	

 Alvarez Engineers, Inc.
FLORIDA CERTIFICATE OF AUTHORIZATION No. 7538
8935 N.W. 35 Lane, Suite 101
Miami, Florida 33172
Tel. (305) 640-1345 Fax (305) 640-1346

CUTLER CAY CDD DRAINAGE REPAIR PHASE II

'5$,N$*(   52$':$< 5(3$,5
$7 0$,N (N75$N&(

NO.

3

Carlos Castaneira

1/10/2023

9:55:43 AM

P:\031101 - Cutler Cay CDD\DRAINAGE REPAIR Phase II\CADD\Design\PLANRD03.dwg

STORMWATER POLLUTION PREVENTION PLAN
NARRATIVE DESCRIPTION
THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE DESCRIPTION CONTAINS REFERENCES TO THE CONTRACT
DOCUMENTS, THE FDOT DESIGN STANDARDS, AND OTHER SHEETS OF THESE CONSTRUCTION PLANS. THE COMPLETE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF SEVERAL ITEMS INCLUDING: THIS NARRATIVE DESCRIPTION, THE REFERENCED IN THIS NARRATIVE, THE CONTRACTOR'S APPROVED EROSION CONTROL PLAN (ECP) PREPARED AND SUBMITTED IN ACCORDANCE
WITH SECTION 104 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AS MODIFIED BY THE CONTRACT DOCUMENTS, AND REPORTS OF INSPECTIONS MADE DURING CONSTRUCTION.
SITE DESCRIPTION
NATURE OF CONSTRUCTION ACTIVITIES:
THE PROJECT IS LOCATED AT SEVERAL LOCATION IN CUTLER CAY CDD, IN THE CITY OF CUTLER BAY AND INCLUDES
CLEARING AND GRUBBING, EARTHWORK, PAVEMENT AND GRADING, STORM SEWER, STORM DRAINAGE INLETS, PIPES AND EXFILTRATION TRENCHES UTILITIES..
SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES:
THE CONTRACTOR SHALL PROVIDE IN THE ECP A DETAILED SEQUENCE OF CONSTRUCTION FOR ALL CONSTRUCTION
ACTIVITIES. EACH CONSTRUCTION LOCATION REQUIRES THE INSTALLATION OF PERIMETER CONTROL, AFTER CLEARING AND GRUBBING AS NECESSARY FOR THE INSTALLATION OF THE CONTROLS, PRIOR TO BEGINNING ANY WORK. THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF MAJOR ACTIVITIES BELOW, UNLESS THE CONTRACTOR PROPOSES A DIFFERENT SEQUENCE THAT IS EQUAL OR BETTER AT CONTROLLING EROSION AND TRAPPING SEDIMENT AND IS APPROVED BY THE
ENGINEER.
CLEARING AND GRUBBING, AND EARTHWORK ASSOCIATED WITH THE CONSTRUCTION IMPROVEMENTS
STORM DRAINAGE INCLUDING INLETS, PIPES AND FRENCH DRAINS..
FINAL GRADING, PAVEMENT AND LANDSCAPING.

AREA ESTIMATES (ACRE)
TOTAL BASIN AREA: 215.34 Ac.
TOTAL AREA OF THE SITE THAT IS EXPECTED TO BE DISTURBED: 0.20 Ac.

EXISTING DATA DESCRIBING THE SOIL OR THE QUALITY OF ANY DISCHARGE FROM THE SITE AND AN ESTIMATE OF THE SIZE OF THE DRAINAGE AREA FOR EACH DISCHARGE POINT:
RATIONAL RUNOFF COEFFICIENT:
BEFORE: N/A
DURING: VARIES FROM N/A
AFTER CONSTRUCTION: N/A
EXISTING DATA DESCRIBING THE SOIL OR THE QUALITY OF DISCHARGE FROM THE SITE:
PER THE UNITED STATES DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE SOIL SURVEY REPORT OF DADE COUNTY AREA, FLORIDA, THE SOILS ENCOUNTERED ON THE PROJECT ARE URBAN LAND SOIL, WHICH ARE CATEGORIZED AS MODERATELY WELL DRAINED.
THE SIZE OF THE DRAINAGE AREA FOR EACH OUTFALL.
THE SITE WILL HAVE ONE OUTFALL INTO AN EXISTING LAKE, ON THE SOUTH EAST PORTION OF THE DISTRICT.
iii. THE LOCATION OF THE PROPOSED OUTFALL IS SHOWN IN THE PROJECT (SHEET 2).
SITE MAP: THE ASSOCIATED CONSTRUCTION PLAN SHEETS (SHEET 2) WILL BE USED AS THE SITE MAP.
LOCATIONS OF THE REQUIRED INFORMATION ARE DESCRIBED BELOW. THE SHEET NUMBERS FOR ALL ITEMS DISCUSSED ARE IDENTIFIED ON THE COVER SHEET OF THE CONSTRUCTION PLANS AND CROSS SECTIONS PLANS.
DRAINAGE PATTERNS AND APPROXIMATE SLOPES ANTICIPATED AFTER MAJOR GRADING ACTIVITIES: THE EXISTING SLOPES OF THE SITE WILL NOT CHANGE WITH THE CONSTRUCTION PLAN (SHEETS 2).
	AREAS OF SOIL DISTURBANCE: THE AREAS TO BE DISTURBED ARE INDICATED ON THE CONSTRUCTION PLAN. ANY AREAS WHERE PERMANENT FEATURES ARE SHOWN TO BE CONSTRUCTED ABOVE OR BELOW GROUND WILL BE DISTURBED.
	AN OUTLINE OF AREAS WHICH MAY NOT BE DISTURBED: THESE AREAS OF THE PROJECT OUTSIDE THE CLEARING AND GRUBBING AND CONSTRUCTION ACTIVITIES WHICH ARE COMPRISED OF THOSE THAT ARE NOT SUBJECT TO ANY SOIL DISTURBING ACTIVITIES.
	THE LOCATION OF MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS IDENTIFIED IN THE PLAN: TEMPORARY SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AT ALL LOCATIONS WHERE DISTURBANCE OF SOILS WILL OCCUR.
ADDITIONAL MEASURES MAY BE REQUIRED AS NECESSARY WHERE STORMWATER RUNOFF HAS THE POTENTIAL TO REACH SURFACE WATERS OR OFFSITE STORMWATER COLLECTION FACILITIES.
	THE LOCATION OF AREAS WHERE STABILIZATION PRACTICES ARE EXPECTED TO OCCUR, SURFACE WATERS, WETLANDS AND LOCATIONS WHERE STORMWATER IS DISCHARGED TO A SURFACE WATER OR MS4: N/A

CONTROLS
EROSION AND SEDIMENT CONTROLS: THE CONTRACTOR SHALL DESCRIBE IN THE ECP THE PROPOSED STABILIZATION AND STRUCTURAL PRACTICES. THE CONTRACTOR MAY CHOOSE TO ACCEPT THE FOLLOWING GUIDELINES OR MODIFY THEM IN THE ECP, SUBJECT TO APPROVAL BY THE ENGINEER. AS WORK PROGRESSES, THE CONTRACTOR SHALL MODIFY THE PLAN TO ADAPT TO SEASONAL VARIATION, CHANGES IN CONSTRUCTION ACTIVITIES, AND THE NEED FOR BETTER MANAGEMENT PRACTICES. FOR EACH CONSTRUCTION PHASE INSTALL PERIMETER CONTROLS AFTER CLEARING AND GRUBBING NECESSARY FOR INSTALLATION OF CONTROLS BUT BEFORE BEGINNING OTHER WORK FOR THE CONSTRUCTION PHASE. REMOVE
PERIMETER CONTROLS ONLY AFTER ALL UPSTREAM AREAS ARE STABILIZED. IN ADDITION:
FURNISH AND PLACE ROCK BAGS TO CONTROL EROSION AND SILTATION.

INSTALL SOIL TRACKING PREVENTION DEVICES (STPDS) AT ALL COMMON AREAS WHERE CONSTRUCTION VEHICLES WILL BE ENTERING AND EXITING THE CONSTRUCTION SITE.

INSTALL SILT FENCE THROUGHOUT THE PROJECT LIMITS AT THE R/W LINES WHERE THERE ARE GREEN AREAS, AT THE TOE OF SLOPE OF EMBANKMENTS AND AT LOCATIONS AS DESCRIBED IN THE EROSION AND SEDIMENT CONTROL
DETAILS.

SEDIMENT FILTERS SHALL BE FOR ALL EXISTING INLETS SUBJECT TO SEDIMENT RUNOFF.

EROSION CONTROL MATS MAY BE UTILIZED AS AN EXTRA MEASURE OF PROTECTION FOR EMBANKMENT OR BERM CONSTRUCTION TO PREVENT EROSION.

CLEARING AND GRUBBING OPERATIONS WILL BE CONTROLLED TO MINIMIZE UNPROTECTED ERODIBLE AREAS EXPOSED TO WEATHER. AREAS OUTSIDE THE LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED.

THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.

EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN LOCATIONS WHERE THE MATERIAL COULD BE WASHED AWAY BY HIGH WATER, RAIN OR STORMWATER RUNOFF. STOCKPILES SHALL BE COVERED OR ENCIRCLED WITH SEDIMENT
CONTROL DEVICES.

STABILIZATION PRACTICES: IN THE ECP, THE CONTRACTOR SHALL DESCRIBE THE STABILIZATION PRACTICES PROPOSED TO CONTROL EROSION. THE CONTRACTOR SHALL INITIATE ALL STABILIZATION MEASURES AS SOON AS PRACTICAL, BUT IN NO CASE MORE THAN 7 DAYS, IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY
OR PERMANENTLY CEASED. THE STABILIZATION PRACTICES SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE APPROVED BY THE ENGINEER.

TEMPORARY: INCLUDES SOD, MULCH, AND ARTIFICIAL COVERINGS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

PERMANENT: INCLUDES ASPHALT OR CONCRETE SURFACE, SOD, ROADSIDE SWALES, RIP-RAP BOULDERS AND SAND CEMENT BAGS.

STRUCTURAL PRACTICES: IN THE ECP, THE CONTRACTOR SHALL DESCRIBE THE PROPOSED STRUCTURAL PRACTICES TO CONTROL AND TRAP SEDIMENT AND OTHERWISE PREVENT THE DISCHARGE OF POLLUTANTS FROM EXPOSED AREAS OF THE SITE. SEDIMENT CONTROLS SHALL BE IN PLACE BEFORE DISTURBING SOIL UPSTREAM OF THE CONTROL. THE
STRUCTURAL PRACTICES SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE APPROVED BY THE ENGINEER.

TEMPORARY: INCLUDES SILT FENCE, SYNTHETIC BALES, ROCK BAGS, TURBIDITY BARRIERS AND SOIL TRACKING
PREVENTION DEVICES PER THE CONTRACT DOCUMENTS. SEE EROSION AND SEDIMENT CONTROL DETAILS FOR MORE INFORMATION. ALL SEDIMENT CONTROLS SHALL BE IN PLACE PRIOR TO ANY SOIL DISTURBING ACTIVITY.

PERMANENT: NOT APPLICABLE TO THIS PROJECT.

PERMANENT STORMWATER MANAGEMENT CONTROLS: STORMWATER RUNOFF IS CONVEYED BY PAVEMENT FLOW LINES TO THE PROP. DRAINAGE SYSTEM.

CONTROL FOR OTHER POTENTIAL POLLUTANTS: THE CONTRACTOR SHALL PRACTICE GOOD HOUSEKEEPING BY INSTITUTING A CLEAN, ORDERLY CONSTRUCTION SITE. THE FOLLOWING CONTROLS SHALL BE IMPLEMENTED TO FURTHER REDUCE POLLUTION AT THE PROJECT SITE:

	WASTE DISPOSAL: IN THE ECP, THE CONTRACTOR SHALL DESCRIBE THE PROPOSED METHODS TO PREVENT THE DISCHARGE OF SOLID MATERIALS, INCLUDING BUILDING MATERIALS, TO WATERS OF THE UNITED STATES. THE PROPOSED METHODS
SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE APPROVED BY THE ENGINEER:

THE CONTRACTOR SHALL DEMONSTRATE THE PROPER DISPOSAL OF ALL CONSTRUCTION WASTE GENERATED WITHIN THE PROJECT LIMITS. WASTE MAY INCLUDE, BUT NOT BE LIMITED TO, VEGETATION FROM CLEARING AND GRUBBING ACTIVITIES, PACKAGING MATERIALS, SCRAP BUILDING MATERIALS, LITTER FROM TRAVELING PUBLIC, SEWAGE FROM SANITARY FACILITIES, HERBICIDES AND PESTICIDES AND THEIR CONTAINERS, AND HYDROCARBON PRODUCTS.  CONTRACTOR SHALL DESIGNATE A WASTE COLLECTION AREA ONSITE AND DELINEATE THE AREA ON THE SWPPP SITE MAP.

SANITARY/SEPTIC FACILITIES SHALL BE PROVIDED AND MAINTAINED IN A NEAT AND SANITARY CONDITION, FOR THE USE OF THE CONTRACTOR'S EMPLOYEES AS NECESSARY TO COMPLY WITH THE REQUIREMENTS AND REGULATIONS OF THE STATE
AND LOCAL BOARDS OF HEALTH. A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR AS REQUIRED BY STATE REGULATIONS WILL COLLECT ALL SANITARY WASTE FROM PORTABLE UNITS.

DISCHARGE POINT(S)
REFER TO SECTIONS D.C.i, D.C.ii, AND D.C.iii ABOVE.

No 58579

THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY REYNALDO R. CHINEA, ON 01/10/2023.

✩	✩	✩

REVISIONS

A

STATE OF

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

SHEET

DATE	DESCRIPTION	DATE	DESCRIPTION	

 Alvarez Engineers, Inc.
FLORIDA CERTIFICATE OF AUTHORIZATION No. 7538
8935 N.W. 35 Lane, Suite 101
Miami, Florida 33172
Tel. (305) 640-1345 Fax (305) 640-1346

CUTLER CAY CDD DRAINAGE REPAIR PHASE II

STORMWATER POLLUTION PREVENTION PLANS

NO.

4

Carlos Castaneira

1/10/2023

10:58:31 AM

P:\031101 - Cutler Cay CDD\DRAINAGE REPAIR Phase II\CADD\Design\SWPPRD01.dwg

THE CONTRACTOR WILL PROVIDE LITTER CONTROL AND COLLECTION WITHIN THE PROJECT LIMITS DURING
CONSTRUCTION ACTIVITIES. CONTRACTOR WILL PROVIDE AN ADEQUATE NUMBER OF LITTER CONTAINERS WITH LIDS AT THE STAGING, STOCKPILE AND FIELD OFFICE AREAS (AS APPLICABLE). WASTE COLLECTION WILL BE SCHEDULED SO THAT CONTAINERS ARE EMPTIED PRIOR TO OVERFLOW. SPILLED LITTER CONTAINERS WILL BE CLEANED UP
IMMEDIATELY.
OFF-SITE VEHICLE TRACKING & GENERATION OF DUST: IN THE ECP, THE CONTRACTOR SHALL DESCRIBE THE
PROPOSED METHODS FOR MINIMIZING OFFSITE VEHICLE TRACKING OF SEDIMENTS AND GENERATING DUST. THE
PROPOSED METHODS SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE APPROVED BY THE ENGINEER.
STABILIZING CONSTRUCTION ENTRANCES AS NECESSARY.
THE CONTRACTOR SHALL TAKE MEASURES TO INSURE THE CLEANUP OF SEDIMENTS THAT HAVE BEEN TRACKED BY VEHICLES OR HAVE BEEN TRANSPORTED BY WIND OR STORMWATER ABOUT THE SITE OR ONTO NEARBY ROADWAYS.
REMOVING EXCESS DIRT FROM ROADS DAILY.
USING ROADWAY SWEEPERS DURING DUST GENERATING ACTIVITIES SUCH AS EXCAVATION AND MILLING OPERATIONS.
STABILIZED CONSTRUCTION ENTRANCES AND CONSTRUCTION ROADS, IF APPROPRIATE, SHALL BE IMPLEMENTED TO REDUCE OFF-SITE TRACKING.
LOADED HAUL TRUCKS SHALL BE COVERED WITH TARPAULIN. EXCESS DIRT ON THE ROAD SHALL BE REMOVED DAILY.
STATE OR LOCAL REGULATIONS: IN THE ECP, THE CONTRACTOR SHALL DESCRIBE THE PROPOSED PROCEDURES TO
COMPLY WITH APPLICABLE STATE AND LOCAL REGULATIONS FOR WASTE DISPOSAL, AND SANITARY SEWER OR SEPTIC SYSTEMS.
APPLICATION OF FERTILIZER AND PESTICIDES
THE APPLICATION AND HANDLING OF HERBICIDES AND PESTICIDES SHALL BE IN COMPLIANCE WITH THE
MANUFACTURER RECOMMENDED METHOD AND IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AS MODIFIED BY THE CONTRACT DOCUMENTS.
HERBICIDES AND PESTICIDES SHALL BE STORED ONSITE IN THEIR ORIGINAL CONTAINERS WITH PRODUCT LABEL INTACT.
TOXIC SUBSTANCES AND MATERIALS
IN THE ECP, THE CONTRACTOR SHALL PROVIDE A LIST OF TOXIC SUBSTANCES AND MATERIALS THAT ARE LIKELY TO BE USED ON THE JOB AND PROVIDE A PLAN ADDRESSING THE GENERATION, APPLICATION, MIGRATION, STORAGE,
AND DISPOSAL OF THESE SUBSTANCES.
CONTRACTOR SHALL PROVIDE EQUIPMENT NECESSARY TO CONTAIN AND CLEAN UP SPILLS OF HAZARDOUS
MATERIALS, INCLUDING PETROLEUM PRODUCTS. SPILLS SHALL BE CONTAINED AND CLEANED UP IMMEDIATELY AFTER THEY OCCUR. SPILLED MATERIAL AND THE EQUIPMENT USED TO CLEAN UP THE SPILL SHALL NOT COME IN CONTACT WITH SURFACE WATERS OR BE INTRODUCED INTO STORMWATER. DISPOSAL OF SURPLUS PRODUCT WILL BE DONE PER MANUFACTURER RECOMMENDED METHOD.
CONTRACTOR SHALL PROVIDE A PROJECT SPECIFIC HAZARDOUS MATERIALS SPILL CONTROL PLAN IN ORDER TO ADDRESS THE HANDLING OF HYDROCARBON AND HAZARDOUS MATERIALS.
PETROLEUM PRODUCTS SHALL BE STORED IN COVERED AREAS WITH SECONDARY CONTAINMENT SURROUNDING CONTAINER.
TOXIC/HAZARDOUS MATERIALS EXPOSED DURING CONSTRUCTION ACTIVITIES SHALL BE HANDLED PER THE FDOT CURRENT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AS MODIFIED BY THE CONTRACT DOCUMENTS.
APPROVED STATE AND LOCAL PLANS AND PERMITS
FDEP GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES: TO BE APPLIED FOR.
MAINTENANCE: IN THE ECP, THE CONTRACTOR SHALL PROVIDE A PLAN FOR MAINTAINING ALL EROSION AND SEDIMENT CONTROLS THROUGHOUT CONSTRUCTION. THE MAINTENANCE PLAN SHALL AT A MINIMUM, COMPLY WITH THE FOLLOWING:
SILT FENCE-TWELVE (12) MONTHS, OR AS REQUIRED, REPLACEMENT INTERVAL IN ACCORDANCE WITH CONTRACT'S SPECIFICATIONS.
TURBIDITY BARRIER-AS REQUIRED. REPLACE WHEN DAMAGE TO CURTAIN RENDERS IT INEFFECTIVE (I.E. TORN, UNREPAIRABLE).
SEDIMENT FILTERS AT INLETS-CHECK AGGREGATE AFTER RAINFALL EVENTS. CLEAN AGGREGATE IF CLOGGING OCCURS.
THE MAINTENANCE OF THESE DEVICES SHALL OCCUR UNTIL THE ENGINEER HAS DEEMED AN AREA PERMANENTLY
STABILIZED. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE EROSION AND SEDIMENT CONTROL DEVICES ONCE THEY HAVE SERVED THEIR PURPOSE.

INSPECTION
THE CONTRACTOR SHALL BE REQUIRED TO CONDUCT DAILY VISUAL INSPECTIONS OF ALL TEMPORARY AND PERMANENT
EROSION CONTROL MEASURES ALONG THE PROJECT CORRIDOR. THE CONTRACTOR SHALL MAINTAIN, REPAIR AND/OR REPLACE THESE ITEMS AS NECESSARY.

THE ENGINEER SHALL HAVE AN INSPECTOR REVIEWING THE PROJECT'S TEMPORARY AND PERMANENT EROSION CONTROL MEASURES FOR THE ITEMS LISTED BELOW AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND/OR WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.5 INCHES OR GREATER. A WRITTEN INSPECTION REPORT (FORM ATTACHED) IS REQUIRED EVERY SEVEN CALENDAR DAYS OR WITHIN 24 HOURS OF THE END OF A STORM THAT DEPOSITS 0.5 INCHES OF RAIN OR
GREATER.

OUTFALLS INTO THE WATERS OF THE UNITED STATES

POINTS OF DISCHARGE TO MUNICIPAL SEPARATED STORM SEWER SYSTEMS

DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN STABILIZED

AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION

STRUCTURAL CONTROLS

STORMWATER MANAGEMENT SYSTEMS

LOCATIONS WHERE VEHICLES ENTER OR EXIT THIS SITE

CHECK THAT THE APPROVED OR REVISED EROSION CONTROL PLAN IS FOLLOWED

THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.

WHERE SITES HAVE BEEN STABILIZED, INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH.

	THE CONTRACTOR SHALL INITIATE REPAIRS WITHIN 24 HOURS OF INSPECTIONS THAT INDICATE ITEMS ARE NOT IN GOOD WORKING ORDER.
IF INSPECTIONS INDICATE THAT THE INSTALLED STABILIZATION AND STRUCTURAL PRACTICES ARE NOT SUFFICIENT TO MINIMIZE EROSION, RETAIN SEDIMENT, AND PREVENT DISCHARGING POLLUTANTS, THE CONTRACTOR SHALL PROVIDE
ADDITIONAL MEASURES, AS APPROVED BY THE ENGINEER.
NON-STORMWATER DISCHARGES
	IN THE ECP, THE CONTRACTOR SHALL IDENTIFY ALL ANTICIPATED NON-STORMWATER DISCHARGES (EXCEPT FLOWS FROM FIRE FIGHTING ACTIVITIES). THE CONTRACTOR SHALL DESCRIBE THE PROPOSED MEASURES TO PREVENT POLLUTION FROM THESE NON-STORMWATER DISCHARGES.
	IF CONTAMINATED SOIL OR GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR IS TO CEASE OPERATIONS IN THAT AREA. THE CONTRACTOR SHALL CONTACT THE MIAMI-DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) (FORMER DERM) COMPLIANCE DESK, AT (305) 372-6955.
CONTRACTOR/SUBCONTRACTOR CERTIFICATION.
	FOR EACH MEASURE IDENTIFIED IN THE SWPPP, THE CONTRACTOR AND/OR SUBCONTRACTOR(S) THAT WILL IMPLEMENT THE MEASURE MUST SIGN A COPY OF THE CERTIFICATION STATEMENT, PROVIDED IN APPENDIX A OF THE SWPPP, PRIOR TO CONDUCTING ANY CONSTRUCTION ACTIVITIES AT THE SITE.

No 58579

A

✩	✩	✩ STATE OF

THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY REYNALDO R. CHINEA, ON 01/10/2023.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

REVISIONS

 Alvarez Engineers, Inc.

DATE	DESCRIPTION	DATE	DESCRIPTION	

FLORIDA CERTIFICATE OF AUTHORIZATION No. 7538
8935 N.W. 35 Lane, Suite 101
Miami, Florida 33172
Tel. (305) 640-1345 Fax (305) 640-1346

CUTLER CAY CDD DRAINAGE REPAIR PHASE II

STORMWATER POLLUTION PREVENTION PLANS

SHEET NO.

5

Carlos Castaneira

1/10/2023

9:58:53 AM

P:\031101 - Cutler Cay CDD\DRAINAGE REPAIR Phase II\CADD\Design\SWPPRD01.dwg

CLOSED CELL SOLID PLASTIC FOAM FLOATATION (6" DIA. EQUIV.) (12 LBS PER FT BUOYANCY)

58" POLYPRO ROPE (600 LB. BREAKING STRENGTH)

SLOTTED PVC CONNECTOR PIPE METAL COLLAR REINFORCED

18 OZ NYLON REINFORCED PVC FABRIC (300 PSI TEST)

516" VINYL SHEATHED EAW STEEL CABLE (9800 LBS BREAKING STRENGTH) WITH GALVANIZED CONNECTORS
(TOOL FREE DISCONNECT)

POST OPTIONS: 2"X4" OR
2 12" MIN. DIA. WOOD;
STEEL 1.33 LBS/FT.MIN.

6' MAX.

18 OZ. NYLON REINFORCED PVC FABRIC (300 PSI TEST)

D1

D1

5' OR MORE

3'

CLOSED CELL SOLID PLASTIC FOAM FLOTATION (8" DIA. EQUIV.) (17 LBS. PER FT. BUOYANCY)

D2

8"

18 OZ NYLON REINFORCED PVC FABRIC (300 PSI TEST) WITH LACING GROMMETS

1/4" GALVANIZED CHAIN

D2

STRESS PLATE

5/16 IN. CHAIN

18" MIN.

THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.

(TYP.)

TYPE	I	TYPE	II	STAKED TURBIDITY BARRIER

D1=5' STD (SINGLE PANEL FOR DEPTHS 5' OR LESS). D2=5' STD. (ADDITIONAL PANEL FOR DEPTHS >5').
CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10 FEET. TWO (2) PANELS TO BE USED ON DEPTHS GREATER THAN 10'
UNLESS SPECIAL DEPTH CURTAINS ARE SPECIFICALLY CALLED FOR IN THE PLANS OR AS DETERMINED BY THE ENGINEER.

No 58579

THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY REYNALDO R. CHINEA, ON 01/10/2023.

✩	✩	✩

100'

PROPOSED TOE OF SLOPE

A

STATE OF

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

LEGEND:
PILE LOCATIONS DREDGE OR FILL AREA
MOORING BUOY W/ANCHOR ANCHOR
BARRIER MOVEMENT DUE TO CURRENT ACTION

100' TYP

STREAM OR TIDAL CREEK

EXISTING CAUSEWAY

100 °

SHORE LINE LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION SHORE LINE

NOTES:

TURBIDITY BARRIERS

	TURBIDITY BARRIERS ARE TO BE USED IN ALL PERMANENT BODIES OF WATER REGARDLESS OF WATER DEPTH.
NUMBER AND SPACING OF ANCHORS DEPENDENT ON CURRENT VELOCITIES.

DEPLOYMENT OF BARRIER AROUND PILE LOCATIONS MAY VARY TO ACCOMMODATE CONSTRUCTION OPERATIONS.
NAVIGATION MAY REQUIRE SEGMENTING BARRIER DURING CONSTRUCTION OPERATIONS.

STRUCTURE ALIGNMENT

CURRENT

NOTE:
TURBIDITY BARRIERS FOR FLOWING STREAMS AND TIDAL CREEKS MAY BE EITHER FLOATING, OR STAKED TYPES OR ANY COMBINATIONS OF TYPES THAT WILL SUIT SITE CONDITIONS AND MEET EROSION CONTROL AND WATER QUALITY REQUIREMENTS. THE BARRIER TYPES(S) WILL BE AT THE CONTRACTOR'S OPTION UNLESS OTHERWISE SPECIFIED IN THE PLANS, HOWEVER PAYMENT WILL BE

REVISIONS

TURBIDITY BARRIER APPLICATIONS FLOATING TURBIDITY BARRIERS (TYP.)

UNDER THE PAY ITEMS(S) ESTABLISHED IN THE PLANS FOR FLOATING TURBIDITY BARRIER AND/OR STAKED TURBIDITY BARRIER. POSTS IN STAKED TURBIDITY BARRIERS IS TO BE INSTALLED IN VERTICAL POSITION UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

SHEET

DATE	DESCRIPTION	DATE	DESCRIPTION	

 Alvarez Engineers, Inc.
FLORIDA CERTIFICATE OF AUTHORIZATION No. 7538
8935 N.W. 35 Lane, Suite 101
Miami, Florida 33172
Tel. (305) 640-1345 Fax (305) 640-1346

CUTLER CAY CDD DRAINAGE REPAIR PHASE II

STORMWATER POLLUTION PREVENTION PLANS

NO.

6

Carlos Castaneira

1/10/2023

10:05:18 AM

P:\031101 - Cutler Cay CDD\DRAINAGE REPAIR Phase II\CADD\Design\SWPPRD02.dwg

PROPOSED
INLET

12" MIN.

18" MIN.

FILTER FABRIC

3

GRADED GRAVEL
4" MIN. DIA.
2" MAX. DIA.

FILTER FABRIC

WIRE MESH

OPEN RISER

BALES

SIDEWALK

CURB & GUTTER

FLOW

STORM DRAIN
INLET

FILTERED WATER

FLOW

WIRE MESH

SEDIMENT

12" MIN.

18" MIN.

CURB INLET

TEMP. DRAIN ROCK BAGS

CURB & GUTTER

THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.

ROCK BAGS

PARTIAL	INLET	COMPLETED	INLET

DROP INLET PROTECTION-GRAVEL	CURB INLET PROTECTION-GRAVEL
GRAVEL APPLICATIONS (TYP.) OR APPROVED ALTERNATIVE

BALES

DITCH	DITCH

ROCK BAGS

DITCH BOTTOM	INLET	SWALE	INLET

NOTES FOR INLET PROTECTION GRAVEL:

INSTALLATION/APPLICATION CRITERIA:

2

PLACE WIRE MESH (WITH 1 INCH OPENINGS) OVER THE INLET GRATE EXTENDING ONE FOOT PAST THE GRATE IN ALL DIRECTIONS. PLACE FILTER FABRIC OVER THE MESH. FILTER FABRIC SHOULD BE SELECTED BASED ON SOIL TYPE.
PLACE GRADED GRAVEL, TO A MINIMUM DEPTH OF 12 INCHES, OVER THE FILTER FABRIC AND EXTENDING 18 INCHES PAST THE GRATE IN ALL DIRECTIONS.
MAINTENANCE:

INSPECT INLET PROTECTION AFTER EVERY LARGE STORM EVENT AND AT A MINIMUM OF ONCE MONTHLY. REMOVE SEDIMENT ACCUMULATED WHEN IT REACHES 4 INCHES IN DEPTH.
REPLACE FILTER FABRIC AND CLEAN OR REPLACE GRAVEL IF CLOGGING IS APPARENT.

LIMITATIONS:

RECOMMENDED FOR MAXIMUM DRAINAGE AREA OF ONE ACRE.
EXCESS FLOWS MAY BYPASS THE INLET REQUIRING DOWN GRADIENT CONTROLS. PONDING WILL OCCUR AT INLET.

PROTECTION ALONG INLETS WITH ROCK BAGS BALES OR APPROVED ALTERNATIVES

NOTES FOR SYNTHETIC BALES OR BALE TYPE BARRIERS:

TYPE I AND II SYNTHETIC BARRIER SHOULD BE SPACED IN ACCORDANCE WITH CHART 1, SHEET 1 OF
2010 FDOT DESIGN STANDARDS INDEX 102.

BALES SHALL BE ANCHORED WITH TWO (2) 1"x2" (or 1" dia.) x 4' WOOD STAKES. STAKES OF OTHER MATERIAL OR SHAPE PROVIDIN STRENGTH MAY BE USED IF APPROVED BY THE ENGINEER.	STAKES OTHER THAN WOOD SHALL BE REMOVED UPON COMPLETION OF T

RAILS AND POSTS SHALL BE 2"x4" WOOD. OTHER MATERIALS PROVIDING EQUIVALENT STRENGTH MAYBE USED IF APPROVED BY THE

ADJACENT BALES SHALL BE BUTTED FIRMLY TOGETHER.

WHERE USED IN CONJUNCTION WITH SILT FENCE, BALES SHALL BE PLACED ON THE UPSTREAM SIDE OF THE FENCE.

NOTES FOR SOIL TRACKING PREVENTION DEVICE:

USE SANDBAGS, STRAW BALES OR OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO BASIN AS REQUIRED.

WASH WATER MUST BE CARRIED AWAY FROM ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT, CONTRACTOR TO REFER AND FOLLOW THE FDOT & FDEP EROSION AND SEDIMENT CONTROL MANUAL UPDATED JULY 2013.
SECTION V: TEMPORARY CONSTRUCTION SITE BMPs. SOIL TRACKING PREVENTION DEVICE.

REVISIONS

INLET PROTECTION SYSTEM (TYP.) OR APPROVED ALTERNATIVES

No 58579

A

✩	✩	✩ STATE OF

THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY REYNALDO R. CHINEA, ON 01/10/2023.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

SHEET

DATE	DESCRIPTION	DATE	DESCRIPTION	

 Alvarez Engineers, Inc.
FLORIDA CERTIFICATE OF AUTHORIZATION No. 7538
8935 N.W. 35 Lane, Suite 101
Miami, Florida 33172
Tel. (305) 640-1345 Fax (305) 640-1346

CUTLER CAY CDD DRAINAGE REPAIR PHASE II

STORMWATER POLLUTION PREVENTION PLANS

NO.

7

Carlos Castaneira

1/10/2023

10:06:44 AM

P:\031101 - Cutler Cay CDD\DRAINAGE REPAIR Phase II\CADD\Design\SWPPRD03.dwg

POST OPTIONS: SOTFWOOD 4" DIA. SOFTWOOD 4"x4"
HARDWOOD 3" DIA.
STEEL 1.33 LBS/FT

10' MAX.

POULTRY MESH (20 GA. MIN.) OR TYPE A FENCE FABRIC (INDEX No. 801 &
SECTION 550 FDOT SPEC.)
OPTIONAL
POST POSITIONS

PRINCIPLE POST POSITION

 VERTICAL	

(CANTED 20°
TOWARD FLOW)

	33'	

POULTRY MESH OR TYPE A
FENCE FABRIC

5' OR MORE

FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 FDOT SPEC.

FILTER FABRIC SILT FLOW

8"

ELEVATION

18" MIN.

TYPE III SILT FENCE (TYP.)

SECTION

SILT FENCE

ELEVATION	SECTION

THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.

TYPE IV SILT FENCE (TYP.)

SILT FENCE

SLIT FENCE PROTECTION IN DITCHES WITH INTERMITTENT FLOW

SILT FENCE APPLICATIONS (TYP.)

SLIT FENCE PROTECTION
AROUND DITCH BOTTOM INLETS

No 58579

A

✩	✩	✩ STATE OF

THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY REYNALDO R. CHINEA, ON 01/10/2023.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

FLOW

FLOW

POST

POST

NOTES FOR SILT FENCES:

TYPE III SILT FENCE TO BE USED AT MOST LOCATIONS. WHERE USED IN DITCHES, THE SPACING FOR
TYPE III SILT FENCE SHALL BE IN ACCORDANCE WITH CHART 1, SHEET 1 OF 2010 FDOT DESIGN STANDARDS INDEX 102.

	TYPE IV SILT FENCE TO BE USED WHERE LARGE SEDIMENT LOADS ARE ANTICIPATED. SUGGESTED USE IS WHERE FILL SLOPE IS 1:2 OR STEEPER AND LENGTH OF SLOPE EXCEEDS 25 FEET. AVOID USE WHERE THE DETAINED WATER MAY BACK INTO TRAVEL LANES OR OFF THE RIGHT OF WAY.

	DO NOT CONSTRUCT SILT FENCES ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER.

	WHERE USED AS SLOPE PROTECTION, SILT FENCE IS TO BE CONSTRUCTED ON 0% LONGITUDINAL GRADE TO AVOID CHANNELIZING RUNOFF ALONG THE LENGTH OF THE FENCE.

SEDIMENT BARRIERS (TYP.)

DIRECTION OF RUNOFF WATER

PLANT VIEW

PLACE THE END POST OF ONE FENCE BEHIND THE END POST OF THE OTHER FENCE
AS SHOWN.

ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT
SEAL WITH THE FABRIC MATERIAL.

DRIVE BOTH POSTS INTO THE GROUND AND BURY FLAP

REVISIONS

OR APPROVED ALTERNATIVE

JOINING TWO SILT FENCES (TYP.)

SHEET

DATE	DESCRIPTION	DATE	DESCRIPTION	

 Alvarez Engineers, Inc.
FLORIDA CERTIFICATE OF AUTHORIZATION No. 7538
8935 N.W. 35 Lane, Suite 101
Miami, Florida 33172
Tel. (305) 640-1345 Fax (305) 640-1346

CUTLER CAY CDD DRAINAGE REPAIR PHASE II

STORMWATER POLLUTION PREVENTION PLANS

NO.

8

Carlos Castaneira

1/10/2023

10:07:55 AM

P:\031101 - Cutler Cay CDD\DRAINAGE REPAIR Phase II\CADD\Design\SWPPRD04.dwg

GENERAL:
BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29).

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION SHALL BE DONE IN A SAFE MANNER AND IN STRICT COMPLIANCE WITH ALL THE REQUIREMENTS OF THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT LATEST
EDITION, AND ALL STATE AND LOCAL SAFETY AND HEALTH REGULATIONS.
UTILITIES
THE VERIFIED LOCATIONS/ELEVATIONS APPLY ONLY AT THE POINTS SHOWN. THE CONTRACTOR SHALL VERIFY ALL UTILITIES BY ELECTRONIC METHODS AND BY PRE-TRENCHING, PRIOR TO BEGINNING ANY CONSTRUCTION OPERATION. ANY AND ALL CONFLICTS OF EXISTING UTILITIES WITH PROPOSED IMPROVEMENTS MUST BE RESOLVED BY THE ENGINEER AND THE OWNER.
THIS WORK BY THE CONTRACTOR SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED.

PRE-CONSTRUCTION  RESPONSIBILITIES
THE INFORMATION PROVIDED IN THESE PLANS IS TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND EXTENT OF THE CONDITIONS WHICH MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK.  ALL CONTRACTORS ARE DIRECTED,
PRIOR TO BIDDING, TO CONDUCT ANY INVESTIGATIONS THEY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSIONS REGARDING THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED AND UPON WHICH THEIR BIDS WILL BE BASED.

UPON THE RECEIPT OF THE "NOTICE TO PROCEED", THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD AND ARRANGE A PRE-CONSTRUCTION CONFERENCE TO INCLUDE ALL INVOLVED GOVERNMENTAL AGENCIES, UTILITY OWNERS, THE OWNER AND, THE ENGINEER OF RECORD.

THE CONTRACTOR SHALL CONTACT "SUNSHINE ONE-CALL OF FLORIDA" BY CALLING 811 AT LEAST 48 HOURS PRIOR TO
COMMENCING ANY EXCAVATION OR CONSTRUCTION IN ORDER TO PROVIDE FOR THE LOCATION OF EXISTING UNDERGROUND UTILITIES.

THE CONTRACTORS SHALL COORDINATE WITH UTILITIE'S OWNERS IF APPLICABLE T0 ARRANGE FOR RELOCATION AND
TEMPORARY SUPPORT OF UTILITY FEATURES, ETC. AS NECESSARY TO COMPLETE THE WORK, IF APPLICABLE. THE ENGINEER SHALL CONTACT THE UTILITY COMPANY 48 HOURS BEFORE BEGINNING CONSTRUCTION.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND PROTECT ANY AND ALL EXISTING UTILITIES ON THIS PROJECT.

THE CONTRACTOR SHALL SECURE ALL UTILITY EASEMENTS (IF REQUIRED) TO BE SECURED PRIOR TO CONSTRUCTION.

LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AS SHOWN ON THE DRAWINGS WERE OBTAINED FROM THE BEST INFORMATION AVAILABLE AT THE TIME PLANS WERE PREPARED BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THERE MAY BE OTHER IMPROVEMENTS, UTILITIES, ETC., WITHIN THE PROJECT AREA WHICH WERE INSTALLED AND CONSTRUCTED AFTER THE PREPARATION OF THESE PLANS. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR THE FACILITIES SHOWN OR FOR ANY FACILITIES NOT SHOWN. THE CONTRACTOR SHALL VERIFY, PRIOR TO CONSTRUCTION, THE LOCATIONS, ELEVATIONS AND DIMENSIONS OF ALL EXISTING FACILITIES, STRUCTURES AND OTHER FEATURES (WHETHER SHOWN ON THE PLANS OR NOT) AFFECTING THE WORK.

IF, UPON EXCAVATION, EXISTING CONDITIONS ARE FOUND TO BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD SO THAT APPROPRIATE MEASURES CAN BE TAKEN TO RESOLVE THE PROBLEM.

CONTRACTOR SHALL SHOW HARD COPIES OF ALL PROPOSED STANDARD DETAILS AND SPECIFICATIONS AT THE PRE-CONSTRUCTION MEETING TO BE SIGNED BY THE ENGINEER & KEEP THEM IN THE PROJECT LOCATION.

TEMPORARY FACILITIES:
TEMPORARY FACILITIES:

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR OR SUPPLY TEMPORARY WATER SERVICE, SANITARY FACILITIES, AND ELECTRICITY, DURING CONSTRUCTION.
THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE ACCESS ENTRANCE TO COMMERCIAL PROPERTIES AT ALL TIMES, IF APPLICABLE.
THE CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE STRUCTURES AND DITCHES DURING ALL PHASES OF CONSTRUCTION, IF APPLICABLE.

TRAFFIC REGULATION:

	THE CONTRACTOR SHALL PROVIDE ALL WARNING SIGNS, LIGHTS AND FLAG PERSONS AS NECESSARY FOR THE MAINTENANCE OF PEDESTRIAN AND VEHICULAR TRAFFIC IN ACCORDANCE WITH THE MUTCD 2009, AND MIAMI-DADE COUNTY PUBLIC WORKS AND AMERICANS WITH DISABILITIES ACT (ADA) GUIDELINES.
	ALL OPEN TRENCHES AND HOLES ADJACENT TO ROADWAYS OR WALKWAYS SHALL BE PROPERLY MARKED AND BARRICADED TO ASSURE THE SAFETY OF BOTH VEHICULAR AND PEDESTRIAN TRAFFIC.

THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.

NO TRENCHES OR HOLES NEAR WALKWAYS, IN ROADWAYS OR THEIR SHOULDERS ARE TO BE LEFT OPEN DURING NIGHTTIME HOURS WITHOUT EXPRESS PERMISSION OF THE MIAMI-DADE COUNTY PUBLIC WORKS DEPARTMENT.

INSPECTION AND TESTING:
THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD, CITY OF CUTLER BAY PUBLIC WORKS, AND POLICE  DEPARTMENT
48 HOURS PRIOR TO COMMENCING CONSTRUCTION.

THE CONTRACTOR SHALL GIVE THE ENGINEER OF RECORD AT LEAST 48 HOURS ADVANCE NOTICE, AND THE ENGINEER OF RECORD MUST BE PRESENT TO WITNESS FINAL INSPECTION OF PAVING, GRADING AND DRAINAGE.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL APPLICABLE REGULATORY AGENCIES FOR INSPECTION REQUIREMENTS AND CERTIFICATION OF THE WORK.
CONTRACTOR TO RELOCATE, ADJUST ALL WATER AND SEWER, ELECTRIC AND CABLE UTILITIES AND DEVICES LOCATED WITHIN THE WORK ZONE. ALSO, ALL THE LANDSCAPE IMPACTED WITHIN THE WORK ZONE.

No 58579

THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY REYNALDO R. CHINEA, ON 01/10/2023.

✩	✩	✩

REVISIONS

DATE	DESCRIPTION	DATE	DESCRIPTION	

 Alvarez Engineers, Inc.

CUTLER CAY CDD

A

STATE OF

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

SHEET NO.

FLORIDA CERTIFICATE OF AUTHORIZATION No. 7538
8935 N.W. 35 Lane, Suite 101
Miami, Florida 33172
Tel. (305) 640-1345 Fax (305) 640-1346

DRAINAGE REPAIR PHASE II

GENERAL NOTES
9

Carlos Castaneira

1/10/2023

10:09:52 AM

P:\031101 - Cutler Cay CDD\DRAINAGE REPAIR Phase II\CADD\Design\GNOTES.dwg

STORM DRAINAGE:
GENERAL:

DRAINAGE PIPE TO BE ASTM F949 PVC OR APROVED EQUAL BY THE ENGINEER.

PROVIDE A MINIMUM PROTECTIVE COVER OF 24" INCHES OVER STORM SEWER AND AVOID UNNECESSARY CROSSING BY HEAVY CONSTRUCTION VEHICLES DURING CONSTRUCTION.

THE CONTRACTOR SHALL PROTECT COMPLETED DRAINAGE STRUCTURES AND EXFILTRATION SYSTEM FROM CONTAMINATION OF SILT AND CONSTRUCTION DEBRIS. PLACE PLYWOOD ON OR FILTER FABRIC BETWEEN THE FRAME AND INLET GRATE UNTIL
CONSTRUCTION OPERATIONS ARE FINISHED.

PAVING:
GENERAL:

	ALL EXISTING PAVEMENT CUT OR DAMAGED BY CONSTRUCTION SHALL BE PROPERLY RESTORED AT THE CONTRACTOR'S EXPENSE.
WHERE ANY PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING PAVEMENT THE EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT..

MATERIALS AND INSTALLATION:

SUBGRADE FOR ROAD RE-RECONSTRUCTION SHALL BE 12 INCHES COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DENSITY (AASHTO T-180), LBR 40.
BASE COURSE MATERIAL FOR PAVED AREAS SHALL BE OF 8 INCHES PLACED ON A SINGLE LAYER FOR STREETS. BASE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS PER AASHTO T-180, LBR 100.
ASPHALT PAVEMENT TO BE: 1.5" OF SP-12.5.

TESTING:
DENSITY TESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LABORATORY, CERTIFIED BY THE STATE OF FLORIDA, WHERE DIRECTED BY THE MIAMI-DADE COUNTY PUBLIC WORKS DEPARTMENT AND INSPECTOR ONE TEST HOLE TO THE BASE AND
TWO TESTS TO THE SUBGRADE, VERTICALLY SPACED 6 INCHES BETWEEN THEM.  ON EACH PIPE REPAIR LOCATION.

PROJECT RECORD DOCUMENTS:

DURING THE DAILY PROGRESS OF THE JOB, THE CONTRACTOR SHALL RECORD ON HIS SET OF CONSTRUCTION DRAWINGS THE EXACT LOCATION, LENGTH AND ELEVATION OF ANY FACILITY NOT BUILT EXACTLY ACCORDING TO PLANS.
UPON COMPLETION OF DRAINAGE IMPROVEMENTS AND LIMEROCK BASE RE-CONSTRUCTION (AND BEFORE PLACING ASPHALT PAVEMENT) THE CONTRACTOR SHALL FURNISH THE ENGINEER OF RECORD "AS-BUILT" PLANS FOR THESE IMPROVEMENTS,
SHOWING THE LOCATIONS AND PERTINENT GRADES OF ALL DRAINAGE INSTALLATIONS AND THE FINISHED ROCK GRADES OF THE ROAD CROWN AND EDGES OF PAVEMENT AND SWALES BOTTOM GRADES AT 10 FEET INTERVALS MAXIMUM SEPARATION.
UPON COMPLETION OF CONSTRUCTION, AND PRIOR TO FINAL PAYMENT, THE CONTRACTOR SHALL SUBMIT TO THE
ENGINEER OF RECORD ONE COMPLETE SET OF ALL "AS-BUILT" CONTRACT DRAWINGS.  THESE DRAWINGS SHALL BE MARKED TO SHOW "AS-BUILT" CONSTRUCTION CHANGES AND DIMENSIONS, LOCATIONS AND ELEVATIONS OF ALL IMPROVEMENTS.
ALL "AS-BUILT" INFORMATION SHALL BE CERTIFIED BY A FLORIDA REGISTERED LAND SURVEYOR.
CONTRACTOR SHALL SUBMIT PICTURES & VIDEOS OF ALL WORK PERFORMED AFTER COMPLETION OF EACH LOCATION.

SCOPE OF WORK

THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.

EIGHT (8) TREE ROOT REMOVAL INSIDE DRAINAGE PIPES USING WITH CUTTING EQUIPMENT FROM THE INSIDE OF THE PIPE. NOT EXCAVATION REQUIRED.

FIVE (5) DRAINAGE SOLID PIPE REPAIRS. REQUIRE EXCAVATION IN EACH LOCATION.

THREE (3) FRENCH DRAIN PIPE REPAIRS. REQUIRE EXCAVATION IN EACH LOCATION.

	INSTALLATION A DRAIN BASIN TO DRAY A SMALL PONDING IN FRONT OF A RESIDENCE PROPERTY DUE TO THE FINISHED GRADE OF THE ROAD DOES NOT ALLOW THE WATER TO REACH THE EXISTING INLET AS DESIGN. NO ADDITIONAL AREA WILL BE ADDED TO THE DRAINAGE SYSTEM. NO MODIFICATION OF THE CURRENT DRAINAGE PATTERNS (PERVIOUS AND IMPERVIOUS AREAS) IS REQUIRED.

PROJECT CLOSE-OUT:
CLEANING UP:

DURING CONSTRUCTION, THE PROJECT SITE AND ALL ADJACENT AREAS SHALL BE MAINTAINED IN A NEAT AND CLEAN
MANNER, AND UPON FINAL CLEAN-UP, THE PROJECT SITE SHALL BE LEFT CLEAR OF ALL SURPLUS MATERIAL OR TRASH. THE PAVED AREAS SHALL BE SWEPT BROOM CLEAN.
THE CONTRACTOR SHALL RESTORE OR REPLACE, WHEN AND AS DIRECTED, ALL DISTURBED AREAS DAMAGED BY HIS WORK, EQUIPMENT AND/OR EMPLOYEES TO A CONDITION EQUAL OR BETTER TO THAT EXISTING IMMEDIATELY PRIOR TO THE
BEGINNING OF OPERATIONS.
THE CONTRACTOR SHALL REPLACE ALL PAVING, STABILIZED EARTH, CURBS, DRIVEWAYS, SIDEWALKS, FENCES, MAILBOXES, SIGNS AND ANY OTHER IMPROVEMENTS REMOVED DURING CONSTRUCTION WITH THE SAME TYPE OF MATERIAL AND TO THE CONDITION WHICH EXISTED PRIOR TO THE BEGINNING OF OPERATIONS.
PARTIAL RESTORATION FOR CURBS AND SIDEWALK IS NOT ACCEPTED. FULL FLAG RESTORATION IS REQUIRED FOR SIDEWALKS. SIDEWALK TO BE RESTORED IN COMPLIANCE WITH ADA AND PUBLIC WORKS MANUAL. CURBS SHALL BE RESTORED JOINT TO JOINT.
WHERE MATERIAL OR DEBRIS; HAVE WASHED OR FLOWED INTO, OR HAVE BEEN PLACED IN WATER COURSES, DITCHES, DRAINS, CATCH BASINS, OR ELSEWHERE AS A RESULT OF THE CONTRACTOR'S OPERATIONS, SUCH MATERIAL OR DEBRIS
SHALL BE REMOVED AND SATISFACTORILY DISPOSED OF DURING THE PROGRESS OF THE WORK, AND THE AREA KEPT IN A CLEAN AND NEAT CONDITION.
	ALL PROPERTY MONUMENTS OR PERMANENT REFERENCES REMOVED OR DESTROYED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE RESTORED BY A STATE OF FLORIDA REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.

No 58579

THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY REYNALDO R. CHINEA, ON 01/10/2023.

✩	✩	✩

REVISIONS

DATE	DESCRIPTION	DATE	DESCRIPTION	

 Alvarez Engineers, Inc.

CUTLER CAY CDD

A

STATE OF

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

SHEET NO.

FLORIDA CERTIFICATE OF AUTHORIZATION No. 7538
8935 N.W. 35 Lane, Suite 101
Miami, Florida 33172
Tel. (305) 640-1345 Fax (305) 640-1346

DRAINAGE REPAIR PHASE II

GENERAL NOTES
10

Carlos Castaneira

1/10/2023

10:09:19 AM

P:\031101 - Cutler Cay CDD\DRAINAGE REPAIR Phase II\CADD\Design\GNOTES.dwg

	

No 58579

THIS ITEM HAS BEEN DIGITALLY

THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.

SIGNED AND SEALED BY REYNALDO R. CHINEA, ON 01/10/2023.

✩	✩	✩

REVISIONS

DATE	DESCRIPTION	DATE	DESCRIPTION	

 Alvarez Engineers, Inc.

CUTLER CAY CDD

A

STATE OF

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

SHEET NO.

FLORIDA CERTIFICATE OF AUTHORIZATION No. 7538
8935 N.W. 35 Lane, Suite 101
Miami, Florida 33172
Tel. (305) 640-1345 Fax (305) 640-1346

DRAINAGE REPAIR PHASE II

DETAILS
11

Carlos Castaneira

1/10/2023

11:21:38 AM

P:\031101 - Cutler Cay CDD\DRAINAGE REPAIR Phase II\CADD\Design\Details-Sheet.dwg

DocuSign Envelope ID: 7C514041-72E6-4B46-AEF8-9867436F86EE

Change Order
PROJECT:
Lake Shoreline Restoration Priority 1 Phase 1
Town of Cutler Bay Miami Dade County,FL
OWNER:
Cutler Cay CDD
2501 A Burns Rd., Suite A Palm Beach Gardens, FL 33410

CONTRACT INFORMATION:
Contract For: Cutler Cay CDD
Date: 30-Jan-23

DISTRICT ENGINEER:
Alvarez Engineers, Inc.
8935 NW 35th Lane Suite 101
Doral, FL 33172

CHANGE ORDER INFORMATION:
Change Order Number: 01
Date: 26-Feb-24

CONTRACTOR:
Landshore Enterprises,LLC 118 Shamrock Blvd.,
Venice, FL 34293

THE CONTRACT IS CHANGED AS FOLLOWS:
Install 125 linear feet of French Drain, along the shoreline behind property address 7866 SW 188th St, Cutler Bay, FL 33157, to assist with drainage of excess water seepage entering the work area.

The Contract Sum was	$	292,388.00	
The net change by previously authorized Change Orders	
$	0.00	
The Contract Sum prior to this Change Order was	
$	292,388.00	
The Contract Sum will be increased by this Change Order in the amount of	
$	9,006.76	
The new Contract Sum, including this Change Order, will be	
$	301,394.76	

The Contract Time will be unchanged by

The new date of Substantial Completion wi11 be	
(	0 ) days.	
NOTE: This change Order does not include adjustments to the Contract Sum or guaranteed Ma.,r:imum Price, or the Contract Time, that have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case the Change Order is executed to supersede the Construction Change Directive.

NOT VALID UNTIL SIGNED BY THE DISTRICT ENGINEER, CONTRACTOR AND OWNER.

bl.....

Alvarez Engineers, Inc.
DISTRICT ENGINEER

fk-

Landshore Enterprises, LLC
C NTRACTOR

SI NATURE

Cutler Cay COD
OWNER

SIGNATURE

Juan R. Alvarez, PE

 .,	 v	J.	\SQ..--3 '  cp:o 	

PRINTED NAME AND TITLE

PRINTED NAME AND TITLE

PRINTED NAME AND TITLE

3/15/2024

_....,

\ " - "LO.,_

DATE	DATE	DATE

DocuSign Envelope ID: 7C514041-72E6-4B46-AEF8-9867436F86EE

February 26, 2024 Cutler Cay CDD
c/o: Alvarez Engineers, Inc.
Attn: Mr. Juan R. Alvarez, P.E., District Engineer 8935 NW 35 Lane, Suite 101
Doral, FL 33172

Subject: Change Order No. 1 – Cutler Cay CDD Lake Bank Restoration for Lake 1 Phase 1 Proposed Change Order No. 1 Details:
Lake 1 Phase 1:
Per site meeting with Mike Jerabek, Operations Manager for Landshore®, and members of the District Engineer’s team from Alvarez Engineers, it is recommended to install 125 linear feet of French Drain along the shoreline behind property address 7866 SW 188th St, Cutler Bay, FL 33157. This would assist with drainage of excess water seepage entering the work area from the adjacent residential lot.
Photos below.

Materials, Labor, and Equipment:
French Drain	125LF
To include Geotextile, #57 drainage stone, 4-inch perforated and non-perforated ADS pipe, ADS Tee and other small tools and incidentals.

Total cost $9,006.76.
7866 SW 188th St, Cutler Bay, FL 33157

DocuSign Envelope ID: 7C514041-72E6-4B46-AEF8-9867436F86EE

CLOSE UP OF THE ACCUMULATED WATER AND SEEPAGE

Sincerely,

Miguel Reto Project Engineer
Landshore Enterprises, LLC

Cutler Cay Community Development District

Financial Report For February 2024

CUTLER CAY COMMUNITY DEVELOPMENT DISTRICT MONTHLY FINANCIAL REPORT
FEBRUARY 2024

REVENUES	
Annual Budget
10/1/23 - 9/30/24	

Actual Feb-24	Year To Date Actual
10/1/23 - 2/29/24	
Administrative Assessments	102,056	3,297	90,404	
Maintenance Assessments	742,571	12,545	645,799	
Debt Assessments - 2014 Refunding	773,141	13,062	672,387	
Loan Assessments - Restoration Project	149,389	2,523	129,867	
Other Revenue	0	0	0	
Interest Income	600	0	24,949	
Total Revenues	$	1,767,757	$	31,427	$	1,563,406	
				
ADMINISTRATIVE EXPENDITURES				
Supervisor Fees	6,000	0	2,000	
Payroll Taxes (Employer)	480	0	153	
Management	32,388	2,699	13,495	
Secretarial	4,200	350	1,750	
Legal	15,000	1,800	12,423	
Assessment Roll	7,500	0	0	
Audit Fees	3,500	0	0	
Arbitrage Rebate Fee	650	0	0	
Insurance	15,000	0	13,272	
Legal Advertisements	750	0	108	
Miscellaneous	2,750	359	1,846	
Postage	700	438	1,020	
Office Supplies	1,400	125	641	
Dues & Subscriptions	175	0	175	
Trustee Fee	4,200	0	0	
Continuing Disclosure Fee	350	0	0	
Website Management	2,000	167	834	
TOTAL ADMINISTRATIVE EXPENDITURES	$	97,043	$	5,938	$	47,717	
				
TOTAL MAINTENANCE EXPENDITURES (Details On Page 2)	$	842,155	$	108,773	$	310,164	
				
Total Expenditures	$	939,198	$	114,711	$	357,881	
				
Revenues Less Expenditures	$	828,559	$	(83,284)	$	1,205,525	
				
2014 Bond Refinancing Payments	(726,753)	(12,658)	(639,555)	
				
Balance	$	101,806	$	(95,942)	$	565,970	
				
County Appraiser & Tax Collector Fee	(33,935)	(292)	(14,766)	
Discounts For Early Payments	(67,871)	(632)	(60,279)	
				
Excess/ (Shortfall)	$	-	$	(96,866)	$	490,925	
				
Carryover From Prior Year	0	0	0	
				
Net Excess/ (Shortfall)	$	-	$	(96,866)	$	490,925	

Bank Balance As Of 2/29/24	$	1,838,776.39	
Accounts Payable As Of 2/29/24	$	206,656.31	
Accounts Receivable As Of 2/29/24	$	1,200.00	
Security Deposit As Of 2/29/24	$	100.00	
Reserve For Project Loan Payment As Of 2/29/24	$	122,074.79	
Reserve For Roads Maintenance As Of 2/29/24	$	195,000.00	
Reserve For Stormwater Drainage As Of 2/29/24	$	85,500.00	
Reserve For Pipe Repairs Project As Of 2/29/24	$	170,000.00	
Reserve For Lake Bank Erosion Project As Of 2/29/24	$	69,817.00	
Available Funds As Of 2/29/24	$	991,028.29	

Note:
Reserve For Lake Bank Erosion Project As Of 10-1-23 Was $278,738.

CUTLER CAY COMMUNITY DEVELOPMENT DISTRICT MONTHLY FINANCIAL REPORT - MAINTENANCE FEBRUARY 2024

MAINTENANCE EXPENDITURES	

Annual Budget
10/1/23 - 9/30/24	

Actual Feb-24	
Year To Date Actual
10/1/23 - 2/29/24	

Contingency/Reserve	
279,730	
0	
0	

Lakes Maintenance	
12,000	
769	
3,245	

Roads Maintenance/Reserve	
50,000	
0	
3,900	

Stormwater Drainage/Reserve	
28,000	
0	
2,500	

Stormwater Drainage System Pipe Repairs Project-Phase 2	
100,000	
0	
0	

Field Operations	
12,000	
1,000	
5,000	

Walls & Wall Fountain Maintenance	
30,000	
7,655	
15,280	

Sidewalk Maintenance/Repairs	
15,000	
5,350	
13,374	

Engineering/Inspections	
45,000	
4,154	
8,390	

Street Signage	
5,000	
0	
0	

Lake Fountain Maintenance	
15,000	
0	
150	

Entry Features Maintenance	
15,000	
0	
1,950	

Guardhouse Exterior Maintenance	
10,000	
0	
0	

Water & Sewage	
5,000	
0	
23	

FPL - Street Lighting Project	
0	
0	
0	

FPL - Electrical Utility	
35,000	
9,125	
47,398	

DERM Stormwater Drainage System Improvement Project	
0	
0	
0	

Retention Wall Maintenance	
45,000	
0	
0	

Lake Bank Erosion Restoration Project	
0	
80,687	
208,921	

Lake Bank Erosion Restoration Project (Loan Payment)	
140,425	
0	
0	

Miscellaneous Maintenance	
0	
33	
33	

TOTAL MAINTENANCE EXPENDITURES	
$	842,155	
$	108,773	
$	310,164	

Cutler Cay Community Development District
Budget vs. Actual
October through February 2024

Oct - Feb 24	23/24 Budget	$ Over Budget	% of Budget
	 	
Ordinary Income/Expense Income
363.811 ꞏ Loan Assessments	129,866.85		149,389.00		-19,522.15		86.93%	
363.100 ꞏ Administrative Assessments	90,403.59		102,056.00		-11,652.41		88.58%	
363.101 ꞏ Maintenance Assessments	645,799.03		742,571.00		-96,771.97		86.97%	
363.810 ꞏ Debt Assessments	672,387.20		773,141.00		-100,753.80		86.97%	
363.820 ꞏ Debt Assessment - Pd To Trustee	-639,555.25		-726,753.00		87,197.75		88.0%	
363.830 ꞏ Cty Appraiser & Tax Coll Fee	-14,766.06		-33,935.00		19,168.94		43.51%	
363.831 ꞏ Discounts For Early Payments	-60,278.73		-67,871.00		7,592.27		88.81%	
369.401 ꞏ Interest Income	24,948.79		600.00		24,348.79		4,158.13%	
Total Income	848,805.42		939,198.00		-90,392.58		90.38%	
Expense								
512.825 ꞏ Retention Wall Repairs	0.00		45,000.00		-45,000.00		0.0%	
512.823 ꞏ Lake Bank Erosion Rest Project	208,921.27		0.00		208,921.27		100.0%	
512.826 ꞏ Lake Bank Erosion Rest Prj - Loan Payment	0.00		140,425.00		-140,425.00		0.0%	
511.758 ꞏ FPL - Electrical	47,397.51		35,000.00		12,397.51		135.42%	
511.756 ꞏ Water & Sewage	23.21		5,000.00		-4,976.79		0.46%	
511.754 ꞏ Guardhouse Exterior Maintenance	0.00		10,000.00		-10,000.00		0.0%	
511.753 ꞏ Entry Feature Maintenance	1,950.00		15,000.00		-13,050.00		13.0%	
511.752 ꞏ Fountain Maintenance	150.00		15,000.00		-14,850.00		1.0%	
511.751 ꞏ Street Signage	0.00		5,000.00		-5,000.00		0.0%	
511.308 ꞏ Stormwter Drainage Pipe Project	0.00		100,000.00		-100,000.00		0.0%	
511.307 ꞏ Sidewalk Maint/ Repairs	13,374.14		15,000.00		-1,625.86		89.16%	
511.122 ꞏ Payroll tax expenses	153.00		480.00		-327.00		31.88%	
511.131 ꞏ Supervisor Fee	2,000.00		6,000.00		-4,000.00		33.33%	
511.301 ꞏ Lakes Maintenance	3,245.00		12,000.00		-8,755.00		27.04%	
511.302 ꞏ Roads Maintenance/Reserve	3,900.00		50,000.00		-46,100.00		7.8%	
511.303 ꞏ Stormwater Drainage/Reserve	2,500.00		28,000.00		-25,500.00		8.93%	
511.304 ꞏ Field Operations	5,000.00		12,000.00		-7,000.00		41.67%	
511.305 ꞏ Contingency/Reserve	32.97		279,730.00		-279,697.03		0.01%	
511.306 ꞏ Walls-Wall Fountain Maintenance	15,280.00		30,000.00		-14,720.00		50.93%	
511.310 ꞏ Engineering/Inspections	8,390.00		45,000.00		-36,610.00		18.64%	
511.311 ꞏ Management Fees	13,495.00		32,388.00		-18,893.00		41.67%	
511.312 ꞏ Secretarial Fees	1,750.00		4,200.00		-2,450.00		41.67%	
511.315 ꞏ Legal Fees	12,422.50		15,000.00		-2,577.50		82.82%	
511.318 ꞏ Assessment/Tax Roll	0.00		7,500.00		-7,500.00		0.0%	
511.320 ꞏ Audit Fees	0.00		3,500.00		-3,500.00		0.0%	
511.330 ꞏ Arbitrage Rebate Fee	0.00		650.00		-650.00		0.0%	
511.450 ꞏ Insurance	13,272.00		15,000.00		-1,728.00		88.48%	
511.480 ꞏ Legal Advertisements	107.88		750.00		-642.12		14.38%	
511.512 ꞏ Miscellaneous	1,846.34		2,750.00		-903.66		67.14%	
511.513 ꞏ Postage and Delivery	1,020.32		700.00		320.32		145.76%	
511.514 ꞏ Office Supplies	641.30		1,400.00		-758.70		45.81%	
511.540 ꞏ Dues, License & Subscriptions	175.00		175.00		0.00		100.0%	
511.733 ꞏ Trustee Fees	0.00		4,200.00		-4,200.00		0.0%	
511.734 ꞏ Continuing Disclosure Fee	0.00		350.00		-350.00		0.0%	
511.750 ꞏ Website Management	833.30		2,000.00		-1,166.70		41.67%	
Total Expense	357,880.74		939,198.00		-581,317.26		38.11%	
Net Ordinary Income	490,924.68		0.00		490,924.68		100.0%	
Net Income	490,924.68		0.00		490,924.68		100.0%	

CUTLER CAY CDD TAX COLLECTIONS 2023-2024

#	

ID#	

PAYMENT FROM	

DATE	

PAYMENT FROM	

Tax Collect Receipts	

Interest Received	

Commissions Paid	

Discount	

Net From Tax Collector	Admin Assessment Income (Before Discounts & Fees)	Maint Assessment Income (Before Discounts & Fees)	Debt - Loan Assessment Income (Before Discounts & Fees)	Debt - Bond Assessment Income (Before Discounts & Fees)	Admin Assessment Income (After Discounts & Fees)	Maint Assessment Income (After Discounts & Fees)	Debt - Loan Assessment Income (After Discounts & Fees)	Debt - Bond Assessment Income (After Discounts & Fees)	

Debt - Loan Assessment Paid to Trustee	

Debt - Bond Assessment Paid to Trustee	
									$	1,767,157	$	102,056	$	742,571	$	149,389	$	773,141	$  102,056	$  742,571	$  149,389	$	773,141			
									$	1,662,238	$	97,043	$	698,017	$	140,425	$	726,753	$	97,043	$  698,017	$  140,425	$	726,753	$	140,425	$	726,753	
1	1	Miami-Dade Tax Collector	11/20/23	NAV Taxes	$	153,059.24		$  (1,466.88)	$  (6,370.54)	$  145,221.82	$  8,846.74	$	64,315.50	$	12,933.55	$  66,963.45	$ 20,665.02	$ 61,022.20	$	-	$  63,534.60		$  63,534.60	
2	2	Miami-Dade Tax Collector	11/24/23	NAV Taxes	$	169,208.25		$  (1,624.41)	$  (6,768.30)	$  160,815.54	$  9,780.20	$	71,101.30	$	14,298.10	$  74,028.65	$ 22,883.94	$ 67,574.70	$	-	$  70,356.90		$  70,356.90	
3	3	Miami-Dade Tax Collector	12/08/23	NAV Taxes	$	1,093,866.46		$  (10,501.12)	$ (43,754.41)	$ 1,039,610.93	$  63,225.47	$  459,642.69	$	92,431.72	$ 478,566.58	$ 147,936.62	$ 436,844.52	$	-	$ 454,829.79		$ 454,829.79	
4	4	Miami-Dade Tax Collector	12/27/23	NAV Taxes	$	27,556.62		$	(267.04)	$	(853.15)	$	26,436.43	$  1,592.78	$	11,579.29	$	2,328.53	$  12,056.02	$  3,761.90	$ 11,108.59	$	-	$  11,565.94		$  11,565.94	
5	5	Miami-Dade Tax Collector	01/09/24	NAV Taxes	$	63,338.52		$	(614.37)	$  (1,900.17)	$	60,823.98	$  3,660.97	$	26,614.85	$	5,352.10	$  27,710.60	$  8,655.21	$ 25,558.25	$	-	$  26,610.52		$  26,610.52	
6	6	Miami-Dade Tax Collector	02/06/24	NAV Taxes	$	29,855.71		$	(292.24)	$	(632.16)	$	28,931.31	$  1,725.56	$	12,545.40	$	2,522.85	$  13,061.90	$  4,116.81	$ 12,157.00	$	-	$  12,657.50		$  12,657.50	
7	Int - 1	Miami-Dade Tax Collector	02/27/24	Interest		$ 1,571.87			$	1,571.87	$  1,571.87				$  1,571.87					$	-	
8									$	-										$	-	
9									$	-										$	-	
10									$	-										$	-	
11									$	-										$	-	
12									$	-										$	-	
13									$	-										$	-	
14									$	-										$	-	
15									$	-										$	-	
16									$	-										$	-	
17									$	-											
18									$	-											
					$	1,536,884.80	$ 1,571.87	$  (14,766.06)	$ (60,278.73)	$ 1,463,411.88	$  90,403.59	$  645,799.03	$  129,866.85	$ 672,387.20	$ 209,591.37	$ 614,265.26	$	-	$ 639,555.25	$	-	$ 639,555.25	

 Total Roll = $1,767,170.49 		Note: $1,767,157, $102,056, $742,571, $149,389 and $773,141 are 2023/2024 Budgeted
assessments before discounts and fees.	
Admin:	$102,060.50	Note: $1,662,238, $97,043, $698,017, $140,425 and $726,753 are 2023/2024 Budgeted	
Maint:	$742,577.25	assessments after discounts and fees.	
Debt-Project Loan:	$149,389.10		
Debt-Bond:	$773,143.64		
Total	$1,767,170.49	$ 1,536,884.80	
$	1,571.87	$ 1,463,411.88	
$  (90,403.59)	$  (209,591.37)	
$ (775,665.88)	$  (614,265.26)	
$ (672,387.20)	$  (639,555.25)	
$	-	$	-	

Ethics Training

Beginning in 2024, District Supervisors are required to complete four (4) hours of ethics training annually. Below are links to two training sessions that will, upon completion, satisfy the training requirement. Beginning with the 2024 Form 1, District Supervisors will be required to confirm that they have completed the training each year.

State Ethics Laws for Constitutional Officers & Elected Municipal Officers
https://www.youtube.com/watch?v=U8JktIMKzyI
Public Meetings and Public Records Law
https://www.myfloridalegal.com/sites/default/files/Full%2520audio%25 202018%5B2%5D.mp3

Both links can be found on SDS’ website, at www.sdsinc.org/links.

The Florida Association of Special Districts (FASD) also offers a training option through Florida State University’s Florida Institute of Government. If your special district is a member of FASD, the cost for this special district-specific ethics training is $49.00 for each district official.

If your special district is NOT a member of FASD, the cost for this special district-specific ethics training is $79.00 for each district official.
Information on the FASD course can be found at https://www.fasd.com/ethics-for- special-districts.

The Oaks Center · 2501A Burns Road · Palm Beach Gardens, FL 33410-5204	o: 561.630.4922 · f: 561.630.4923 · www.sdsinc.org Additional Offices: Miami · Bonita Springs · Tradition · West Villages · Ave Maria