CUTLER CAY COMMUNITY DEVELOPMENT
DISTRICT

MIAMI-DADE COUNTY REGULAR BOARD MEETING MAY 15, 2023
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 May 15, 2023
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
April 10, 2023 Special Board Meeting Minutes…	Page 2
New Business
Consider Approval of Phase II, Storm Drainage Pipe Replacements & Repairs Project	Page 7
Ratify and Approve Raptor Vac Proposal for Delineators…	Page 27
Consider Approval of Proposals for Street Hump Replacements…	Page 29
Consider Approval of Proposals for Street Hump Thermoplastic Marking	Page 54
Consider Approval of the FMS Bonds Presented Term Sheet for the 2023 Improvements Loan Page 74
Consider Approval of Supplemental Engineer’s Report (2023 Improvement Project)	Page 75
Consider Approval of Special Assessment Methodology Report for 2023 Project	Page 76
Old Business
Update from District Engineer on SAE Street Signage and Asphalt Repairs Project
Update from District Engineer on FP&L Pending Smart Nodes Installation
Update from District Engineer on AV Electric Removal of Abandoned Street Lighting System
Update from District Engineer on Lake Bank Restoration Project
Update from District Engineer on Ponding at Reported Areas…	Page 77
Discussion Regarding Gambusia Fish Stocking
Administrative Matters
Financial Update.	Page 78
Board Member and/or Staff Comments/Requests
Reminder of the District and HOA Workshop Scheduled for June 6, 2023 at 4:00pm
Adjourn

MIAMI-DADE

STATE OF FLORIDA COUNTY OF MIAMI-DADE:

Before the undersigned authority personally appeared GUILLERMO GARCIA, who on oath says that he or she is the DIRECTOR OF OPERATIONS, Legal Notices of the Miami Daily Business Review flk/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 - REVISED FISCAL YEAR 202212023 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

03/31/2023

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

Swo  to and subscribed before me this

d�

31  day of MARCH, AD. 2023

J
(SEAL)

..-;,:/;-. >- 8>.RBARAT?:OMAS

t!,:;-. N:)/ ExpiresNove-.;iber 2, 2025

/".·,., ··:\ Commission#HH187442

··:'.:f?i} ? ·-·· eoodsd Thru T,oy Fain lns111anr..-i  800-385-7019

GUILLERMO GARCIA personally known to me

Page 1

CUTLER CAY COMMUNITY DEVELOPMENT DISTRICT SPECIAL BOARD MEETING
APRIL 10, 2023

CALL TO ORDER

Mrs. Perez called to order the April 10, 2023, Special Board Meeting 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 Special Board Meeting had been published in the
Miami Daily Business Review on March 31, 2023, 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 Chairperson Leo Corradini and Supervisors Donna Fishbein, Omar Fonte 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 Angel Camacho of Alvarez Engineers, Inc.

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

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

APPROVAL OF MINUTES
March 13, 2023, Regular Board Meeting

A MOTION was made by Supervisor Corradini, seconded by Supervisor Fishbein and passed unanimously approving the minutes of the March 13, 2023, Regular Board Meeting, as presented.

NEW BUSINESS
Consider Proposal for Phase 2 Storm Drainage Pipe Replacement & Repair Project (including Restoration of Sidewalk Detectable Warning Matts)

Mr. Camacho presented two proposals via handout. The Board directed the District Engineer to include the plans in the upcoming book and to present additional proposals from more contractors for Board consideration.

Consider Proposal for Street Hump Replacement with Markings and Pavement Repairs

Presented in the meeting book was the below table and the proposals for consideration.

The Board requested that proposals be separated and presented as simply “hump replacements” for consideration at the next meeting. The Board also directed the District Engineer to access the pavement repair areas and provide repair recommendations for District management to forward the homeowners’ notices with the engineer’s recommended repair methods prior to the District making the pavement repairs.

Consider Setting a Workshop with HOA Board

District management reached out to Laura Gavilan, property manager for the HOA, and the week of June 5, 2023, has availability to hold a Workshop; Tuesday, June 6, 2023, and Thursday, June 8, 2023, are the available dates) with a start time of 4:00 p.m. The HOA Board is scheduled to meet after this meeting; therefore Ms. Gavilan will confirm date and time of availability soon thereafter and District management may then proceed with the authorization of the required advertisement.

Consider Resolution No. 2023-02 – Adopting a Proposed Budget for Fiscal Year 2023/2024

Mrs. Perez presented Resolution No. 2023-02, entitled:

RESOLUTION NO. 2023-02

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE CUTLER CAY COMMUNITY DEVELOPMENT DISTRICT APPROVING A PROPOSED BUDGET FOR FISCAL YEAR 2023/2024; AND PROVIDING AN EFFECTIVE DATE.

Mrs. Perez noted that the Public Hearing date presented in the meeting book had been corrected and was set for June 12, 2023. She indicated that the corrected Resolution was made available for the Board’s review.

The below summary was provided to the Board as a handout and Mrs. Perez read the same for the record.

The Debt Service Assessment is at the Series 2021 maximum rates. The Administrative Budget is slightly higher than last year.

Three Proposed Budgets are being presented and changes can be made, as needed. All presented costs are based on estimated expenses and projects. All project costs have been reviewed with the engineering team for verification.

Scenario #1

This scenario is the most expensive, providing for the collection of funds to conduct the lake bank restoration project with a two (2) year sinking fund.

The total Maintenance Budget for Scenario #1 is $1,391,565.
The total Maintenance assessment increase per unit would be $1,143.44.

Scenario #2

This scenario provides an opportunity for the District to conduct the lake bank restoration project over the course of several years, collecting the necessary funds as you go. Costs will fluctuate from year to year. Allocated for this option is $365,000, as this next collection would be to address Priority 1, Phase
2. The proposed cost for this is $318,000 plus a 15% contingency, as suggested by the engineering team.

The total Maintenance Budget for Scenario #2 is $1,056,575.
The total Maintenance assessment increase per unit would be $441.46.

Scenario #3

This scenario would be applicable, should the Board elect to move forward with a new loan for the lake bank restoration process. This will allow for the project to be conducted all at once. With this option, the funds allocated for the lake bank restoration project and for the estimated DERM project have been removed from the budget line items. No increase would be applied to the maintenance budget; but instead to the debt by creating a new debt line item within next year’s budget.

The total Maintenance Budget for Scenario #3 is $662,425.
The total Maintenance assessment would decrease by approximately $678.71.

The estimated available funds anticipated for 9-30-23 are $100,000 (hopefully higher, not lower), should no unforeseen circumstances occur.  This is in addition to the Roadway Reserve Funds currently at
$171,000; the Pipe Repair Project currently at $70,000; and the Stormwater Drainage Reserve Funds, currently at $20,500. The reserves have not been increased from last year because the budget funds were used during FY 2021-2022. No carryover funds have been applied to the presented scenarios ($0 was applied on 22/23).

Newly added and/or increased budget line items are as follows:

Engineering/Inspections – Increased to $45,000 (from $40,000 to $45,000);
DERM Stormwater Drainage System Improvement Project – Increased to $180,000 (the project is currently estimated at $245,000, minus the previously collected $65,000);
Retention Wall Maintenance – Newly added $45,000 pushed off from the previous two (2) budgets.

Stormwater Drainage System Pipe Repairs Project – Phase 2 – Project cost has increased due to costs and changes in the scope of work – $100,000 will remain unchanged.

For Scenarios #1 and #2, wherein the overall assessment for 2023/2024 will be higher than the 2022/2023 assessment, letters to the residents would be required. For Scenario #3, said letter would not be required.

A lengthy discussion ensued. Ms. Wald noted that the loan option in execess of five (5) years would require a validation process.

A MOTION was made by Supervisor Milian seconded by Supervisor Musser and passed unanimously adopting Resolution No. 2023-02, amended to reflect the addition of funds to the Contingency/Reserve line item to maintain the current assessment rate; approving Proposed Budget Scenario #3, as modified/amended for Fiscal Year 2023/2024 and Setting the Public Hearing for finalization for June 12, 2023, at 4:00 p.m. in the Cutler Cay Community Clubhouse located at 7755 SW 192nd Street, Cutler Bay, Florida 33157; and further authorizing the required advertisements and letters to homeowners, if applicable.

OLD BUSINESS
District Engineer Update on SAE Street Signage and Asphalt Repair Project

Mr. Camacho advised that the grate inlet work had not yet been completed.

District Engineer Update on AV Electric Remocal of Abandoned Street Lighting System

Mr. Camacho advised that a punch list was prepared last week and he indicated hat one (1) meter was found to be under an individual’s name, which he is currently looking into.

District Engineer Update on Lake Bank Restoration Project – Priority 1, Phase 1

Mr. Camacho advised that the permit was currently being processed.

ADMINISTRATIVE MATTERS
Financial Update

Mrs. Perez presented the financial statements through March 2023. Available funds as of March 31, 2023, were $1, 008,856.74.

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

BOARD MEMBER/STAFF COMMENTS/REQUESTS

Chairman Musser expressed his concern regarding the South Fountain feature and directed District management to request that service dates be included in the invoicing.

Ms. Wald made a request for the Security Post Orders.

District management was asked to look into the option for gambusia stocking to assist with mosquito control.

Mr. Villanueva, a District resident and the President of the Association, requested that the District look into ponding issues at the property located at 19512 SW 79th Place. The District Engineer requested images of the ponding and indicated he would look into this matter.

ADJOURNMENT

There being no further business to come before the Board, a MOTION was made by Supervisor Musser, seconded by Supervisor Milianand passed unanimously adjourning the meeting at 5:28 p.m.

ATTESTED BY:

Secretary/Assistant Secretary	Chairman/Vice Chair

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-##

SD-E1

SD-92C

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

7713

SD-90

SD-98B
SD-91A

SD-16B

SD-91B

SD-93D

SD-91C

SD-93A

SD-93C

SD-92A

SD-93B

SD-92B

SD-92D

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

Project Name:
Cutler Cay CDD Phase 2

Proposal	April 12, 2023

To: Angel Camacho Alvarez Engineering

DESCRIPTION

Plans By: Alvarez Engineering	Dated: 01/10/23	ITEM	UNIT	TOTAL	

SITE DEMOLITION:

Remove Asphalt Pavement Sawcut Pavement
Remove Existing Storm Pipe to be repair Provide Restoration for Landscape Areas Asphalt Pavement Restoration for Utility Repair Install Paint Striping
Repair 18” HDPE Pipe Install new P-9 Inlet Modify Existing Inlet Install Curb & Gutter
Install ¾” Asphalt Milling & Overlay Install Flex Delineators
Install ADA ramps
Remove Roots inside of Pipe and Jet Vacuum Line
*All work described on this proposal was based on the
information provided by Alvarez Engineering plans dated on 1/10/2023. No additional work or pricing is provided.		
LS	
$ 328,840.00	
MAXIMUM OF TWO (2) MOBILIZATIONS FOR ASPHALT PAVING TO THE JOB SITE, EQUIPMENT, OPERATORS, LABORS, AND MATERIAL TO
PERFORM THE SCOPE OF WORK. THIS PROPOSAL IS GOOD FOR 60 DAYS ONLY.				
Exclusions: Permit Fees, Traffic Loops and Tree Removal or Relocation.	
Total	
$	328,840.00	

STANDARD CONTRACT
TERMS AND CONDITIONS FOR SERVICES

TERM OF CONTRACT

This is a lump sum contract unless otherwise stated. The term of the Contract shall commence on the Effective Date (as defined below) and shall end on the Expiration Date identified in the Contract, subject to the other provisions of the Contract. The Effective Date shall be fixed by the Contracting Officer after the Contract has been fully executed by the Contractor and by the Client and all approvals required by Client contracting procedures have been obtained. The Contract shall not be a legally binding contract until after the Effective Date is affixedand the fully-executed Contract has been sent to the Contractor. The Contracting Officer shall issue a written Notice to Proceed to the Contractor directing the Contractor to start performance on a date which is on or after the Effective Date. The Contractor shall not start the performance of any work prior to the date set forth in the Notice to Proceed. No agency employee has the  authority to  verbally direct the  commencement of  any  work  under  this Contract. The Contractor reserves the right to utilize all overburden on site material for the construction of the scope of work. No on site material can be haul away fr om the site without prior approval of the contractor.

INDEPENDENT CONTRACTOR

In performing the services required by the Contract, the Contractor will act as an independent contractor and not as an employee or agent of the Commonwealth.

COMPLIANCE WITH LAW

The Contractor shall comply with all applicable federal and  state laws and  regulations and  local ordinances in the performance of the Contract.

ENVIRONMENTAL PROVISIONS

In the performance of the Contract, the Contractor shall minimize pollution and shall strictly comply with all applicable environmental laws and regulations.

COMPENSATION/EXPENSES

The Contractor shall be required to perform the specified services at the price(s) quoted in the Contract. All services shall be performed within the time period(s) specified in the Contract. The Contractor shall be compensated only for work performed to the satisfaction of the Client or the passing of inspections by the Architect or Project Engineer. All work will be billed by the 20 th of each month through the end of the month and prompt payment shall be received by the 10 th of each month.

INVOICES

The Contractor shall send aninvoice itemized by line item to the address referenced on the purchase order promptly after work is satisfactorily completed. The invoice should include only amounts due under the Contract/purchase order. The purchase order number must be includedon all invoices.

PAYMENT

The Client shall put forth reasonable efforts to make p a y m e n t by the required payment date. The required payment date is: (a) the date on which payment is due under the terms of the Contract; (b) thirty (30) days after a proper invoice actually is received at the “Provide Service and Bill To” address if a date on which payment is due is not specified in the Contract (a “proper” invoice is not received until the Client accepts the service as satisfactorily performed); or (c) the payment date specified on the invoice if later than the dates established by (a) and (b) above. Payment may be delayed if the payment amount on an invoice is not based upon the price(s) as stated in the Contract. If any payment is not made within ten (10) days after the required payment date, the Client may pay interest o f  u p  t o  1 8 %  p e r  a n n u m . An initial deposit amount of 25% shall be collected upon acceptance of this contract. Payment should  not  be  construed by the  Contractor as acceptance of the  service performed by the Contractor.

WARRANTY

The Contractor warrants that all services performed by the Contractor, its agents and subcontractors shall be free and clear of any defects in workmanship or materials. Unless otherwise stated in the contract, all services and parts are warranted for a period of
(1) one year following completion of performance by the Contractor and acceptance by the Client. The Contractor shall correct any problem with the service and/or replace any defective part with a part of equivalent or superior quality without any additional cost to the Client.

Contractor: ABSOLUTE CONSTRUCTION SERVICES, INC.

X   Albert Morejon	 Date:    4/12/2023	

Albert Morejon, Pres.

Client:

X		Date: 	

PROPOSAL	CTL#13349
Arrow Asphalt & Engineering, Inc.
3050 N.W. 129th Street, Opa Locka, FL 33054
(305) 688-8686 Voice	(305) 688-8484 Fax
PROPOSAL SUBMITTED TO:	Date: Wednesday, February 15, 2023

Client Information	Job Site Information
Angel Camacho	Cutler Cay CDD Phase 1
Alvarez Engineers	SW 87 Ave & 192 St
10305 NW 41 Street Suite 103	Miami, FL
Doral, FL 33178
(305) 640-1345 Email: Angel.Camacho@AlvarezEng.com

We hereby submit specifications and estimates to perform work at the above job site:

Drainage Repair Improvements Plan

Mobilization	$3,000.00
Install silt fence and inlet protection. Approx. 2,660 LF	$23,560.00
Turbidity barrier at outfall headwall. Approx. 200 LF	$9,600.00
Demo 104 LF Type F curb - Form and pour 104 LF of new type F curb at new location including slab for existing F/H using 3,000 PSI mix	$5,800.00
Modify existing P-7 inlet and install manhole ring and cover set to grade	$2,500.00
Install new P-9 inlet structure connect to existing 18" drainage pipe with 10 LF of 18" HDPE solid pipe with band and fiberglass baffle with porthole clean out	$9,000.00
Sawcut and remove asphalt in area of broken pipes and roots. Approx. 4,300 SF.	$8,600.00
Excavate in area of pipe damage, saw cut and remove and dispose of 18' PVC pipe and roots. Approx. 350 LF.	$43,750.00
Install new 18" HDPE drainage pipe and 32 bands repair filter fabric and drainage rock.
Approx. 350 LF	$69,700.00
Backfill and compact trench excavation to 98% density	$8,000.00
Furnish and install 8" thick compacted limerock base to 98% density tack coat and pave with 1 1/2" thick SP 12.5 hot mix in area of pipe repairs. Approx. 4,300 SF.	$28,000.00
New asphalt at main entrance stabilize sub base and install 8" thick compacted limerock base tack coat and pave with 1 1/2" thick SP 12.5 hot mix. Approx. 550 SF	$3,000.00
Mill existing asphalt and resurface with 3/4" of SP 9.5 hot mix. Approx. 1,650 SF.	$4,370.00
Install asphalt speed hump with yellow paint	$1,600.00
3" white PVC flexible delineator. (12)	$3,000.00
Adjust existing water valve box to new grade pour concrete ring	$750.00

Furnish and install 6" thick top soil and sod harmorigation. Approx. 700 SF	$3,300.00
Install thermoplastic at main entrance solid white. Approx. 105 LF.	$1,800.00
Remove silt fence - Turbidity barrier and inlet protection.	$10,520.00
Jet vacuum truck to clean existing structures and pipe as needed. Approx. 1,800 LF PVC and 64 structures disposing of debris.	$54,400.00
MOT	$7,500.00
Layout and testing	$9,600.00
Supervision.	$9,340.50
4% Fuel Charge	$12,454.00
Total:	$333,144.50

ADA Matt Replacement:
If we are able to glue new matt on sidewalk the cost is $575.00 each
If we need to replace existing sidewalk and place a cast in place matt the Cost will be $750.00 each with a $3,500.00 Concrete minimum Charge

[Add cost of permit to total if required, any additional work will be an extra]

Excludes:
Traffic sensor loops Irrigation system at entrance TV and film drainage pipes
Additional drainage pipe repairs will be an extra Additional asphalt repairs will be an extra

We hereby propose to furnish labor and materials to complete in accordance with the above specifications, for the sum of: Three Hundred Thirty Three Thousand One Hundred Forty Four Dollars and 50/100 ($333,144.50) with 50% deposit, and remaining balance payment due upon completion of job.

ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are hereby accepted. We have reviewed the important Disclosures and have provided any special billing instructions on the reverse side. You are authorized to do the work as specified.
Payment will be made as outlined above.

ACCEPTED:	AUTHORIZED SIGNATURE:

Signature:			
Arrow Asphalt & Engineering, Inc
Date:	

IMPORTANT DISCLOSURES
AND DESIGNATION OF SPECIAL BILLING INSTRUCTIONS
Disclosures:
Bid does not include fees for permits, bonds, engineering stakes layouts, as-builds or densities. A fee of $500.00 will be added if Arrow Asphalt & Engineering Inc. is to apply and be responsible for procurement of permit. No import or export, excess fill or deterious materials included unless noted (cap-rock, muck, grass, trees, ect.) Not responsible for errors and/ or omissions by engineer or surveyor. BID PRICE VALID FOR THIRTY (30) DAYS.
A 50% deposit is required upon signed contract to schedule work proposed, balance will be due upon job completion. DEPOSIT IS NON-RE FUNDABLE
All material guaranteed to be specified, and the above work to be preformed in accordance with the drawings and specifications submitted for above work and completed in a substantial workmanlike manner.
We guarantee our work not to flake, crack or unravel for a period of one year. We are not responsible for the wearing off of the material from the top of the asphalt aggregate due to traffic wear.

Any alteration or deviation from the above specifications involving extra costs will be executed only upon written change order, and will become and extra charge over and above the contract. Bid is based on today's market price for materials. Any increase in material price at start of job will be extra cost. All agreements contingent upon strikes, accidents or delays beyond our control.

Prices given without plans and specs are subject to price change when plans are available. Final payment will be based on actual quantities installed which will be verified by field measurements.

Arrow Asphalt and Engineering is not responsible for delays created by other trades, material suppliers, labor strikes or acts of God.

Arrow Asphalt and Engineering is not responsible for damage to underground sprinkler's or utilities, sod , landscaping, dust removal, painting or stucco, during the normal course of construction.

Claims for property damage must be made in writing 24 hours after the completion of the work. Job related complaints must be made within 48 hours of completion.

Tree hedges and grass to be trimmed prior to the commencement of work.

Seal Coating and striping to be completed in one mobilization. Additional mobilization are additional costs to the contract. Additional mobilizations are $1,000.00 per mobilization.

Arrow Asphalt and Engineering is not responsible for the following but not limited to the tracking of the sealer on pavers, driveways, sidewalks or any other areas besides roadway. Sealed areas will be blocked off until dry.

A 1.5% finance charge per month shall be added to any invoice 30 days past due.

This proposal is based on work being completed during the hours of 8am- 5pm, Monday - Friday excluding Holidays and Weekends. No warranties are honored unless payment is made in full. Arrow Asphalt & Engineering will provide a one (1) year warranty on material and workmanship. Normal wear and tear is not covered under this warranty.

Due to the instability in today's market, Arrow Asphalt & Engineering, Inc. cannot guarantee unit prices for any materials, All increases in material costs will be added to cost of contract.

Asphalt unit price predicated on asphalt costing $110.00 per ton, asphalt will be requoted at time of installation and client to be responsible for difference in cost plus 15% DRE mark-up for overhead and profit, change order to be executed prior to installation of asphalt.

Paving Commercial/ Owner Responsibility & Conditions

Barricaded Parking Lot: It is vital that all vehicles are removed from our area of work no later than 7:15am unless otherwise agreed. As you can imagine, our project costs are based on the property having all cars, people and objects off the area of work. Tow Trucks need to be arranged 5 days prior to the start of any work and be on call to remove cars from the scheduled work area. If any cars are left in the area of work, we cannot be held responsible for any damage to the vehicles. There will be additional costs if we are unable to access the work area billed at a minimum of $2,500.00

Site service: The management company / property owner is responsible to notify all landscapers and garbage companies to not show up in the area of work the day we are performing work. In the event of a reschedule due to unforseen conditions, you are required to let all service providers know about the change.

Rain: If it is raining the day of scheduled service, assume we will not be coming and we will contact you to reschedule as soon as possible. If it rains after our installation, please contact our representative. We monitor the weather closely and can generally predict this very well. In the event that an unexpected storm happens, we will touch up any areas any areas where sealer has not bonded.

Sprinklers: Should be off 24 hours prior and 48 hours after service. Avoid lawn cutting during this same period of time. The surface must be dry for our arrival. Areas where the newly sealed pavement is wet may wear prematurely.

Drainage:  Arrow Asphalt and Engineering cannot guarantee 100% drainage in areas where the design grade is less than 1% fall.

Asphalt Over-Runs: Will be billed to owner at $150.00 per ton.
Pricing does not include asphalt leveling unless stated otherwise in the original scope of work. Owners agrees to leveling at $185.00 per ton.

Reflective Cracking: Arrow Asphalt and Engineering will not accept responsibility for reflective cracking of new asphalt overlay due to the cracked conditions of the existing asphalt pavement.

Driving on surface: Once you start driving on paved/ sealed surface, avoid turning your wheels unless your car is moving. We understand this may be difficult to do, but understand that when wheels are turned on freshly paved/ sealed asphalt surface, scuffing and turn marks will be evident, no worries in time they will blend with surrounding surface.

Other Terms and Conditions:

90% of contract amount and change orders must be paid prior to completing punch list items and/ or any changes for additional work required by cities or municipalities.

Towing fees, if necessary, billed as actual. Any vehicles left in the construction area at the commencement of the work will be relocated on site and billed to the Owner/Authorized Agent

Change orders, additions or extras requested by Owner, Contractor or Municipality will be invoiced as an addition to the contact and shall not delay payment of the original contract sum. All Change Orders must be approved and signed by management/ Board President/ Building Owner (whichever applies.)

Arrow Asphalt and Engineering will not be responsible for paint adhesion to car stops that have not been pressure cleaned.

Cannot guarantee sealcoat longevity where there is standing water. Cracks in pavement will still be noticeable after sealcoating. Tire turning marks will be visible at first but will disappear over time.

Additional mobilization to be billed at $1,000.00 each for sealcoating. This charge may be billed due to, but not limited to: site unavailability for commencement of work due to vehicles encroaching on the work area, change of schedule by Other/ Authorized Agent without prior consent of contractor or repairs to work caused by tresspassing.

Additional mobilizations to be billed at $3,500.00 each for Concrete Services. This charge may be billed due to, but not limited to site unavailability for commencement of work due to vehicles encroaching on the work area, change of schedule by Owner/ Authorized agent without prior consent of contractor or repairs to work caused by tresspassing.

Additional mobilizaions to be billed at $2,000.00 for paving. This charge may be billed due to, but not limited to: site unavailability for commencement of the work to due to vehicles encroaching on the work area, change of schedule by Owner/ Authorized agent without prior consent of contractor or repairs to work caused by tresspassing. Arrow Asphalt and Engineering will provide a schedule to be approved by Owner prior to any additional mobilizations.

Saturday mobilizations will be an additional $1,500.00.

Arrow Asphalt and Engineering cannot guarantee 100% drainage in areas where the design grade is less than 1% fall.

Special Billing Instructions:

Please fill out the information below:

Specify Billing Information:

Company Name:	

Contact Person: 	

Address:		

Phone Number:

Purchase Order: 	

Provide email for eBilling:	

Please note any particular forms, documents, and/or procedures required prior to release of payment:

 	

DATE 03/09/2023

Estimate 9618

ADDRESS	SHIP TO

Worldwide Distributors Inc. dba Elighting
10300 SW 72 Street, Ste 235
Miami, FL 33173
(305) 969-8754
info@elighting.org https://worldwidedistributors.co/

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

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

EXPIRATION DATE 06/09/2023

Project; Cutler Cay CDD

DESCRIPTION	QTY	AMOUNT	
Phase 2 - Drainage System Repair		14,916.00	
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		31,355.00	
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		18,813.00	
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 *		44,811.00	

ADA Detectable Pad 4' x 2'		
10,625.00	
Removal and Reinstallation of existing concrete ramps with ADA mats (Qty. 10)			
Notes:			
MOT Included (Provided MOT plan)
Police officer not included
Price Guaranteed for 90 Days			

Accepted By

$120,520.00

TOTAL

Accepted Date

PROPOSAL

4122 NE 22nd Court, Homestead, FL 33033 Tel 786-694-0709
E-mail: operations@raptorvac.com

DELINEATORS INSTALL
PROPOSAL SUBMITTED TO:
Cutler Cay CDD ℅ SDS, Inc.	PROJECT NAME:
Cutler Cay	
BUSINESS ADDRESS:
2501A Burns Road
Palm Beach Gardens, FL	PROJECT LOCATION:
7755 SW 192 Street, Cutler Bay	
CONTACT:
Management	DATE:
May 3, 2023	
We hereby propose to furnish all labor and equipment to complete the work outlined in this proposal in accordance with the Scope of Work listed below.

SCOPE OF WORK: Supply and installation of ten (10) 48”, white, surface mount delineators at entrance of Cutler Cay.

Six month warranty on labor and product, should product fade, detach as a result of faulty products. Damage created by forces such as vehicles, pedestrians, etc is not covered under warranty.

COST: We propose to conduct this work in accordance with the above Scope of Work for the sum of $950.00

Nine Hundred Fifty Dollars and 00/100 Cents

TERMS: Net 30

ACCEPTANCE: Client hereby accepts and agrees to the terms, Scope of Work, and all other conditions and speciﬁcations hereinabove. Raptor Vac Systems is authorized to perform the work. Payment shall be made in accordance with the provisions contained hereinabove.

Accepted by:

Authorized Representative’s Signature

Date of Acceptance

Approved by Chairperson Mr. Musser on 5/3/2023.

Please provide requested COIs before commencement of any job.

Ronald Galvis

1

Ronald Galvis - Field operations Manager 5/3/2023	Page 27

5/3/23, 3:06 PM	Mail - Ronald Galvis - Outlook

Re: CC Delineators

Chris Musser <chris_musser@yahoo.com>

Wed 5/3/2023 2:32 PM

Approve

To: Ronald Galvis <rGalvis@sdsinc.org>

Sent from my iPhone

On May 3, 2023, at 2:14 PM, Ronald Galvis <rGalvis@sdsinc.org> wrote:

Good afternoon, dear Mr. Chris,

Kindly see attached the proposal from Raptor Vac for the installation of the 10 traffic delineators by the main entrance of the community, for a cost of $950.00.

Please review it and advise.

If approved, this can be ratified during the upcoming meeting. Thank you and have a wonderful rest of the week.

<Outlook- d51mezpz.jpg>

Ronald Galvis

Field Operations Manager (786)503-1633
rgalvis@sdsinc.org www.sdsinc.org

From: Raptor Vac <operations@raptorvac.com>
Sent: Wednesday, May 3, 2023 9:15 AM To: Ronald Galvis <rGalvis@sdsinc.org> Subject: CC Delineators

Hello Ronald, Please see attached. Ty,
--
Julian Romero
https://outlook.office.com/mail/inbox/id/AAQkADY2YmUzNmRlLTY3MWEtNGE5YS04NDc3LWExNmQzYmJmMzI3YwAQAA8E%2FUP4Aa9gUeRL2hv8kCeS…	1/2

Cutler Cay CDD - Speed Humps Replacement	
Amaran Group	Arrow Asphalt	Atlantic Southern	Vita Contractors	

Replace 6 speed humps, as per the Locations/Specifications provided by Alvarez Engineering - attached.	
Total Cost:
$13,900.00	Total Cost:
$19,916.00	Total Cost:
$9,500.00	Total Cost:
$15,290.00	
$8,900.00 Deposit	50% Deposit	No Deposit	No Deposit	

Page 29

 LOCATION: 01
 7522 SW 187  ST
SHEET#2	N
 LOCATION: 11
7416 SW 188  LN	SW187ST  ti
 SHEET# 12_	0  150	600
ti	!
co	Feet
t-
 LOCATION: 2	!
 7526 SW 188   LN
 SHEET# 3_
SW 188 ST

SW 188 ST	SW 188 TR
 	 	
!,._sw 190 ST
 LOCATION:	07 	II)
 19269 SW 80 CT 
 SHEET# 8_	tW191 ST

-  LOCATION: 03 
 7956 SW 195   ST
 SHEET# 4
.. ,,_..,	-	 LOCAT ION: 10
.,,,.,	SW 193 ST	... sw193ST	 7582 SW 191  ST
IL	 SHEET #	11
.I	I-	Ill
IL	u
 LOCATION: 06 	"t-'	"t-'	"t-'
 7995 SW 195   ST 	3:	3:	3:
VI	II)	II)
 SHEET#  7_	SW 194 ST	-	LOCATION: 09
,._ 194 TR	 7764 SW 193   ST
LOCATION: 08	J	.I  SW 195 ST
CJ
SHEET #	JO
]9528 SW 79  PL	Jq,v	ti	IL
SHE ET #  9 ----....-"'°'
--.	3:	3:
_/4 .	SW 195 TR	VI	Ill SW 195 TR
LOCATION: 05	-	LOCATION: 04
 7979 SW  195  TER	7967 SW 195 TER
 SHEET #	6	196 ST	SHEET #	5	
 Alvarez Engineers, 	nc.	CUTLER CAY COD SPEED HUMPS MODIFICATION	LOCATION	ge 31	SHEET NO
1	
8935 N.W. 35s1 Lane, Suite 101
Miami, Florida 33172
Tel. (305) 640-1345 Fax (305) 640-1346				
			DATE:
10/10/2022	

rGalvis
2023-02-16 10:35:48
--------------------------------------------
Please do not include Location # 2 (Sheet # 3) for Proposal (already done). RG

rGalvis
2023-03-23 12:46:30
--------------------------------------------
Location (Sheet) Removed from Project. 

rGalvis
2023-03-23 12:47:14
--------------------------------------------
Please do not include Location # 07 (Sheet # 8) for Proposal (already done). RG Location (Sheet) Removed from Project.

rGalvis
2023-04-11 15:42:41
--------------------------------------------
Please do not include Location # 11 (Sheet # 12) for Proposal (Part of a separate project). RG Location (Sheet) Removed from Project.

rGalvis
2023-04-11 15:43:04
--------------------------------------------
Please do not include Location # 10 (Sheet # 11) for Proposal (Part of a separate project). RG Location (Sheet) Removed from Project.

rGalvis
2023-04-11 15:43:29
--------------------------------------------
Please do not include Location # 9 (Sheet # 10)                       for Proposal (Part of a separate project). RG Location (Sheet) Removed from Project.

ccastaneira	12/6/2022	3:28:41 PM	Default	P:\031 JOI - Cutler Cay COO\Speed Humps\CAD\PLAYROOI.dgn

THERMOPLASTIC

Provide 1' separation
from edge of pavement on each side of speed hump

Mono-Directional
Yellow RPM's 3 on each side

CL Roadway

12" YELLOW
THERMOPLASTIC

Page 32

ESTIMATE

This ESTIMATE is made as of April 17, 2023 between Amaran Group, LLC and Cutler Cay HOA. Client: Cutler Cay CDD
Physical address:7755 SW 192ND ST,CUTLER BAY FL 33157

Contractor agrees to furnish all material, labor, tools, equipment, supervision, and administration necessary to fully perform and complete the following scope of work in its entirety. Contractor agrees to perform all work in a professional, workmanlike manner according to required building codes and standard practices.

SCOPE OF WORK

ASPHALT SPEED BUMPER (6)

-Mark asphalt areas where speed bumper will be placed.
-Saw cut asphalt and excavated.
-Removed all garbage and disposal all asphalt.
-Lay new asphalt on the area and compact.
-All speed bumper will be performance as per engineer report specification.

TOTAL PRICE	$13,900.00

1

Schedule Payment

$8,900.00	At job commencement.

$5,000.00	At job completion.

NOTES:
-This price does not include any permit fees, running fee, plans or any additional work required by the city.
-Any changes or variations to existing proposed scope of work required by the city may require a change order.
-Asphalt speed bumper will be performance by engineer report.

IV. CONTRACTOR EXCLUSIONS

Contractor is not responsible for any utilities cables or lines, pipes, irrigation that are not properly located or properly marked before the commencement of the services.

Contractor is not responsible for damages caused by automobile power steering fluids, tire marks, peeling of asphalt, grass grown in asphalt, oil or gasoline leakage or detergent placed upon the asphalt.

Contractor is not responsible for the actions of constituents or visitors trespassing through the barricades, damage to cars parked in the “work area,” or any damage that the paint or tracking sealer may cause to trespassers or cars parked in the designated “work area.”

Contractor is not responsible for any loss, damage, or injury to persons or property caused by acts of government civil or military authorities, theft, vandalism, labor disputes, explosions, power failure, water damage, storms, lightning, natural or public catastrophe, acts of God or by any other cause, which is unavoidable or beyond our reasonable control and, in any event, we shall not be liable for incidental or consequential damages.

Asphalt sealer is designed to protect and beautify the pavement, however it will not eliminate the appearance of cracks in the pavement surface.

Asphalt overlay does not warranty the elimination of water accumulation.

Asphalt repairs do not guarantee any eliminate any slopes in the area the work was performed and does not warrant any existing water accumulation.

2

Work will be performed during regular business hours excluding Holidays and weekends Monday thru Friday 8:00AM to 4:30PM.Saturdays or Sundays is needed coordination and approval from board of directors and contractor is needed.

CUSTOMER:		

Authorized Signature	Print Name

Authorized Signature	Print Name

CONTRACTOR:	AMARAN GROUP LLC

By: 				 Authorized Signature			Print Name

3

PROPOSAL	CTL# 13429
Arrow Asphalt & Engineering, Inc.
3050 N.W. 129th Street, Opa Locka, FL 33054
(305) 688-8686 Voice	(305) 688-8484 Fax
PROPOSAL SUBMITTED TO:	Date: Tuesday, April 11th, 2023

Client Information	Job Site Information
Ronald Galvin	Cutler Cay CDD
Cutler Cay CDD	Speed Hump Modification
2501 A Burns Rd	7755 SW 192nd Street
Palm Beach Gardens, FL 33410	Cutler Bay, FL 33157 (786) 503-1633 Email: rGalvis@sdsinc.org

We hereby submit specifications and estimates to perform work at the above job site:

Sawcut and remove 12" of asphalt of each speed hump. Load and dispose of debris. Per Alvarez Engineering, Inc. Report dated 12-6-2022
@$1,850.00 each x 6 locations	$11,100.00
Furnish and install RPM's in front of speed humps (36)	$550.00
Furnish and install latex chevrons on new speed bumps (6)	$2,100.00
Furnish and install Thermoplastic chevrons 14 days after installation of speed hump (6).	$5,400.00

4% Fuel Charge	$766.00
Total:	$19,916.00

[Add cost of permit to total if required, any additional work will be an extra]

We hereby propose to furnish labor and materials to complete in accordance with the above specifications, for the sum of: Nineteen Thousand Nine Hundred Sixteen Dollars and 00/100 ($19,916.00 ) with 50% deposit, and remaining balance payment due upon completion of job.

ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are hereby accepted. We have reviewed the important Disclosures and have provided any special billing instructions on the reverse side. You are authorized to do the work as specified.
Payment will be made as outlined above.

ACCEPTED:	AUTHORIZED SIGNATURE:

Signature:			
Arrow Asphalt & Engineering, Inc
Date:	

IMPORTANT DISCLOSURES
AND DESIGNATION OF SPECIAL BILLING INSTRUCTIONS
Disclosures:
Bid does not include fees for permits, bonds, engineering stakes layouts, as-builds or densities. A fee of $500.00 will be added if Arrow Asphalt & Engineering Inc. is to apply and be responsible for procurement of permit. No import or export, excess fill or deterious materials included unless noted (cap-rock, muck, grass, trees, ect.) Not responsible for errors and/ or omissions by engineer or surveyor. BID PRICE VALID FOR THIRTY (30) DAYS.
A 50% deposit is required upon signed contract to schedule work proposed, balance will be due upon job completion. DEPOSIT IS NON-RE FUNDABLE
All material guaranteed to be specified, and the above work to be preformed in accordance with the drawings and specifications submitted for above work and completed in a substantial workmanlike manner.
We guarantee our work not to flake, crack or unravel for a period of one year. We are not responsible for the wearing off of the material from the top of the asphalt aggregate due to traffic wear.

Any alteration or deviation from the above specifications involving extra costs will be executed only upon written change order, and will become and extra charge over and above the contract. Bid is based on today's market price for materials. Any increase in material price at start of job will be extra cost. All agreements contingent upon strikes, accidents or delays beyond our control.

Prices given without plans and specs are subject to price change when plans are available. Final payment will be based on actual quantities installed which will be verified by field measurements.

Arrow Asphalt and Engineering is not responsible for delays created by other trades, material suppliers, labor strikes or acts of God.

Arrow Asphalt and Engineering is not responsible for damage to underground sprinkler's or utilities, sod , landscaping, dust removal, painting or stucco, during the normal course of construction.

Claims for property damage must be made in writing 24 hours after the completion of the work. Job related complaints must be made within 48 hours of completion.

Tree hedges and grass to be trimmed prior to the commencement of work.

Seal Coating and striping to be completed in one mobilization. Additional mobilization are additional costs to the contract. Additional mobilizations are $1,500.00 per mobilization.

Arrow Asphalt and Engineering is not responsible for the following but not limited to the tracking of the sealer on pavers, driveways, sidewalks or any other areas besides roadway. Sealed areas will be blocked off until dry.

A 1.5% finance charge per month shall be added to any invoice 30 days past due.

This proposal is based on work being completed during the hours of 8am- 5pm, Monday - Friday excluding Holidays and Weekends. No warranties are honored unless payment is made in full. Arrow Asphalt & Engineering will provide a one (1) year warranty on material and workmanship. Normal wear and tear is not covered under this warranty.

Due to the instability in today's market, Arrow Asphalt & Engineering, Inc. cannot guarantee unit prices for any materials, All increases in material costs will be added to cost of contract.

Asphalt unit price predicated on asphalt costing $110.00 per ton, asphalt will be requoted at time of installation and client to be responsible for difference in cost plus 15% DRE mark-up for overhead and profit, change order to be executed prior to installation of asphalt.

Paving Commercial/ Owner Responsibility & Conditions

Barricaded Parking Lot: It is vital that all vehicles are removed from our area of work no later than 7:15am unless otherwise agreed. As you can imagine, our project costs are based on the property having all cars, people and objects off the area of work. Tow Trucks need to be arranged 5 days prior to the start of any work and be on call to remove cars from the scheduled work area. If any cars are left in the area of work, we cannot be held responsible for any damage to the vehicles. There will be additional costs if we are unable to access the work area billed at a minimum of $2,500.00

Site service: The management company / property owner is responsible to notify all landscapers and garbage companies to not show up in the area of work the day we are performing work. In the event of a reschedule due to unforseen conditions, you are required to let all service providers know about the change.

Rain: If it is raining the day of scheduled service, assume we will not be coming and we will contact you to reschedule as soon as possible. If it rains after our installation, please contact our representative. We monitor the weather closely and can generally predict this very well. In the event that an unexpected storm happens, we will touch up any areas any areas where sealer has not bonded.

Sprinklers: Should be off 24 hours prior and 48 hours after service. Avoid lawn cutting during this same period of time. The surface must be dry for our arrival. Areas where the newly sealed pavement is wet may wear prematurely.

Drainage:  Arrow Asphalt and Engineering cannot guarantee 100% drainage in areas where the design grade is less than 1% fall.

Asphalt Over-Runs: Will be billed to owner at $150.00 per ton.
Pricing does not include asphalt leveling unless stated otherwise in the original scope of work. Owners agrees to leveling at $185.00 per ton.

Reflective Cracking: Arrow Asphalt and Engineering will not accept responsibility for reflective cracking of new asphalt overlay due to the cracked conditions of the existing asphalt pavement.

Driving on surface: Once you start driving on paved/ sealed surface, avoid turning your wheels unless your car is moving. We understand this may be difficult to do, but understand that when wheels are turned on freshly paved/ sealed asphalt surface, scuffing and turn marks will be evident, no worries in time they will blend with surrounding surface.

Other Terms and Conditions:

90% of contract amount and change orders must be paid prior to completing punch list items and/ or any changes for additional work required by cities or municipalities.

Towing fees, if necessary, billed as actual. Any vehicles left in the construction area at the commencement of the work will be relocated on site and billed to the Owner/Authorized Agent

Change orders, additions or extras requested by Owner, Contractor or Municipality will be invoiced as an addition to the contact and shall not delay payment of the original contract sum. All Change Orders must be approved and signed by management/ Board President/ Building Owner (whichever applies.)

Arrow Asphalt and Engineering will not be responsible for paint adhesion to car stops that have not been pressure cleaned.

Cannot guarantee sealcoat longevity where there is standing water. Cracks in pavement will still be noticeable after sealcoating. Tire turning marks will be visible at first but will disappear over time.

Additional mobilization to be billed at $1,500.00 each for sealcoating. This charge may be billed due to, but not limited to: site unavailability for commencement of work due to vehicles encroaching on the work area, change of schedule by Other/ Authorized Agent without prior consent of contractor or repairs to work caused by tresspassing.

Additional mobilizations to be billed at $3,500.00 each for Concrete Services. This charge may be billed due to, but not limited to site unavailability for commencement of work due to vehicles encroaching on the work area, change of schedule by Owner/ Authorized agent without prior consent of contractor or repairs to work caused by tresspassing.

Additional mobilizaions to be billed at $2,500.00 for paving. This charge may be billed due to, but not limited to: site unavailability for commencement of the work to due to vehicles encroaching on the work area, change of schedule by Owner/ Authorized agent without prior consent of contractor or repairs to work caused by tresspassing. Arrow Asphalt and Engineering will provide a schedule to be approved by Owner prior to any additional mobilizations.

Saturday mobilizations will be an additional $1,500.00.

Arrow Asphalt and Engineering cannot guarantee 100% drainage in areas where the design grade is less than 1% fall.

Special Billing Instructions:

Please fill out the information below:

Specify Billing Information:

Company Name:	

Contact Person: 	

Address:		

Phone Number:

Purchase Order: 	

Provide email for eBilling:	

Please note any particular forms, documents, and/or procedures required prior to release of payment:

Proposal: Cutler Cay CDD Speed Humps

Pavement Maintenance Proposal

SDS Inc
Ronald Galvis

Project:

Cutler Cay CDD Speed Humps
7755 SW 192nd St
Cutler Bay, FL 33157

Phil Delvaille Account Manager

Proposal: Cutler Cay CDD Speed Humps

Your Pavement Contractor

Company Info	Contact Person

Atlantic Southern Paving and Sealcoating 6301 W Sunrise Blvd
Sunrise, FL 33313

P: 954-581-5805
F: 954-581-0465
http://www.atlanticsouthernpaving.com

Phil Delvaille Account Manager
phil@atlanticsouthernpaving.com Cell: 954-707-0752
Office 954-581-5805

About Us

We Solve Problems and Make Complicated Simple!
We understand that as a manager, owner or investor of properties all over the United States, you need a partner to develop a strategic plan that will preserve your investment for the long term for the least amount of money.
Atlantic Southern Paving & Sealcoating provides pavement design, maintenance & construction services to the residential, commercial, recreational and industrial markets throughout the United States.

Please find the enclosed proposal and do not hesitate to call us with any questions. Watch a Video About Us: CLICK HERE

FDOT Certified Contractor

Proposal: Cutler Cay CDD Speed Humps

Speed Humps
There are 6 location(s) under consideration for speed bump / hump installation comprises of 1,000 sq feet of new asphalt.
Apply a DOT approved tack coat to promote adhesion between existing asphalt surface and the new pavement surface we are installing.
Pavement Installation: Apply DOT approved hot mix asphalt compacted to an average of 4 inches.
Compaction: Compaction of asphalt using vibratory plate compactor.
Compaction: Rolling and compaction of asphalt using 3-5 ton Vibratory Roller.
Barricading : All areas will be barricaded before, during and after the project. It is the owner’s responsibility to make sure all barricades remain effective after our crews leave the jobsite.
SPEED BUMPS SIGNS ARE RECOMMENDED TO DECLARE THE LOCATION(S) OF THE NEWLY INSTALLED SPEED BUMPS/ HUMPS. PLEASE DISCUSS INSTALLATION OPTIONS WITH YOUR ACCOUNT MANAGER AS ADDITIONAL COSTS WILL APPLY.

Total Price: $9,500.00

Proposal: Cutler Cay CDD Speed Humps

Site Map: Cutler Cay CDD Speed Humps

Map: Site Map

Notes:

Proposal: Cutler Cay CDD Speed Humps

Detail

Notes:

Proposal: Cutler Cay CDD Speed Humps

Price Breakdown: Cutler Cay CDD Speed Humps

Please find the following breakdown of all services we have provided in this proposal. This proposal originated on May 05, 2023.

Item	Description		Cost	
1.	Speed Humps		$9,500.00	
		Total:	$9,500.00	

Authorization to Proceed & Contract
The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined. When signed, this document becomes a contract. E&OE
We understand that if any additional work is required different than what is stated in this proposal/contract, it must be in a new contract or added to this contract. The parties also acknowledge that the time for performance of the work may be impacted by market conditions beyond contractor’s control in which event the contract time shall be extended.
Please see all attachments for special conditions that may pertain to aspects of this project.
This price of this contract is based upon completion of the work within thirty days from the date hereof, thus the price is good for a period of up to 30 days from the date listed herein. If the work is not completed within thirty days, and the contractor experiences price increases for materials in excess of those upon which the price of this contract were based as of the date hereof, the contract price shall be increased by the amount of the documented price increase.

Acceptance
We agree to pay the total sum or balance in full upon completion of this project. 40% deposit upon contract.
(A signed proposal and deposit are required prior to scheduling of the work)

Date:

Ronald Galvis | Field Operations Manager SDS Inc
7755 SW 192nd St
Cutler Bay, FL 33157 rgalvis@sdsinc.org C: 786-503-1633

Phil Delvaille | Account Manager
Atlantic Southern Paving and Sealcoating 6301 W Sunrise Blvd
Sunrise, FL 33313
E: phil@atlanticsouthernpaving.com C: 954-707-0752
P: 954-581-5805
F: 954-581-0465
http://www.atlanticsouthernpaving.com

Proposal: Cutler Cay CDD Speed Humps

Additional Info: Cutler Cay CDD Speed Humps

Contract Terms & Conditions
The owner is responsible to notify all landscapers and garbage companies to not show on the area of work the day we are performing work. In the event of a reschedule due to unforeseen conditions, you are required to let all service providers know about the change.
90% of contract amount and change orders must be paid prior to completing punch list items and/or any changes for additional work required by cities or municipalities.
It is understood and agreed that all work is performed “weather permitting”.
Towing fees, if necessary, billed as actual. Any vehicles left in the construction area at commencement of the work will be relocated on site and billed to the Owner/Authorized Agent
Permit fees billed as actual. Processing fees billed in addition to the cost of permit: $800.00

This proposal does not include the cost of permit fees, inspection fees or impact fees which may be required from the various agencies or municipalities having jurisdiction. If Owner/Authorized Agent directs this work to be completed without required permitting, all costs including, but not limited to, fees, expediting and fines are the responsibility of the Owner/Authorized Agent.
Change orders, additions or extras requested by Owner, Contractor or Municipality will be invoiced as an addition to the contract and shall not delay payment of the original contract sum. All Change Orders must be approved and signed by Management/Board President/Building Owner (whichever applies.)
Atlantic Southern Paving & Sealcoating, LLC will not be responsible for paint adhesion to car stops that have notbeen pressured cleaned.
Cannot guarantee sealcoat longevity where there is standing water. Cracks in pavement will still be noticeable after sealcoating. Tire turning marks will be visible at first, but will disappear over time.
Line Striping: If there are existing car stops on the property, the new line striping of the parking stalls will not be installed beyond the car stop(s) unless they are removed. The striping machine cannot fit between the car stops. If you would like the existing car stops removed during the striping phase, there will be additional costs associated with this scope of work. It is the owner's responsibility to inform ASP if this is desired prior to commencement of the project.
Asphalt Repairs/Paving: If the actual asphalt is determined to be thicker than the proposed depth once the area(s) are excavated, ASP will provide photo documentation showing the additional depth and a change order will be sent to ownership for the additional material.
Additional mobilization(s) to be billed at $2,500 each for Asphalt Repairs . This charge may be billed due to, but not limited to: site unavailability for commencement of the work due to vehicles encroaching on the work area, change of schedule by Owner/Authorized Agent without prior consent of contractor or repairs to work caused by trespassing.
Additional mobilization(s) to be billed at $2,500 each for Sealcoating. This charge may be billed due to, but not limited to: site unavailability for commencement of the work due to vehicles encroaching on the work area, change of schedule by Owner/Authorized Agent without prior consent of contractor or repairs to work caused by trespassing.
Additional mobilization(s) to be billed at $2,500 each for Concrete Services. This charge may be billed due to, but not limited to: site unavailability for commencement of the work due to vehicles encroaching on the work area, change of schedule by Owner/Authorized Agent without prior consent of contractor or repairs to work caused by trespassing.
Additional mobilization(s) to be billed at $5,000 each for Paving. This charge may be billed due to, but not limited to: site unavailability for commencement of the work due to vehicles encroaching on the work area, change of schedule by Owner/Authorized Agent without prior consent of contractor or repairs to work caused by trespassing. Atlantic Southern Paving will provide a schedule to be approved by Owner prior to any additional mobilizations
If ASP is performing milling and/or paving, the customer acknowledges that this work will not result in new elevations/grades. This means that any existing ponding water will not be rectified by performing this scope of work. It is the owner's responsibility to notify the account manager if there is ponding water. The only method to improve standing water is to perform additional rock and grading work which will be an additional cost.
Atlantic Southern Paving & Sealcoating, LLC cannot guarantee 100% drainage in areas where the design grade is less than 1% fall.
ATLANTIC SOUTHERN PAVING & SEALCOATING, LLC will not accept responsibility for reflective cracking of

Proposal: Cutler Cay CDD Speed Humps

new asphalt overlay due to the cracked condition of the existing asphalt pavement.
Owner agrees to pay asphalt over-runs at $125.00 per ton.
Pricing does not include asphalt leveling unless stated otherwise in the original scope of work. Owners agrees to leveling at $185.00 per ton
Crack Sealing : Hairline cracks, alligatored or spider web cracks or other failing asphalt areas cannot and will not be crack sealed. Crack sealing is designed to keep water out, not in, so ground water is subject to seep from wet areas.
All underground utilities including electrical, plumbing and irrigation lines if damaged or broken are the responsibilityof the owner and not Atlantic Southern paving. If Atlantic Southern Paving needs to repair damages, the costs will be billed to the owner as a change order.
Atlantic Southern Paving and Sealcoating, LLC will not be responsible for trafficking, paint tracking or damage to cars or persons trespassing in designated construction areas.
Plans, engineering, layout, testing, bonds and as-builts by others.
The prices used in this proposal are based on the condition that all work quoted will be accepted in total.
This proposal, including all terms and conditions, shall become a legally binding attachment to any contract entered into between Atlantic Southern Paving & Sealcoating, LLC and the financially responsible company for which the work will be performed.
In the event of a dispute regarding this contract, the prevailing party agrees to pay reasonable attorney fees, collection costs and all related costs incurred until such dispute is settled.
Atlantic Southern Paving & Sealcoating, LLC will add a 1½% finance charge to any unpaid proper invoice past due at least (30) thirty days.
This proposal is based on work being completed during the hours of 8:00AM and 5:00PM, Monday through Thursday, excluding Friday, holidays and weekends.
Asphalt Price Index: Proposal is based on the current price of liquid asphalt. If there is a price increase in liquid asphalt, there will be additional charge for the difference.
No warranties are honored unless payment is made in full. Atlantic Southern Paving and Sealcoating will provide a one year warranty, starting on the last day of substantial completion, on materials and workmanship. Normal wear and tear is not covered under this warranty.

Pavement Repair | Owner Responsibility & Conditions
Rain: If it's raining the day of scheduled service, assume we aren't coming and we will contact you to reschedule as soon as possible. If it rains after our installation, please contact your representative. We monitor the weather closely and can generally predict this very well. In the event that an unexpected storm happens, we will touch up any areas where sealer has not bonded.
Sprinklers: should be off 24 hours prior until 48 hours after service. Avoid lawn cutting during this same period of time. The surface must be dry for our arrival. Areas where the newly sealed pavement is wet may wear prematurely.
Site Services: The property is responsible to notify all landscapers and garbage companies to not show on the area of work the day we are performing work. In the event of a reschedule due to unforseen conditions, you are required to let all service providers know about the change.
Barricaded Parking Lot : It is vital that all vehicles are removed from our area of work no later than 7:15 am, unless otherwise agreed. As you can imagine, our project costs are based on the property having all cars, people and objects off the area of work.
Tow Trucks need to be arranged 5 days prior to the start of any work and must be on call to remove cars from the scheduled work zone. If any cars are left on the area of work, we cannot be held responsible for any damage to the vehicles.
Driving on Surface: Once you start driving on paved/sealed surface, avoid turning your wheels unless your car is moving. We understand this may be difficult to do, but understand that when wheels are turned on a freshly paved/sealed asphalt surface, scuffing and turn marks wil be evident, no worries,in time they will blend in with surrounding surface.

Proposal: Cutler Cay CDD Speed Humps

Attachments

Please click any of the links below to view and print all documents.

Company Attachments

COI 2023

E-mail	Phone #	Project	
Info@VitaContractors.com	305.433.5112		
Description	Total	
This proposal is for the removal of 6 existing speed bumps and replacement by installation of new Speed Humps and asphalt repairs as described below.

SPEED HUMPS:
Saw cut and remove speed bumps at marked locations. Removal of debris from premises.
installation of (6) California asphalt speed humps using Asphalt Plant Hot Mix, Speed hump(s) to be the width of the road 6’ wide and 2-1/2 to 3" in height.
All speed humps will be made to meet the same height, width & proportion.
Price Includes painting of speed bumps placed using D.O.T. approved traffic paint in yellow with white chevron latex paint.
Installation of white thermoplastic chevron two weeks after asphalt cures.

All speed humps will be made to meet the same height, width & proportion.Speed humps removed or relocated after installed at the customers request will result in an added charge. Any damage caused to vehicles as a result of customer altering height or width of speed humps will be the sole responsibility of the customer.It will be the property owner or association's property management company responsibility for properly informing tenants and or residents of intended work areas and the removal of such vehicles in such area. Permit and procurement fees are not included, additional work required by such permit be an additional charge aside from contract price. Owner or Association management will provide 2 copies of site plans for permitting purposes. Owner is responsible for permitting.

NOTE: This Proposal may be withdrawn by us if not accepted within 30 Days.	15,290.00	
Vita Contractors LLC reserves the right to withdraw from the price quoted herein after 30 days. All payments are due upon presentation of the invoice. Interest at the maximum statutory rate shall apply for sums not paid on a timely manner. In the event suit is commenced, customer shall be liable for reasonable attorney fees and cost necessary to collect outstanding debts, including but not limited to filing of any construction lien.	Total	$15,290.00	

P. O. B O X 1 6 2 0 3 8 - M I A M I, F L 3 3 1 8 6

Cutler Cay Community 19500 SW 80th Court Cutler Bay, FL 33157

Name / Address

"Building Ideas for Life" CGC1529820 - CCC133622
Licensed & Insured

Estimate

Date	Estimate #	
4/11/2023	7959	

Florida Property Management Solutions, Inc.
12964 SW 133rd Court  Miami, FL 33186 Phone & Fax : 305-570-2689
E-mail: Isra@myfpms.com

April 11, 2023

Ronald Galvis
Field Operations Manager Special District Services (786)503-1633
rgalvis@sdsinc.org

REF: VITA CONSTRUCTION LLC.

To whom it may concern:

I am Israeudis Pena, a property manager at Florida Property management Solutions.

I am tendering this letter of recommendation as a token of our 100% satisfaction with the services rendered by Vita Construction LLC that we have used and worked with for the past two years. They assisted our firm as contractors for the asphalt resurfacing, pavement patching, asphalt repairs, sealcoating, striping and speed humps for the condominiums and homeowners’ associations. Their qualified team, including Natalie and Anthony, have handled the work at hand with ease, while meeting the expectations of our high-end clients with their exceptional workmanship. Moreover, I would recommend them without hesitation and use their services again due to their competitive prices.

If you have any additional questions, please feel free to reach me at my office.

Accordingly,

Israeudis Pena

Page 51

Page 52

Page 53

Cutler Cay CDD
Thermoplastic Striping Marks for Speed Humps	
Arrow Asphalt	Atlantic Southern Paving	Vita Contractors	

Add/Replace thermoplatic FDOT approved stripping/marking for 25 speed humps in the community, as per the map and specifications (attached) provided by the District Engineers.

Brief Description:

- Add/Replace 12" yellow FDOT-approved thermoplastic (each way).
- Add/Replace 12" white FDOT-approved thermoplastic (each side) for the direction indicator arrow.
- Add/Replace 3 Mono-Directional yellow RPM's on each direction.	
Total Cost:
$6,420.00	Total Cost:
$5,000.00	Total Cost:
$14,000.00	

Page 54

Page 55

/Vlono-Di rectional

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Yellow  RP/Vl1s

3 on each side

----...r r=::c:::J
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THERMOPLASTIC

-----..

121	YELLOW
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THER/VlOPLASTIC

TYPICA	PAV	M	NT	MARKJ'NGS	FOR
SPEED1	HUMPS	Page 56

PROPOSAL	CTL# 13706
Arrow Asphalt & Engineering, Inc.
3050 N.W. 129th Street, Opa Locka, FL 33054
(305) 688-8686 Voice	(305) 688-8484 Fax
PROPOSAL SUBMITTED TO:	Date: Thursday, April 13, 2023

Client Information	Job Site Information
Ronald Galvin	Cutler Cay CDD
Special District Services Inc.	Thermoplastic Markings
2501 A Burns Rd	& RPM's Installation
Palm Beach Gardens, FL 33410	Cutler Cay (786) 503-1633 Email: rGalvis@sdsinc.org

We hereby submit specifications and estimates to perform work at the above job site:

Furnish and install 12” Yellow Thermoplastic striping	Approx. 576 LF

Furnish and install 12” White Thermoplastic striping	Approx. 480 LF

Furnish and install Amber RPM’s at 25 Speed Humps.	Approx. 150each
.	$6,000.00
All striping to be installed at 25 locations using FDOT approved latex paint and thermoplastics
4% Fuel Charge	$240.00

Total:	$6,240.00

[Add cost of permit to total if required, any additional work will be an extra]

We hereby propose to furnish labor and materials to complete in accordance with the above specifications, for the sum of: Six Thousand Two Hundred Fourty Dollars and 00/100 ($6,240.00 ) with 50% deposit, and remaining balance payment due upon completion of job.

ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are hereby accepted. We have reviewed the important Disclosures and have provided any special billing instructions on the reverse side. You are authorized to do the work as specified.
Payment will be made as outlined above.

ACCEPTED:	AUTHORIZED SIGNATURE:

Signature:			
Arrow Asphalt & Engineering, Inc
Date:	

IMPORTANT DISCLOSURES
AND DESIGNATION OF SPECIAL BILLING INSTRUCTIONS
Disclosures:
Bid does not include fees for permits, bonds, engineering stakes layouts, as-builds or densities. A fee of $500.00 will be added if Arrow Asphalt & Engineering Inc. is to apply and be responsible for procurement of permit. No import or export, excess fill or deterious materials included unless noted (cap-rock, muck, grass, trees, ect.) Not responsible for errors and/ or omissions by engineer or surveyor. BID PRICE VALID FOR THIRTY (30) DAYS.
A 50% deposit is required upon signed contract to schedule work proposed, balance will be due upon job completion. DEPOSIT IS NON-RE FUNDABLE
All material guaranteed to be specified, and the above work to be preformed in accordance with the drawings and specifications submitted for above work and completed in a substantial workmanlike manner.
We guarantee our work not to flake, crack or unravel for a period of one year. We are not responsible for the wearing off of the material from the top of the asphalt aggregate due to traffic wear.

Any alteration or deviation from the above specifications involving extra costs will be executed only upon written change order, and will become and extra charge over and above the contract. Bid is based on today's market price for materials. Any increase in material price at start of job will be extra cost. All agreements contingent upon strikes, accidents or delays beyond our control.

Prices given without plans and specs are subject to price change when plans are available. Final payment will be based on actual quantities installed which will be verified by field measurements.

Arrow Asphalt and Engineering is not responsible for delays created by other trades, material suppliers, labor strikes or acts of God.

Arrow Asphalt and Engineering is not responsible for damage to underground sprinkler's or utilities, sod , landscaping, dust removal, painting or stucco, during the normal course of construction.

Claims for property damage must be made in writing 24 hours after the completion of the work. Job related complaints must be made within 48 hours of completion.

Tree hedges and grass to be trimmed prior to the commencement of work.

Seal Coating and striping to be completed in one mobilization. Additional mobilization are additional costs to the contract. Additional mobilizations are $1,200.00 per mobilization.

Arrow Asphalt and Engineering is not responsible for the following but not limited to the tracking of the sealer on pavers, driveways, sidewalks or any other areas besides roadway. Sealed areas will be blocked off until dry.

A 1.5% finance charge per month shall be added to any invoice 30 days past due.

This proposal is based on work being completed during the hours of 8am- 5pm, Monday - Friday excluding Holidays and Weekends. No warranties are honored unless payment is made in full. Arrow Asphalt & Engineering will provide a one (1) year warranty on material and workmanship. Normal wear and tear is not covered under this warranty.

Due to the instability in today's market, Arrow Asphalt & Engineering, Inc. cannot guarantee unit prices for any materials, All increases in material costs will be added to cost of contract.

Asphalt unit price predicated on asphalt costing $110.00 per ton, asphalt will be requoted at time of installation and client to be responsible for difference in cost plus 15% DRE mark-up for overhead and profit, change order to be executed prior to installation of asphalt.

Paving Commercial/ Owner Responsibility & Conditions

Barricaded Parking Lot: It is vital that all vehicles are removed from our area of work no later than 7:15am unless otherwise agreed. As you can imagine, our project costs are based on the property having all cars, people and objects off the area of work. Tow Trucks need to be arranged 5 days prior to the start of any work and be on call to remove cars from the scheduled work area. If any cars are left in the area of work, we cannot be held responsible for any damage to the vehicles. There will be additional costs if we are unable to access the work area billed at a minimum of $2,500.00

Site service: The management company / property owner is responsible to notify all landscapers and garbage companies to not show up in the area of work the day we are performing work. In the event of a reschedule due to unforseen conditions, you are required to let all service providers know about the change.

Rain: If it is raining the day of scheduled service, assume we will not be coming and we will contact you to reschedule as soon as possible. If it rains after our installation, please contact our representative. We monitor the weather closely and can generally predict this very well. In the event that an unexpected storm happens, we will touch up any areas any areas where sealer has not bonded.

Sprinklers: Should be off 24 hours prior and 48 hours after service. Avoid lawn cutting during this same period of time. The surface must be dry for our arrival. Areas where the newly sealed pavement is wet may wear prematurely.

Drainage:  Arrow Asphalt and Engineering cannot guarantee 100% drainage in areas where the design grade is less than 1% fall.

Asphalt Over-Runs: Will be billed to owner at $150.00 per ton.
Pricing does not include asphalt leveling unless stated otherwise in the original scope of work. Owners agrees to leveling at $185.00 per ton.

Reflective Cracking: Arrow Asphalt and Engineering will not accept responsibility for reflective cracking of new asphalt overlay due to the cracked conditions of the existing asphalt pavement.

Driving on surface: Once you start driving on paved/ sealed surface, avoid turning your wheels unless your car is moving. We understand this may be difficult to do, but understand that when wheels are turned on freshly paved/ sealed asphalt surface, scuffing and turn marks will be evident, no worries in time they will blend with surrounding surface.

Other Terms and Conditions:

90% of contract amount and change orders must be paid prior to completing punch list items and/ or any changes for additional work required by cities or municipalities.

Towing fees, if necessary, billed as actual. Any vehicles left in the construction area at the commencement of the work will be relocated on site and billed to the Owner/Authorized Agent

Change orders, additions or extras requested by Owner, Contractor or Municipality will be invoiced as an addition to the contact and shall not delay payment of the original contract sum. All Change Orders must be approved and signed by management/ Board President/ Building Owner (whichever applies.)

Arrow Asphalt and Engineering will not be responsible for paint adhesion to car stops that have not been pressure cleaned.

Cannot guarantee sealcoat longevity where there is standing water. Cracks in pavement will still be noticeable after sealcoating. Tire turning marks will be visible at first but will disappear over time.

Additional mobilization to be billed at $1,200.00 each for sealcoating. This charge may be billed due to, but not limited to: site unavailability for commencement of work due to vehicles encroaching on the work area, change of schedule by Other/ Authorized Agent without prior consent of contractor or repairs to work caused by tresspassing.

Additional mobilizations to be billed at $3,000.00 each for Concrete Services. This charge may be billed due to, but not limited to site unavailability for commencement of work due to vehicles encroaching on the work area, change of schedule by Owner/ Authorized agent without prior consent of contractor or repairs to work caused by tresspassing.

Additional mobilizaions to be billed at $2,500.00 for paving. This charge may be billed due to, but not limited to: site unavailability for commencement of the work to due to vehicles encroaching on the work area, change of schedule by Owner/ Authorized agent without prior consent of contractor or repairs to work caused by tresspassing. Arrow Asphalt and Engineering will provide a schedule to be approved by Owner prior to any additional mobilizations.

Saturday mobilizations will be an additional $2,000.00.

Arrow Asphalt and Engineering cannot guarantee 100% drainage in areas where the design grade is less than 1% fall.

Special Billing Instructions:

Please fill out the information below:

Specify Billing Information:

Company Name:	

Contact Person: 	

Address:		

Phone Number:

Purchase Order: 	

Provide email for eBilling:	

Please note any particular forms, documents, and/or procedures required prior to release of payment:

Proposal: Cutler Cay CDD Thermo Speed Humps

Pavement Maintenance Proposal

SDS Inc
Ronald Galvis

Project:

Cutler Cay CDD Thermo Speed Humps
7755 SW 192nd St
Cutler Bay, FL 33157

Phil Delvaille Account Manager

Proposal: Cutler Cay CDD Thermo Speed Humps

Your Pavement Contractor

Company Info	Contact Person

Atlantic Southern Paving and Sealcoating 6301 W Sunrise Blvd
Sunrise, FL 33313

P: 954-581-5805
F: 954-581-0465
http://www.atlanticsouthernpaving.com

Phil Delvaille Account Manager
phil@atlanticsouthernpaving.com Cell: 954-707-0752
Office 954-581-5805

About Us

We Solve Problems and Make Complicated Simple!
We understand that as a manager, owner or investor of properties all over the United States, you need a partner to develop a strategic plan that will preserve your investment for the long term for the least amount of money.
Atlantic Southern Paving & Sealcoating provides pavement design, maintenance & construction services to the residential, commercial, recreational and industrial markets throughout the United States.

Please find the enclosed proposal and do not hesitate to call us with any questions. Watch a Video About Us: CLICK HERE

FDOT Certified Contractor

Proposal: Cutler Cay CDD Thermo Speed Humps

Thermoplastic Striping Speed Humps
Clear away loose dirt and debris.
Pour thermoplastic road marking materials to include:
Thermoplastic will be applied at a rate of 90 wet mils.
Glass beads will be incorporated in the material for retro-reflectivity.

Total Price: $5,000.00

Proposal: Cutler Cay CDD Thermo Speed Humps

Site Map: Cutler Cay CDD Thermo Speed Humps

Map: Site Map

Notes:

Proposal: Cutler Cay CDD Thermo Speed Humps

Current Conditions

Notes:

Proposal: Cutler Cay CDD Thermo Speed Humps

Current Conditions

Notes:

Proposal: Cutler Cay CDD Thermo Speed Humps

Speed Hump Detail

Notes:

Proposal: Cutler Cay CDD Thermo Speed Humps

mps

Price Breakdown: Cutler Cay CDD Thermo Speed Hu

Please find the following breakdown of all services we have provided in this proposal. This proposal originated on April 19, 2023.

Item	Description		Cost	
1.	Thermoplastic Striping Speed Humps		$5,000.00	
		Total:	$5,000.00	

Authorization to Proceed & Contract
The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined. When signed, this document becomes a contract. E&OE
We understand that if any additional work is required different than what is stated in this proposal/contract, it must be in a new contract or added to this contract. The parties also acknowledge that the time for performance of the work may be impacted by market conditions beyond contractor’s control in which event the contract time shall be extended.
Please see all attachments for special conditions that may pertain to aspects of this project.
This price of this contract is based upon completion of the work within thirty days from the date hereof, thus the price is good for a period of up to 30 days from the date listed herein. If the work is not completed within thirty days, and the contractor experiences price increases for materials in excess of those upon which the price of this contract were based as of the date hereof, the contract price shall be increased by the amount of the documented price increase.

Acceptance
We agree to pay the total sum or balance in full upon completion of this project. 40% deposit upon contract.
(A signed proposal and deposit are required prior to scheduling of the work)

Date:

Ronald Galvis | Field Operations Manager SDS Inc
7755 SW 192nd St
Cutler Bay, FL 33157 rgalvis@sdsinc.org C: 786-503-1633

Phil Delvaille | Account Manager
Atlantic Southern Paving and Sealcoating 6301 W Sunrise Blvd
Sunrise, FL 33313
E: phil@atlanticsouthernpaving.com C: 954-707-0752
P: 954-581-5805
F: 954-581-0465
http://www.atlanticsouthernpaving.com

Proposal: Cutler Cay CDD Thermo Speed Humps

s

Additional Info: Cutler Cay CDD Thermo Speed Hump

Contract Terms & Conditions
The owner is responsible to notify all landscapers and garbage companies to not show on the area of work the day we are performing work. In the event of a reschedule due to unforeseen conditions, you are required to let all service providers know about the change.
90% of contract amount and change orders must be paid prior to completing punch list items and/or any changes for additional work required by cities or municipalities.
It is understood and agreed that all work is performed “weather permitting”.
Towing fees, if necessary, billed as actual. Any vehicles left in the construction area at commencement of the work will be relocated on site and billed to the Owner/Authorized Agent
Permit fees billed as actual. Processing fees billed in addition to the cost of permit: $800.00

This proposal does not include the cost of permit fees, inspection fees or impact fees which may be required from the various agencies or municipalities having jurisdiction. If Owner/Authorized Agent directs this work to be completed without required permitting, all costs including, but not limited to, fees, expediting and fines are the responsibility of the Owner/Authorized Agent.
Change orders, additions or extras requested by Owner, Contractor or Municipality will be invoiced as an addition to the contract and shall not delay payment of the original contract sum. All Change Orders must be approved and signed by Management/Board President/Building Owner (whichever applies.)
Atlantic Southern Paving & Sealcoating, LLC will not be responsible for paint adhesion to car stops that have notbeen pressured cleaned.
Cannot guarantee sealcoat longevity where there is standing water. Cracks in pavement will still be noticeable after sealcoating. Tire turning marks will be visible at first, but will disappear over time.
Line Striping: If there are existing car stops on the property, the new line striping of the parking stalls will not be installed beyond the car stop(s) unless they are removed. The striping machine cannot fit between the car stops. If you would like the existing car stops removed during the striping phase, there will be additional costs associated with this scope of work. It is the owner's responsibility to inform ASP if this is desired prior to commencement of the project.
Asphalt Repairs/Paving: If the actual asphalt is determined to be thicker than the proposed depth once the area(s) are excavated, ASP will provide photo documentation showing the additional depth and a change order will be sent to ownership for the additional material.
Additional mobilization(s) to be billed at $2,500 each for Asphalt Repairs . This charge may be billed due to, but not limited to: site unavailability for commencement of the work due to vehicles encroaching on the work area, change of schedule by Owner/Authorized Agent without prior consent of contractor or repairs to work caused by trespassing.
Additional mobilization(s) to be billed at $2,500 each for Sealcoating. This charge may be billed due to, but not limited to: site unavailability for commencement of the work due to vehicles encroaching on the work area, change of schedule by Owner/Authorized Agent without prior consent of contractor or repairs to work caused by trespassing.
Additional mobilization(s) to be billed at $2,500 each for Concrete Services. This charge may be billed due to, but not limited to: site unavailability for commencement of the work due to vehicles encroaching on the work area, change of schedule by Owner/Authorized Agent without prior consent of contractor or repairs to work caused by trespassing.
Additional mobilization(s) to be billed at $5,000 each for Paving. This charge may be billed due to, but not limited to: site unavailability for commencement of the work due to vehicles encroaching on the work area, change of schedule by Owner/Authorized Agent without prior consent of contractor or repairs to work caused by trespassing. Atlantic Southern Paving will provide a schedule to be approved by Owner prior to any additional mobilizations
If ASP is performing milling and/or paving, the customer acknowledges that this work will not result in new elevations/grades. This means that any existing ponding water will not be rectified by performing this scope of work. It is the owner's responsibility to notify the account manager if there is ponding water. The only method to improve standing water is to perform additional rock and grading work which will be an additional cost.
Atlantic Southern Paving & Sealcoating, LLC cannot guarantee 100% drainage in areas where the design grade is less than 1% fall.
ATLANTIC SOUTHERN PAVING & SEALCOATING, LLC will not accept responsibility for reflective cracking of

Proposal: Cutler Cay CDD Thermo Speed Humps

new asphalt overlay due to the cracked condition of the existing asphalt pavement.
Owner agrees to pay asphalt over-runs at $125.00 per ton.
Pricing does not include asphalt leveling unless stated otherwise in the original scope of work. Owners agrees to leveling at $185.00 per ton
Crack Sealing : Hairline cracks, alligatored or spider web cracks or other failing asphalt areas cannot and will not be crack sealed. Crack sealing is designed to keep water out, not in, so ground water is subject to seep from wet areas.
All underground utilities including electrical, plumbing and irrigation lines if damaged or broken are the responsibilityof the owner and not Atlantic Southern paving. If Atlantic Southern Paving needs to repair damages, the costs will be billed to the owner as a change order.
Atlantic Southern Paving and Sealcoating, LLC will not be responsible for trafficking, paint tracking or damage to cars or persons trespassing in designated construction areas.
Plans, engineering, layout, testing, bonds and as-builts by others.
The prices used in this proposal are based on the condition that all work quoted will be accepted in total.
This proposal, including all terms and conditions, shall become a legally binding attachment to any contract entered into between Atlantic Southern Paving & Sealcoating, LLC and the financially responsible company for which the work will be performed.
In the event of a dispute regarding this contract, the prevailing party agrees to pay reasonable attorney fees, collection costs and all related costs incurred until such dispute is settled.
Atlantic Southern Paving & Sealcoating, LLC will add a 1½% finance charge to any unpaid proper invoice past due at least (30) thirty days.
This proposal is based on work being completed during the hours of 8:00AM and 5:00PM, Monday through Thursday, excluding Friday, holidays and weekends.
Asphalt Price Index: Proposal is based on the current price of liquid asphalt. If there is a price increase in liquid asphalt, there will be additional charge for the difference.
No warranties are honored unless payment is made in full. Atlantic Southern Paving and Sealcoating will provide a one year warranty, starting on the last day of substantial completion, on materials and workmanship. Normal wear and tear is not covered under this warranty.

Line Striping & ADA Conditions
Barricaded Parking Lot: It is vital that all vehicles are removed from our area of work no later than 7:15 am, unless otherwise agreed. As you can imagine, our project costs are based on the property having all cars, people and objects off the area of work. Tow Trucks need to be arranged 5 days prior to the start of any work and must be on call to remove cars from the scheduled work zone. If any cars are left on the area of work, we cannot be held responsible for any damage to the vehicles.
There will be additional costs if we are unable to access the work area billed at a minimum of ($500 for Striping)
Line striping will match all existing pavement markings unless approved changes are made by owner(s) or an authorized owner’s representative.
Atlantic Southern is not responsible for any tracking of paint caused by any vehicles and/or pedestrians if the barricades are moved prematurely or without authorization. The project manager will remove the barricades once the material has cured properly.
If existing curbs are flaking, it is not recommended to re-paint them without sand-blasting or power-washing them first. Atlantic Southern Paving will not be held responsible for flaking if proper procedure is not taken prior to painting.

Proposal: Cutler Cay CDD Thermo Speed Humps

Attachments

Please click any of the links below to view and print all documents.

Company Attachments

COI 2023

E-mail	Phone #	Project	
Info@VitaContractors.com	305.433.5112		
Description	Total	
SCOPE OF WORK:
This proposal is for the Painting of a (48) Thermoplastic Yellow Bars and (144) RPM of the painted areas as described below.

LOCATION:
Cutler Cay CCD

Thermoplastic Striping
Removal of the existing thermosplastic indicator arrow.
Painting of ( 1 ) Thermoplastic Stop Bar.
Supply and installation of required Reflective Pavement Markers of the painted Thermoplastic Stop Bars.
Lay-out to provide for Thermoplastic Stop Bar Striping, as required on areas identified.

It will be the property owner or association's property management company responsibility for properly informing tenants and or residents of intended work areas and the removal of such vehicles in such area. Permit and procurement fees are not included, additional work required by such permit be an additional charge aside from contract price. Owner or Association management will provide 2 copies of site plans for permitting purposes. Owner is responsible for permitting.	14,000.00	
Vita Contractors LLC reserves the right to withdraw from the price quoted herein after 30 days. All payments are due upon presentation of the invoice. Interest at the maximum statutory rate shall apply for sums not paid on a timely manner. In the event suit is commenced, customer shall be liable for reasonable attorney fees and cost necessary to collect outstanding debts, including but not limited to filing of any construction lien.	Total	$14,000.00	

P. O. B O X 1 6 2 0 3 8 - M I A M I, F L 3 3 1 8 6

Cutler Cay Community 19500 SW 80th Court Cutler Bay, FL 33157

Name / Address

"Building Ideas for Life" CGC1529820 - CCC133622
Licensed & Insured

Estimate

Date	Estimate #	
3/30/2023	7956	

CONSIDER APPROVAL OF THE FMS BONDS PRESENTED TERM SHEET FOR THE 2023 IMPROVEMENTS LOAN

TO BE DISTRIBUTED UNDER SEPARATE COVER

CONSIDER APPROVAL OF SUPPLEMENTAL ENGINEER’S REPORT (2023 IMPROVEMENT PROJECT)

TO BE DISTRIBUTED UNDER SEPARATE COVER

CONSIDER APPROVAL OF SPECIAL ASSESSMENT METHODOLOGY REPORT FOR 2023 PROJECT

TO BE DISTRIBUTED UNDER SEPARATE COVER

UPDATE FROM DISTRICT ENGINEER ON PONDING AT REPORTED AREAS

TO BE DISTRIBUTED UNDER SEPARATE COVER

Cutler Cay Community Development District

Financial Report For April 2023

CUTLER CAY COMMUNITY DEVELOPMENT DISTRICT MONTHLY FINANCIAL REPORT
APRIL 2023

REVENUES	
Annual Budget
10/1/22 - 9/30/23	

Actual Apr-23	Year To Date Actual
10/1/22 - 4/30/23	
Administrative Assessments	98,896	5,297	94,882	
Maintenance Assessments	895,132	47,914	849,083	
Debt Assessments - 2014 Refunding	773,141	41,387	733,413	
Other Revenue	0	0	33	
Interest Income	300	0	13,900	
Total Revenues	$	1,767,469	$	94,598	$	1,691,311	
				
ADMINISTRATIVE EXPENDITURES				
Supervisor Fees	6,000	800	3,600	
Payroll Taxes (Employer)	480	61	275	
Management	31,452	2,621	18,347	
Secretarial	4,200	350	2,450	
Legal	15,000	0	8,346	
Assessment Roll	7,500	0	0	
Audit Fees	3,500	0	0	
Arbitrage Rebate Fee	650	0	0	
Insurance	15,000	0	11,022	
Legal Advertisements	750	0	281	
Miscellaneous	1,750	245	1,919	
Postage	350	44	408	
Office Supplies	1,000	174	636	
Dues & Subscriptions	175	0	175	
Trustee Fee	3,600	0	4,139	
Continuing Disclosure Fee	350	0	0	
Website Management	2,000	166	1,167	
TOTAL ADMINISTRATIVE EXPENDITURES	$	93,757	$	4,461	$	52,765	
				
TOTAL MAINTENANCE EXPENDITURES (Details On Page 2)	$	845,900	$	36,605	$	172,466	
				
Total Expenditures	$	939,657	$	41,066	$	225,231	
				
Revenues Less Expenditures	$	827,812	$	53,532	$	1,466,080	
				
2014 Bond Refinancing Payments	(726,753)	(40,903)	(699,782)	
				
Balance	$	101,059	$	12,629	$	766,298	
				
County Appraiser & Tax Collector Fee	(33,686)	(944)	(16,157)	
Discounts For Early Payments	(67,373)	(161)	(60,715)	
				
Excess/ (Shortfall)	$	-	$	11,524	$	689,426	
				
Carryover From Prior Year	0	0	0	
				
Net Excess/ (Shortfall)	$	-	$	11,524	$	689,426	

Bank Balance As Of 4/30/23	$	1,402,521.86	
Accounts Payable As Of 4/30/23	$	116,379.38	
Accounts Receivable As Of 4/30/23	$	1,200.00	
Security Deposit As Of 4/30/23	$	100.00	
Reserve For Roads Maintenance As Of 4/30/23	$	171,000.00	
Reserve For Stormwater Drainage As Of 4/30/23	$	20,500.00	
Reserve For Pipe Repairs Project As Of 4/30/23	$	70,000.00	
Available Funds As Of 4/30/23	$	1,025,942.48	

CUTLER CAY COMMUNITY DEVELOPMENT DISTRICT MONTHLY FINANCIAL REPORT - MAINTENANCE APRIL 2023

MAINTENANCE EXPENDITURES	

Annual Budget
10/1/22 - 9/30/23	

Actual Apr-23	
Year To Date Actual
10/1/22 - 4/30/23	

Contingency/Reserve	
105,825	
0	
0	

Lakes Maintenance	
10,000	
619	
23,532	

Roads Maintenance/Reserve	
47,500	
0	
8,600	

Stormwater Drainage/Reserve	
17,575	
0	
0	

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

Field Operations	
12,000	
1,000	
7,000	

Walls & Wall Fountain Maintenance	
25,000	
425	
9,655	

Sidewalk Maintenance/Repairs	
15,000	
0	
0	

Engineering/Inspections	
40,000	
4,123	
34,829	

Street Signage	
5,000	
0	
1,450	

Lake Fountain Maintenance	
15,000	
0	
5,155	

Entry Features Maintenance	
15,000	
0	
1,175	

Guardhouse Exterior Maintenance	
10,000	
0	
0	

Guardhouse Insurance	
0	
0	
0	

Water & Sewage	
5,000	
0	
39	

FPL - Street Lighting Project	
10,000	
29,325	
51,620	

FPL - Electrical Utility	
48,000	
1,113	
8,449	

DERM Stormwater Drainage System Improvement Project	
65,000	
0	
0	

Retention Wall Maintenance	
0	
0	
0	

Lake Bank Erosion Restoration Project	
300,000	
0	
20,467	

Miscellaneous Maintenance	
0	
0	
495	

TOTAL MAINTENANCE EXPENDITURES	
$	845,900	
$	36,605	
$	172,466	

Cutler Cay Community Development District
Budget vs. Actual
October 2022 through April 2023

Oct '22 - Apr 23	22/23 Budget	$ Over Budget	% of Budget
   
Ordinary Income/Expense Income
363.100 ꞏ Administrative Assessments	94,881.77		98,896.00		-4,014.23		95.94%	
363.101 ꞏ Maintenance Assessments	849,082.75		895,132.00		-46,049.25		94.86%	
363.810 ꞏ Debt Assessments	733,413.15		773,141.00		-39,727.85		94.86%	
363.820 ꞏ Debt Assessment - Pd To Trustee	-699,782.25		-726,753.00		26,970.75		96.29%	
363.830 ꞏ Cty Appraiser & Tax Coll Fee	-16,156.58		-33,686.00		17,529.42		47.96%	
363.831 ꞏ Discounts For Early Payments	-60,714.75		-67,373.00		6,658.25		90.12%	
369.400 ꞏ Other Income	32.64		0.00		32.64		100.0%	
369.401 ꞏ Interest Income	13,899.70		300.00		13,599.70		4,633.23%	
Total Income	914,656.43		939,657.00		-25,000.57		97.34%	
Expense								
512.824 ꞏ Stormwater Pipe Project-Phase 2	0.00		100,000.00		-100,000.00		0.0%	
511.822 ꞏ DERM Stormwater Drainage Prjct	0.00		65,000.00		-65,000.00		0.0%	
512.823 ꞏ Lake Bank Erosion Rest Project	20,467.40		300,000.00		-279,532.60		6.82%	
511.758 ꞏ FPL - Electrical	8,448.75		48,000.00		-39,551.25		17.6%	
511.757 ꞏ FPL - Street Lighting Project	51,620.00		10,000.00		41,620.00		516.2%	
511.756 ꞏ Water & Sewage	38.51		5,000.00		-4,961.49		0.77%	
511.754 ꞏ Guardhouse Exterior Maintenance	0.00		10,000.00		-10,000.00		0.0%	
511.753 ꞏ Entry Feature Maintenance	1,175.00		15,000.00		-13,825.00		7.83%	
511.752 ꞏ Fountain Maintenance	5,155.20		15,000.00		-9,844.80		34.37%	
511.751 ꞏ Street Signage	1,450.00		5,000.00		-3,550.00		29.0%	
511.307 ꞏ Sidewalk Maint/ Repairs	0.00		15,000.00		-15,000.00		0.0%	
511.122 ꞏ Payroll tax expenses	275.40		480.00		-204.60		57.38%	
511.131 ꞏ Supervisor Fee	3,600.00		6,000.00		-2,400.00		60.0%	
511.301 ꞏ Lakes Maintenance	23,532.10		10,000.00		13,532.10		235.32%	
511.302 ꞏ Roads Maintenance/Reserve	8,600.00		47,500.00		-38,900.00		18.11%	
511.303 ꞏ Stormwater Drainage/Reserve	0.00		17,575.00		-17,575.00		0.0%	
511.304 ꞏ Field Operations	7,000.00		12,000.00		-5,000.00		58.33%	
511.305 ꞏ Contingency/Reserve	0.00		105,825.00		-105,825.00		0.0%	
511.306 ꞏ Walls-Wall Fountain Maintenance	9,654.93		25,000.00		-15,345.07		38.62%	
511.309 ꞏ Miscellaneous Maintenance	495.00		0.00		495.00		100.0%	
511.310 ꞏ Engineering/Inspections	34,828.75		40,000.00		-5,171.25		87.07%	
511.311 ꞏ Management Fees	18,347.00		31,452.00		-13,105.00		58.33%	
511.312 ꞏ Secretarial Fees	2,450.00		4,200.00		-1,750.00		58.33%	
511.315 ꞏ Legal Fees	8,345.50		15,000.00		-6,654.50		55.64%	
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	11,022.00		15,000.00		-3,978.00		73.48%	
511.480 ꞏ Legal Advertisements	281.46		750.00		-468.54		37.53%	
511.512 ꞏ Miscellaneous	1,919.01		1,750.00		169.01		109.66%	
511.513 ꞏ Postage and Delivery	408.35		350.00		58.35		116.67%	
511.514 ꞏ Office Supplies	635.82		1,000.00		-364.18		63.58%	
511.540 ꞏ Dues, License & Subscriptions	175.00		175.00		0.00		100.0%	
511.733 ꞏ Trustee Fees	4,138.75		3,600.00		538.75		114.97%	
511.734 ꞏ Continuing Disclosure Fee	0.00		350.00		-350.00		0.0%	
511.750 ꞏ Website Management	1,166.62		2,000.00		-833.38		58.33%	
Total Expense	225,230.55		939,657.00		-714,426.45		23.97%	
Net Ordinary Income	689,425.88		0.00		689,425.88		100.0%	
Net Income	689,425.88		0.00		689,425.88		100.0%	

CUTLER CAY CDD TAX COLLECTIONS 2022-2023

#	

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 Assessment Income (Before Discounts & Fees)	Admin Assessment Income (After Discounts & Fees)	Maint Assessment Income (After Discounts & Fees)	Debt Assessment Income (After Discounts & Fees)	

Debt Assessment Paid to Trustee	
									$	1,767,169	$	98,896	$	895,132	$	773,141	$	98,896	$	895,132	$	773,141		
									$	1,666,410	$	93,757	$	845,900	$	726,753	$	93,757	$	845,900	$	726,753	$	726,753	
1	1	Miami-Dade Tax Collector	11/25/22	NAV Taxes	$	84,170.87		$	(808.05)	$ (3,366.82)	$	79,996.00	$	4,713.52	$	42,632.55	$  36,824.80	$  4,479.65	$ 40,518.00	$  34,998.35	$ 34,998.35	
2	2	Miami-Dade Tax Collector	12/07/22	NAV Taxes	$	1,049,004.60		$  (10,070.44)	$ (41,959.97)	$  996,974.19	$  58,744.25	$  531,320.80	$ 458,939.55	$ 55,830.44	$ 504,967.45	$ 436,176.30	$ 436,176.30	
3	3	Miami-Dade Tax Collector	11/23/22	NAV Taxes	$	207,451.05		$	(1,990.63)	$ (8,387.67)	$  197,072.75	$  11,617.20	$  105,074.00	$  90,759.85	$ 11,036.00	$ 99,817.40	$  86,219.35	$ 86,219.35	
4	4	Miami-Dade Tax Collector	12/22/22	NAV Taxes	$	84,693.54		$	(817.32)	$ (2,960.21)	$	80,916.01	$	4,742.79	$	42,897.30	$  37,053.45	$  4,531.21	$ 40,983.95	$  35,400.85	$ 35,400.85	
5	5	Miami-Dade Tax Collector	01/11/23	NAV Taxes	$	103,491.91		$	(1,004.28)	$ (3,065.54)	$	99,422.09	$	5,795.51	$	52,418.65	$  45,277.75	$  5,567.54	$ 50,357.30	$  43,497.25	$ 43,497.25	
6	6	Miami-Dade Tax Collector	02/08/23	NAV Taxes	$	17,788.33		$	(173.64)	$	(424.60)	$	17,190.09	$	996.13	$	9,009.80	$	7,782.40	$	962.59	$  8,706.80	$	7,520.70	$  7,520.70	
7	Int - 1	Miami-Dade Tax Collector	02/13/23	Interest		$ 1,005.20			$	1,005.20	$	1,005.20			$  1,005.20			$	-	
8	7	Miami-Dade Tax Collector	03/08/23	NAV Taxes	$	35,173.21		$	(347.85)	$	(388.46)	$	34,436.90	$	1,969.66	$	17,815.25	$  15,388.30	$  1,928.35	$ 17,442.35	$  15,066.20	$ 15,066.20	
9	8	Miami-Dade Tax Collector	04/07/23	NAV Taxes	$	94,598.96		$	(944.37)	$	(161.48)	$	93,493.11	$	5,297.51	$	47,914.40	$  41,387.05	$  5,235.56	$ 47,354.30	$  40,903.25	$ 40,903.25	
10									$	-							$	-	
11									$	-							$	-	
12									$	-							$	-	
13									$	-							$	-	
14									$	-							$	-	
15									$	-							$	-	
16									$	-							$	-	
17									$	-								
18									$	-								
					$	1,676,372.47	$ 1,005.20	$  (16,156.58)	$ (60,714.75)	$ 1,600,506.34	$  94,881.77	$  849,082.75	$ 733,413.15	$ 90,576.54	$ 810,147.55	$ 699,782.25	$ 699,782.25	

Note: $1,767,169, $98,896, $895,132 and $773,141 are 2022/2023 Budgeted
Total Roll = $1,767,170.49	assessments before discounts and fees.
Note: $1,666,410, $93,757, $845,900 and $726,753 are 2022/2023 Budgeted assessments after discounts and fees.

$ 1,676,372.47
$	1,005.20	$ 1,600,506.34	
$  (94,881.77)	$	(90,576.54)	
$ (849,082.75)	$  (810,147.55)	
$ (733,413.15)	$  (699,782.25)	
$	-	$	-