WALNUT CREEK COMMUNITY DEVELOPMENT DISTRICT

BROWARD COUNTY REGULAR BOARD MEETING APRIL 18, 2023
6:00 P.M.

Special District Services, Inc. 8785 SW 165th Avenue, Suite 200
Miami, FL 33024

www.walnutcreekcdd.org 786.347.2711 ext. 2011 Telephone 877.SDS.4922 Toll Free 561.630.4923 Facsimile

Call to Order

AGENDA WALNUT CREEK
COMMUNITY DEVELOPMENT DISTRICT
Walnut Creek Clubhouse 7500 NW 20th Street
Pembroke Pines, Florida 33024
REGULAR BOARD MEETING
April 18, 2023
6:00 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
February 21, 2023 Regular Meeting Minutes	Page 2
Administrative Matter
Financial Update	Page 17
New/Additional Business
Caltran Engineering Presentation & Gate Trap Analysis Report	Page 30
Discussion Regarding Possible Modifications to the Taft Street Entrance
District Engineer Update on the American Shoreline Warranty Repairs	Page 61
District Engineer Canal Embankment Report	Page 66
District Engineer Lake Outfall Pipe Concerns Memo	Page 68
District Engineer Cleaning of Lake Outfall Pipes Memo	Page 88
Consider Approval of HOA Monuments Repairs Proposal	Page 90
Consider Approval of HOA Monuments Ongoing Maintenance Proposal	Page 91
Consider Approval of Taft St Guardhouse Closet Shelves Installation Proposals	Page 92
Consider Approval of Taft St Guardhouse Pavers Project	Page 97
Consider Approval of Sheridan Guardhouse Interior and Exterior Wall Repairs	Page 112
Consider Approval of Hall Fountains, Taft St Waterfall(s) Light Fixture Proposal	Page 118
Consider Approval of Lake Bank Signage Replacement	Page 121
Consider Approval of Storm Drainage Cleaning Proposals	Page 127
Consider Approval of Resolution No. 2023-02 – Approving a Proposed Budget for FY 2023/2024	Page 133
Security Systems/Services
Security Report	Page 142
Discussion Regarding the Tampering of Sheridan Gate Systems by Rapid Recovery Towing Company
Resulting in Damages to	Page 145
Mr. Bercowicz Incident at the Sheridan Entrance Gate	Page 148
Mr. Cotugno Incident at the Sheridan Entrance Gate	Page 150
Consider Approval of Regions Est. 2023-1805 for the Installation of a Wi-Fi Antenna at the Taft St. Guardhouse	Page 154

Consider Approval of Regions Est. 2023-1795 for the Installation of Speed Bumps	Page 155
Regions Gate System Assessment Estimates for Work that has Already been completed, Brought back at the Boards Request for Discussion Purposes:
Ratify and Approve Regions Est. 2023-1744 Individualizing the Function of the Taft St Exit Gates	Page 158
Ratify and Approve Regions Est. 2023-1755 CO#1 Taft St Resident Entrance Loop Replacement	Page 159
Old Business
Update on Shekinah Fence Installation Project Surrounding the Canal
Additional Staff Updates/Requests
Attorney
District Manager
Additional Board Member/Public Comments
Adjourn
www.walnutcreekcdd.org

BROWARD

STATE OF FLORIDA COUNTY OF BROWARD:

Before the undersigned authority personally appeared SCHERRIE A. THOMAS, who on oath says that he or she is the LEGAL CLERK, of the Broward Daily Business Review f/ k/a Broward Review, a daily (except Saturday, Sunday and Legal Holidays) newspaper, published at Fort Lauderdale, in
Broward  County,  Florida;  that  the  attached  copy  of
I
advertisement, being a Legal Advertisement of Notice in the matter of

WALNUT CREEK COMMUNITY DEVELOPMENT DISTRICT - FISCAL YEAR 2022/2023 REGULAR MEETING SCHEDULE

in the XXXX Court,
was published in said newspaper by print in the issues of and/or by publication on the newspaper's website, if authorized, on

11/03/2022

Affiant further says that th' newspaper complies with all legal  requirements  for  publication  in  chapter	50,  Florida
]:UW\f\U(Y)\(µ'.)

Sworn to and subscribed before me this
3  day of NOVEMBER, A.O. 2022

	@	/
(SEAL)
SCHERRIE A. THOMAS personally known to me

BARBARAJEANCOOPER

1	--	Commission# GG 292953

Notary Public• State of Florida

· '(-orf'.<t· My Comm. Expires Jan 21, 2023 Bonded through National Notary Assn.

WALNUT CREEK COMMUNITY DEVELOPMENT DISTRICT FISCAL YEAR 2022/2023 REGULAR MEETING
SCHEDULE,
NOTICE IS HEREBY GIVEN that
the Board of Supervisors of the Walnut Creek Community Development District will hold Regular Meetings at 6:00 p.m. at the Walnut Creek Community Clubhouse, 7500 NW 20th Street, Pembroke Pines, Florida 33024 on the following dates:
November 15, 2022
January 17, 2023
.February 21, 2023
April 18, 2023
May 16, 2023
June 20, 2023
August 15, 2023
September 19, 2023
The purpose of the meetings is to conduct any business coming before the Board. Meetings are open to the public and will be conducted in accordance with the provisions of Florida law. Copies of the Agendas for any of the meetings may be obtained by contacting the District Manager at 786-347-2711 Ext. 2011 and/or toll
free at 1-877-737-4922, five (5) days prior to the date of the particular meeting. There may be occasions when one or two Supervisors will participate by telephone; therefore, a speaker telephone will be present at the meeting location so that Supervisors may be fully informed of the discussions taking place. Meetings may be continued as found necessary to a time and
place specified on the record.
If any person decides to appeal any decision made with respect to any matter considered at these meet­ ings, such person will need a record of the proceedings and such person may need to insure that a verbatim record of the proceedings is made al his or her own expense and which record includes the testimony and evidence on which the appeal is based.
In accordance with the provisions of the Americans with Disabilities Act, any person requiring special accommodations or an interpreter to participate at any of these meetings should contact the District Manager
at 786-347-2711 Ext. 2011 and/or
toll free at 1-877-737-4922, at least seven (7) days prior to the date of the particular meeting.
Meetings may be cancelled from time to tir'ne without advertised notice.
WALNUT CREEK COMMUNITY DEVELOPMENT DISTRICT
www.walnutcreekcdd.org
11/3	22-21/0000628511B

WALNUT CREEK COMMUNITY DEVELOPMENT DISTRICT REGULAR BOARD MEETING
FEBRUARY 21, 2023

CALL TO ORDER

District Manager, Gloria Perez, called the February 21, 2023, Regular Board Meeting of the Walnut Creek Community Development District (the “District”) to order at 6:02 p.m. in the Walnut Creek Clubhouse located at 7500 NW 20th Street, Pembroke Pines, Florida 33024.

PROOF OF PUBLICATION

Proof of publication was presented that notice of the Regular Board Meeting had been published in the Broward Daily Business Review on November 3, 2022, as part of the District’s Fiscal Year 2022/2023 Meeting Schedule, as legally required.

ESTABLISH A QUORUM

Mrs. Perez determined that the attendance of the following Supervisors constituted a quorum and it was in order to proceed with the meeting: Chairperson Betty Ross, Vice Chairperson Elina Levenson and Supervisors Zalman Kagan, Allan Beckmann and Igor Fateyev (via phone).

Staff in attendance included: District Manager Gloria Perez of Special District Services, Inc.; and General Counsel Ginger Wald of Billing, Cochran, Lyles, Mauro & Ramsey, P.A.

Also present were the following: Richard Thompson, Violations Coordinator/Security Administrator with Walnut Creek Community Association; Brian Ruiz of Regions Security; and several members of the public.

ADDITIONS OR DELETIONS TO THE AGENDA

Mrs. Perez announced that the following items were added to the agenda under New/Additional Business:

Discussion Regarding Propex Solutions Alternative Product to the Canal Erosion Restoration Project

Discussion Regarding FP&L Modifications being made within the Sheridan Utility Easement

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
January 17, 2023, Regular Board Meeting

The minutes from the January 17, 2023, Regular Board Meeting were presented for consideration.

A MOTION was made by Supervisor Levenson, seconded by Supervisor Ross and unanimously passed approving the minutes of the January 17, 2023, Regular Board Meeting, as presented.

Supervisor Igor Fateyev arrived at approximately 6:04 p.m.

January 31, 2023, Workshop

The minutes from the January 31, 2023, Workshop were presented for consideration.

A MOTION was made by Supervisor Levenson, seconded by Supervisor Ross and unanimously passed approving the minutes of the January 31, 2023, Workshop, as presented.

ADMINISTRATIVE MATTERS
Financial Update

Mrs. Perez distributed a corrected version of the financial information via handout and as procedurally done, Financial Reports were presented in the meeting book and reviewed: Monthly Financial Report- Operating Fund (actual revenues and expenditures with fund balances and availability); Check Registers; Balance Sheet; Debt Service Profit and Loss YTD Comparisons/Report(s); Tax/Assessment Collections; Expenditure Recap. Available Funds as of January 31, 2023, reflecting: $1,986,271.52.

A motion of ratification of the financials or any further discussion was requested:

A MOTION was made by Supervisor Kagan, seconded by Supervisor Levenson and passed unanimously ratifying and approving the financials, as presented via handout.

NEW/ADDITIONAL BUSINESS
Consider Resolution No. 2023-01 – Electronic Signature Policy

Mrs. Perez noted that a correction had been made to the resolution on the first page which corrects the name of the District from Turtle Run to Walnut Creek. She added that the corrections had already been made to the book and the signature pages.

Resolution No. 2023-01 was presented, entitled:

RESOLUTION 2023-01

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE WALNUT CREEK COMMUNITY DEVELOPMENT DISTRICT ESTABLISHING AN ELECTRONIC SIGNATURE POLICY, PROVIDING DISTRICT MANAGER WITH AUTHORITY AND RESPONSIBILITY FOR APPROVAL OF ELECTRONIC SIGNATURES AND IMPLEMENTATION OF CONTROL PROCESSES AND PROCEDURES TO ENSURE COMPLIANCE, INTEGRITY, AND SECURITY, IN ACCORDANCE WITH CHAPTER 688, FLORIDA STATUTES; AND PROVIDING FOR SEVERABILITY AND EFFECTIVE DATE.

Ms. Wald went over the resolution with the Board.

Stephen C. Smith, the District Engineer, arrived at approximately 6:11 p.m.

A MOTION was made by Supervisor Levenson, seconded by Supervisor Beckmann and passed unanimously adopting Resolution No. 2023-01, as presented with corrections as specified.

Consider Attorney Fee Adjustments

The Attorney Fee Adjustment letter was presented in the meeting book. The proposed rate increase will take effect April 1, 2023.

Attorney	Current Rate	Proposed Rate	Increased Amount	
Partner	$250	$275	$25	
Associate	$175	$225	$50	

Ms. Wald provided an overview.

A MOTION was then made by Supervisor Kagan, seconded by Supervisor Levenson and passed unanimously approving the attorney fee adjustments, as presented.

Discussion on CAS Canal Erosion Restoration Project

Mrs. Perez noted that this agenda did not require any action or approval at this time. She further noted that a few meetings back, the Board authorized for the District Engineer to gather pricing and provide alternative methods of application in order to determine what the price point would be for this type of project. CAS used the information that was provided by Landshore Enterprises LLC, to budget accordingly. In other words, this information is for discussion purpose as to how the Board will move forward.

Mr. Smith reviewed the letter presented and elaborated on the proposed costs shown on the below chart:

A discussion ensued. Supervisor Kagan mentioned the FP&L project being conducted in which the poles were being removed and the lines were being run underground along the same area where the erosion is prevalent and asked that the District Engineer contact FP&L to determine a project timeline, so as not to interfere with the erosion project. He further added that maybe the District should consider engaging the FP&L contractor, while already mobilized, if the option is acceptable. The cost difference presented in the chart was discussed.

Additionally, the Engineer agreed to assess the additional areas of concern as it had been observed by District management that the erosion had continued to expand to other areas.

CAS Update on Warranty Request to American Shoreline Regarding Lake Erosion Control Failures

Mr. Smith advised that a Warranty Request Letter had been submitted to American Shoreline regarding identified lake erosion control failures (noting that several areas had been identified throughout the community) and adding that American Shoreline responded promptly by agreeing to make said corrections and will honor the warranty.

Mrs. Perez added that she confirmed that the water levels were currently low in response to an inquiry made by American Shoreline and emphasized that this work should be scheduled promptly prior to rainy season.

Mr. Smith recommended that said work be scheduled within the next two (2) months for which he will follow up with American Shoreline to secure a start date.

CAS Evaluation and HOA Report on Erosion Concerns Behind Clubhouse

Mr. Smith provided a handout memorandum regarding the lake bank washout at the Clubhouse. He noted that the cause of the erosion had been identified and reported by the HOA and was caused by the HOA pool deck. Repairs and restoration of the area is required. District management was directed to advise the HOA and forward the memorandum to their attention. The memo has been attached hereto for record purposes.

Consider Entrance Structures Pressure Cleaning Proposals

A MOTION was made by Supervisor Levenson, seconded by Supervisor Ross and passed unanimously approving the Pressure Cleaning Man proposal in the amount of $4,435 for pressure cleaning services of District owned and maintained structures, as specified; simultaneously authorizing District Counsel to prepare an agreement and for District management to executed on behalf of the District.

Consider HOA Monument Repair Proposal

Mrs. Perez advised that the HOA would be presenting this proposal at the next meeting. Therefore, this item was tabled.

Consider HOA Ongoing Monument Maintenance Proposal

Mrs. Perez advised that the HOA would be presenting this proposal at the next meeting. Therefore, this item was tabled.

Clarification on Taft Street Entrance/Exit Street Pavers Maintenance Responsibilities

Mrs. Perez advised that the District was not responsible for the maintenance of the roads and/or pavers in the areas described in the licensing agreement. She added that the District was responsible for any repairs to either the roads and/or the pavers, as a result of modifications, maintenance and/or repairs to the security gate systems. She further advised that HOA management had been advised of same.

Discussion Regarding Propex Solutions Alternative Product for Canal Erosion Restoration Project

Mrs. Perez provided handouts for this agenda item and asked that the District Engineer elaborate. Mr. Smith advised that he had looked into this option and noted that it would be viable to consider. Mr. Smith further advised that CAS had never worked with this application method before. Mr. Smith went over the bid process and noted that bids could be submitted with alternative application methods.

Mr. Smith was directed to contact Propex to request information for local qualified contractors to submit proposals for this application method for cost purposes.

Discussion Regarding FP&L Modifications being made within the Sheridan Utility Easement

Mrs. Perez advised that an FP&L project was currently underway and noted that District management had left several messages for Engineer Alex Ortiz, who is overseeing the project. The District Engineer was directed to contact the FP&L project lead for timelines.

SECURITY SYSTEMS/SERVICES
Security Report

The Security Report was presented in the meeting book for the Board’s review.

Welcome Newly Hired Clubhouse/On-Site Security Administrator

Mr. Richard Thompson, the newly hired Violations Coordinator/Security Administrator with Walnut Creek Community Association was introduced to and welcomed by the Board.

Update on Caltran Engineering Traffic Study for Taft Street Visitor Entrance Trap System

Mrs. Perez advised, pursuant to communications today with Caltran Engineering, the cameras had been installed, the information had been collected and the traffic study data was being analyzed.

Consider Changes to Current Regions Roving Service Hours

The Board reviewed the following roving services cost analysis:

A MOTION was made by Supervisor Kagan, seconded by Supervisor Levenson approving the presented changes to the Regions roving service hours thereby selecting the Rover 12/7 Option, with a schedule of 7pm to 7am. Upon being put to a vote, the MOTION carried 4 to 1 and Supervisor Ross dissented.

Supervisor Ross noted that members of the public had requested additional roving hours and she did not agree that the small increase approved by the Board. Adding that she would have preferred an option closer to the previous roving services rendered in the past, consisting of more roving hours.

Review of Original and Updated Regions’ Gate System Assessment

Mrs. Perez presented both the original and the updated Regions’ gate system assessment for the Board’s review.

Discussion on Regions’ Estimate 2023-1738 Taft Street Visitor Lane Trap Option

Mrs. Perez presented this agenda item for information purposes only and added that it would not be considered until the traffic study has been completed by Caltran Engineering.

Regions’ Gate System Assessment Estimates for Work Already Completed
Consider Ratification of Regions’ Estimate 2023-0782 Junction Box Replacement

A MOTION was made by Supervisor Levenson, seconded by Supervisor Kagan and passed unanimously ratifying Regions’ Estimate 2023-0782 for the junction box replacement in the amount of $1,205, as presented.

Consider Ratification of Regions’ Estimate 2023-1743 Sheridan Resident Trap Repairs

A MOTION was made by Supervisor Fateyev, seconded by Supervisor Beckmann and passed unanimously ratifying Regions’ Estimate 2023-1743 for the Sheridan resident trap repairs in the amount of $642, as presented.

Consider Ratification of Regions’ Estimate 2023-1744 Individualizing Function of Taft Street Exit Gates

A MOTION was made by Supervisor Levenson, seconded by Supervisor Fateyev and passed unanimously ratifying Regions’ Estimate 2023-1744 for individualizing the function of the Taft Street exit gates in the amount of $2,430, as presented.

Consider Ratifications of Regions’ Estimate 2023-1748 Taft Street Resident Entrance Loop Replacement

A MOTION was made by Supervisor Beckmann, seconded by Supervisor Kagan and passed unanimously ratifying Regions’ Estimate 2023-1748 for the Taft Street resident entrance loop replacement in the amount of $1,908, as presented.

Consider Ratification of Regions’ Estimate 2023-1755 CO#1 Taft Street Resident Entrance Loop Replacement

A MOTION was made by Supervisor Kagan, seconded by Supervisor Beckmann and passed unanimously ratifying Regions’ Estimate 2023-1755 CO#1 for the Taft Street resident entrance loop replacement, as presented.

Discussion ensued regarding Est. 2023-1755 CO#1 due to the work being conducted prior to approval.

A MOTION was then made by Supervisor Levenson, seconded by Supervisor Fateyev rescinding the previous MOTIONS made regarding Estimate 2023-1744 and Estimate 2023-1755and deferring both of these items until the next meeting, which will allow for Carlos of Regions to attend and provide explanations for said estimates and the assessment of work. That MOTION carried unanimously.

The Board also requested having the gate maintenance team attend the next meeting in order to address the ongoing gate maintenance issues.

Consider Ratification of Regions’ Estimate 2023-1751 Gate Arm Replacement

A MOTION was made by Supervisor Fateyev, seconded by Supervisor Kagan and passed unanimously ratifying Regions’ Estimate 2023-1751 for gate arm replacement in the amount of $2,124, as presented.

Consider Regions’ Proposal for Video Camera Installation at Canal Gate Enclosure – Near the Intersection of NW 72nd Avenue and Sheridan

The Board reviewed the Regions proposal options for video camera installations at the canal gate enclosure area near the intersection of NW 72nd Avenue and Sheridan. A discussion ensued and no action was taken at this time.

OLD BUSINESS
Update on Shekinah Fence Installation Project Surrounding the Canal

Mrs. Perez advised that the District was awaiting the completion of the permitting process.

Update on Pavilion Area Wall Sconce Lighting Replacement Project

Mrs. Perez advised this this project had been completed.

ADDITIONAL STAFF UPDATES/REQUESTS
Attorney

There were no additional updates from the attorney.

District Manager

Mrs. Perez reminded the Board that the next scheduled meeting was set for April 18, 2023, noting that the proposed budget would be presented and the Public Hearing would be set for June 20, 2023. She further noted that the May 16th meeting may be cancelled, if determined not necessary.

ADDITIONAL BOARD MEMBER/PUBLIC COMMENTS

The Board requested revisiting the possibility of a future project of modifying and expanding the Taft Street entrance in order to accommodate increased traffic. They directed District Counsel and District management to revisit the information previously brought before the Board and to add it as an agenda item for discussion at an upcoming meeting.

A discussion ensued regarding the Taft security visitor entrance and the handheld devices not being used. Mrs. Perez was directed to add this item to the next meeting’s agenda for further discussion with Carlos of Regions.

ADJOURNMENT

There being no further business to come before the Board a MOTION was made by Supervisor Ross, seconded by Supervisor Levenson and passed unanimously adjourning the meeting at 7:40 p.m.

ATTESTED BY:

Secretary /Assistant Secretary	Chairman/Vice-Chair

CRJ\16 J\. SMITH & J\SSOCIJ\TES
Consulting Engineers • Surveyors • Construction Managers • Utility Locators
21045 Commercial Trail, Boca Raton, FL 33486

MEMO

To:	Gloria Perez, District Manager From:	 Todd Larson
CC:	Stephen Smith Date:	 February 21, 2023
Re:	Walnut Creek, Lake Bank Washout at Club House

On February 21, 2023 an inspection was conducted on the lake bank adjacent to the Walnut Creek Club House, 7500 NW 20th Street, Pembroke Pines, Florida.
There is significant erosion of the bank adjacent to the lake.

Pictures were taken of the Washout extending from the landscaping around the deck, under the fence and down the bank to the lake. Pictures show that under the fence there is a solid aluminum panel to prevent loss of the landscape soil from under the fence. Below the aluminum panel is approximately 12 inches of
½ inch wire mesh. In the southwest corner of the fence the surface has eroded ((at the lowest point, allowing the water to escape the pool deck only through a small area. This channeling of the surface flow is causing an erosion of the bank from the corner of the fence to the lake.

I have attached photos to show the conditions on site. The irrigation maintenance man ran the system for me to rule out irrigation washout. A leaking pool can be ruled out because there is no current flow. Therefore, the most probable result is the sheet flow from the pool patio area scouring the surface because flows are restricted to a small area.

 		

The picture shows the inside corner of the fenced in pool area. Notice there is only a small washout spot along the fence.

2

Page 14

This picture shows the bank washout from the bank to the fence.

This picture shows the debris washed down the bank into the lake.

Walnut Creek Community Development District

Financial Report For March 2023

WALNUT CREEK COMMUNITY DEVELOPMENT DISTRICT MONTHLY FINANCIAL REPORT
OPERATING FUND MARCH 2023

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

Actual Mar-23	Year To Date Actual
10/1/22 - 3/31/23	
REVENUES				
ADMINISTRATIVE ASSESSMENTS	178,871	1,700	169,763	
MAINTENANCE ASSESSMENTS	1,100,128	10,463	1,040,725	
DEBT ASSESSMENTS (2010)	130,015	1,237	123,027	
OTHER REVENUE	0	0	1,235	
INTEREST INCOME	1,500	0	24,107	
				
TOTAL REVENUES	$	1,410,514	$	13,400	$	1,358,857	
				
EXPENDITURES				
ADMINISTRATIVE EXPENDITURES				
SUPERVISOR FEES	10,000	0	4,200	
PAYROLL TAXES (EMPLOYER)	800	0	321	
ENGINEERING	45,000	0	7,029	
LEGAL FEES	19,000	0	8,346	
AUDIT FEES	4,000	0	0	
MANAGEMENT	47,664	3,972	23,832	
POSTAGE	1,250	119	579	
OFFICE SUPPLIES/PRINTING	5,700	174	519	
INSURANCE	14,000	0	16,536	
LEGAL ADVERTISING	1,200	0	223	
MISCELLANEOUS	9,000	263	4,001	
DUES & SUBSCRIPTIONS	175	0	175	
ASSESSMENT ROLL	7,500	0	0	
TRUSTEE FEES	2,000	0	1,420	
CONTINUING DISCLOSURE FEE	350	0	0	
WEBSITE MANAGEMENT	2,000	167	1,000	
TOTAL ADMINISTRATIVE EXPENDITURES	$	169,639	$	4,695	$	68,181	
				
MAINTENANCE EXPENDITURES				
FIELD MANAGEMENT	5,000	1,000	7,500	
OPERATIONS MANAGEMENT	12,000	0	1,000	
SECURITY SERVICES	405,760	2,514	125,915	
HOA SECURITY SERVICES ADMIN	0	2,500	5,000	
SECURITY SERVICES - ABDI	12,000	0	810	
SECURITY CAMERAS & MAINTENANCE	8,000	0	23,854	
SECURITY ONLINE SOLUTIONS	12,800	0	0	
TELEPHONE	11,000	896	5,345	
ELECTRIC	82,500	8,235	44,934	
WATER & SEWAGE	17,000	1,053	4,544	
GUARD HOUSE - VISITOR PASSES	6,700	0	0	
GATE SYSTEM MAINTENANCE	30,000	8,010	27,066	
GATEHOUSE MAINTENANCE	0	0	0	
GUARD HOUSE INT/EXT MAINTENANCE	22,500	8,185	15,044	
LAKE & PRESERVE MAINTENANCE	45,000	2,960	17,394	
SIGNAGE	2,000	0	0	
STREETLIGHT MAINTENANCE	5,000	0	0	
WATERFALL MAINTENANCE	75,000	4,650	28,922	
HOLIDAY LIGHTING	10,000	0	4,995	

WALNUT CREEK COMMUNITY DEVELOPMENT DISTRICT MONTHLY FINANCIAL REPORT
OPERATING FUND MARCH 2023

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

Actual Mar-23	Year To Date Actual
10/1/22 - 3/31/23	
LAKE RESTORATION & MAINTENANCE	0	0	0	
IGUANA REMOVAL SERVICES	27,000	0	11,208	
MISCELLANEOUS MAINTENANCE	10,000	85	3,858	
STORMWATER MGT & PIPE REPLACEMENT RESERVE/CONTINGENCY	74,800	0	0	
PRESSURE CLEANING & PAINTING OF EXTERIOR STRUCTURES	14,000	0	0	
HEADWALL STABILIZATION PROJECT	10,000	0	0	
LAKE SLOPE SOIL MAINTENANCE	10,000	0	0	
S-8 CANAL RECONSTRUCTION - ENGINEERING DESIGN & CONSTRUCTION	80,000	0	0	
TREE TRIMMING SERVICES	0	0	0	
OPERATING RESERVE/CONTINGENCY	26,060	0	0	
TAFT STREET STRUCTURE MAINTENANCE	20,000	0	0	
TOTAL MAINTENANCE EXPENDITURES	$	1,034,120	$	40,088	$	327,389	
				
TOTAL EXPENDITURES	$	1,203,759	$	44,783	$	395,570	
				
EXCESS OR (SHORTFALL)	$	206,755	$	(31,383)	$	963,287	
				
PAYMENT TO TRUSTEE (2010)	(122,214)	(1,198)	(115,840)	
				
BALANCE	$	84,541	$	(32,581)	$	847,447	
				
COUNTY APPRAISER & TAX COLLECTOR FEE	(28,180)	(265)	(25,613)	
DISCOUNTS FOR EARLY PAYMENTS	(56,361)	(158)	(52,245)	
				
EXCESS/ (SHORTFALL)	$	-	$	(33,004)	$	769,589	
				
CARRYOVER FROM PRIOR YEAR	0	0	0	
				
NET EXCESS/ (SHORTFALL)	$	-	$	(33,004)	$	769,589	

Note: Reserves Set-Up For Un-Used Budgeted Fiscal Year 2020/2021 & 2021/2022 Maintenance Projects. Improvement/Emergency Funds May Be Needed To Fund A Portion Of The Projects.

Bank Balance As Of 3/31/23	$	1,710,640.01	
Accounts Payable As Of 3/31/23	$	68,838.85	
Accounts Receivable As Of 3/31/23	$	1,200.00	
Reserve For Headwall Stabilization As Of 3/31/23	$	50,000.00	
Reserve For Lake Slope Soil Maintenance As Of 3/31/23	$	20,000.00	
Reserve For Stormwater Maint/Pipe Replacement As Of 3/31/23	$	91,000.00	
Reserve For S-8 Canal Reconstruction As Of 3/31/23	$	460,000.00	
Operating Account Available Funds As Of 3/31/23	$	1,022,001.16	
Improvements/Emergency Funds As Of 3/31/23	$	882,662.66	
Total Available Funds As Of 3/31/23	$	1,904,663.82	

Walnut Creek Community Development District
Budget vs. Actual
October 2022 through March 2023

Oct '22 - Mar 23	22/23 Budget	$ Over Budget	% of Budget	
Income				
01-3100 ꞏ Administrative Assessment	169,763.03		178,871.00		-9,107.97		94.91%	
01-3200 ꞏ Maintenance Assessment	1,040,724.95		1,100,128.00		-59,403.05		94.6%	
01-3811 ꞏ Debt Assessments (Series 2010)	123,026.50		130,015.00		-6,988.50		94.63%	
01-3821 ꞏ Debt Assess-Paid To Trustee-10	-115,840.45		-122,214.00		6,373.55		94.79%	
01-3830 ꞏ Assessment Fees	-25,613.01		-28,180.00		2,566.99		90.89%	
01-3831 ꞏ Assessment Discounts	-52,245.33		-56,361.00		4,115.67		92.7%	
01-9400 ꞏ Miscellaneous Revenue	1,235.26		0.00		1,235.26		100.0%	
01-9410 ꞏ Interest Income	24,107.00		1,500.00		22,607.00		1,607.13%	
Total Income	1,165,157.95		1,203,759.00		-38,601.05		96.79%	
Expense								
01-1307 ꞏ Payroll tax expense	321.30		800.00		-478.70		40.16%	
01-1308 ꞏ Supervisor Fees	4,200.00		10,000.00		-5,800.00		42.0%	
01-1310 ꞏ Engineering	7,029.00		45,000.00		-37,971.00		15.62%	
01-1311 ꞏ Management Fees	23,832.00		47,664.00		-23,832.00		50.0%	
01-1315 ꞏ Legal Fees	8,345.74		19,000.00		-10,654.26		43.93%	
01-1318 ꞏ Assessment/Tax Roll	0.00		7,500.00		-7,500.00		0.0%	
01-1320 ꞏ Audit Fees	0.00		4,000.00		-4,000.00		0.0%	
01-1450 ꞏ Insurance	16,536.00		14,000.00		2,536.00		118.11%	
01-1480 ꞏ Legal Advertisements	223.31		1,200.00		-976.69		18.61%	
01-1512 ꞏ Miscellaneous	4,001.45		9,000.00		-4,998.55		44.46%	
01-1513 ꞏ Postage and Delivery	578.59		1,250.00		-671.41		46.29%	
01-1514 ꞏ Office Supplies	519.25		5,700.00		-5,180.75		9.11%	
01-1540 ꞏ Dues, License & Subscriptions	175.00		175.00		0.00		100.0%	
01-1550 ꞏ Trustee Fees (GF)	1,420.00		2,000.00		-580.00		71.0%	
01-1551 ꞏ Continuing Disclosure Fee	0.00		350.00		-350.00		0.0%	
01-1570 ꞏ Website Management	999.96		2,000.00		-1,000.04		50.0%	
01-1601 ꞏ Security Services	125,914.76		405,760.00		-279,845.24		31.03%	
01-1604 ꞏ Guardhouse Int/Ext Maintenance	15,044.45		22,500.00		-7,455.55		66.86%	
01-1605 ꞏ Gate System Maintenance	27,066.25		30,000.00		-2,933.75		90.22%	
01-1606 ꞏ Guard house-Visitor Passes	0.00		6,700.00		-6,700.00		0.0%	
01-1608 ꞏ Security Services - ABDI	810.00		12,000.00		-11,190.00		6.75%	
01-1609 ꞏ Security Cameras & Maintenance	23,854.40		8,000.00		15,854.40		298.18%	
01-1610 ꞏ Security Online Solutions	0.00		12,800.00		-12,800.00		0.0%	
01-1803 ꞏ Lake & Preserve Maintenance	17,394.00		45,000.00		-27,606.00		38.65%	
01-1805 ꞏ Stormwater Mgt/Pipe Replacement	0.00		74,800.00		-74,800.00		0.0%	
01-1812 ꞏ Signs	0.00		2,000.00		-2,000.00		0.0%	
01-1814 ꞏ Electricity	44,934.04		82,500.00		-37,565.96		54.47%	
01-1815 ꞏ Miscellaneous Maintenance	3,856.58		10,000.00		-6,143.42		38.57%	
01-1816 ꞏ Telephone	5,344.52		11,000.00		-5,655.48		48.59%	
01-1817 ꞏ Water & sewer	4,543.49		17,000.00		-12,456.51		26.73%	
01-1818 ꞏ Field Management	7,500.00		5,000.00		2,500.00		150.0%	
01-1821 ꞏ Waterfall Maintenance	28,922.00		75,000.00		-46,078.00		38.56%	
01-1825 ꞏ Tree Trimming Services	0.00		5,000.00		-5,000.00		0.0%	
01-1826 ꞏ Holiday Lighting	4,995.00		10,000.00		-5,005.00		49.95%	

Walnut Creek Community Development District
Budget vs. Actual
October 2022 through March 2023

	Oct '22 - Mar 23		22/23 Budget		$ Over Budget		% of Budget	
01-1835 ꞏ Pressure Clean & Paint Ext Strc	0.00		14,000.00		-14,000.00		0.0%	
01-1839 ꞏ Iguana Removal Services	11,208.35		27,000.00		-15,791.65		41.51%	
01-1840 ꞏ Headwall Stabilization Project	0.00		10,000.00		-10,000.00		0.0%	
01-1841 ꞏ Lake Slope Soil Maintenance	0.00		10,000.00		-10,000.00		0.0%	
01-1842 ꞏ S-8 Canal Reconstructn-Eng Dsgn	0.00		80,000.00		-80,000.00		0.0%	
01-1843 ꞏ Taft Street Structure Maint	0.00		20,000.00		-20,000.00		0.0%	
01-1844 ꞏ HOA Security Services Admin	5,000.00		0.00		5,000.00		100.0%	
01-1899 ꞏ Operating Maint Resrve/Contngcy	0.00		26,060.00		-26,060.00		0.0%	
01-2311 ꞏ Operations Management	1,000.00		12,000.00		-11,000.00		8.33%	
Total Expense	395,569.44		1,203,759.00		-808,189.56		32.86%	
Net Income		769,588.51			0.00			769,588.51			100.0%	

Walnut Creek Community Development District Check Register
February 2023 ‐ March 2023

Date	Reference	Vendor	Amount	
2/1/2023	2‐1	Billing, Cochran, Lyles, Mauro & Ramsey	400.00	
2/1/2023	2‐2	Comcast (Voice 8931)	164.58	
2/1/2023	2‐3	Crystal Springs	27.47	
2/2/2023	2‐4	Allstate Resource Management, Inc.	2,960.00	
2/2/2023	2‐5	Amazon Capital Services	545.78	
2/2/2023	2‐6	Blue Iguana Pest Control Inc	6,725.01	
2/2/2023	2‐7	City of Pembroke Pines	615.86	
2/2/2023	2‐8	Craig A Smith & Associates LLC	260.00	
2/2/2023	2‐9	Crystal Pool Service Inc	4,650.00	
2/2/2023	2‐10	FPL	8,199.05	
2/2/2023	2‐11	Hancock Bank (Tax Receipts)	113,172.65	
2/2/2023	2‐12	Randy's Holiday Lighting	4,995.00	
2/2/2023	2‐13	Regions Security	5,153.40	
2/2/2023	2‐14	Special District Services	5,538.01	
2/2/2023	2‐15	Tirone Electric	610.00	
2/2/2023	2‐16	Turf Management	3,760.00	
2/10/2023	2‐17	Comcast (8939)	375.56	
2/10/2023	2‐18	Comcast (9044)	375.56	
2/13/2023	2‐19	1st Solution Pest Control	140.00	
2/13/2023	2‐20	Amazon Capital Services	79.19	
2/13/2023	2‐21	Lourdes Eugene	553.73	
2/13/2023	2‐22	Regions Security	44,644.64	
2/13/2023	2‐23	Richie Rich Services LLC	445.00	
3/1/2023	3‐1	ALM Media, LLC	102.82	
3/1/2023	3‐2	Comcast (Voice 8931)	164.58	
3/2/2023	3‐3	Allstate Resource Management, Inc.	2,960.00	
3/2/2023	3‐4	Blue Iguana Pest Control Inc	2,241.67	
3/2/2023	3‐5	Craig A Smith & Associates LLC	4,259.00	
3/2/2023	3‐6	Crystal Pool Service Inc	4,650.00	
3/2/2023	3‐7	Crystal Springs	36.96	
3/2/2023	3‐8	FPL	7,991.54	
3/2/2023	3‐9	Hancock Bank (Tax Receipts)	1,469.85	
3/2/2023	3‐10	Regions Security	7,371.00	
3/2/2023	3‐11	Special District Services	5,983.25	
3/2/2023	3‐12	Tirone Electric	1,350.00	
3/7/2023	3‐13	Billing, Cochran, Lyles, Mauro & Ramsey	3,022.50	
3/8/2023	3‐14	Arking Solutions Inc	380.00	
3/8/2023	3‐15	City of Pembroke Pines	443.77	
3/8/2023	3‐16	Comcast (8939)	375.56	
3/8/2023	3‐17	Comcast (9044)	375.56	
3/8/2023	3‐18	Regions Security	4,050.00	
3/8/2023	3‐19	Tirone Electric	350.32	
3/8/2023	3‐20	Tirone Electric	498.50	
3/20/2023	3‐21	OES Global Inc		732.75		
TOTAL			253,200.12	

Walnut Creek Community Development District
Expenditures
February through March 2023

	Date		Invoice #		Vendor		Memo		Amount	
Expenditures
01-1307 ꞏ Payroll tax expense										
	02/01/2023		PR 01-31-23				mtg 01/17/23 & 01/31/23 PR 02/03/23 (Ross, Levenson, Fateyev, Kagan, Beckman)		153.00	
	02/23/2023		PR 02/21/23				mtg 02/21/23 PR 02/24/23 (Ross, Levenson, Fateyev, Kagan, Beckman)		76.50	
Total 01-1307 ꞏ Payroll tax expense									229.50	
01-1308 ꞏ Supervisor Fees										
	02/01/2023		PR 01-31-23				mtg 01/17/23 & 01/31/23 PR 02/03/23 (Ross, Levenson, Fateyev, Kagan, Beckman)		2,000.00	
	02/23/2023		PR 02/21/23				mtg 02/21/23 PR 02/24/23 (Ross, Levenson, Fateyev, Kagan, Beckman)		1,000.00	
Total 01-1308 ꞏ Supervisor Fees									3,000.00	
01-1311 ꞏ Management Fees										
	02/28/2023		2023-0170		Special District Services		management fee February 2023		3,972.00	
	03/31/2023		2023-0279		Special District Services		management fee March 2023		3,972.00	
Total 01-1311 ꞏ Management Fees									7,944.00	
01-1315 ꞏ Legal Fees										
	02/28/2023		179781		Billing, Cochran, Lyles, Mauro & Ramsey		legal fees February 2023		1,892.50	
Total 01-1315 ꞏ Legal Fees									1,892.50	
01-1512 ꞏ Miscellaneous										
	02/01/2023		PR 01-31-23				mtg 01/17/23 & 01/31/23 PR 02/03/23 (Ross, Levenson, Fateyev, Kagan, Beckman)		53.25	
	02/23/2023		PR 02/21/23				mtg 02/21/23 PR 02/24/23 (Ross, Levenson, Fateyev, Kagan, Beckman)		53.25	
	02/28/2023		2023-0170		Special District Services		Document Storage January 2023		54.45	
	02/28/2023		2023-0170		Special District Services		travel January 2023		340.05	
	02/28/2023		2023-0170		Special District Services		conference calls - January 2023		13.48	
	03/31/2023		2023-0279		Special District Services		Document Storage February 2023		69.93	
	03/31/2023		2023-0279		Special District Services		travel February 2023		193.14	
Total 01-1512 ꞏ Miscellaneous									777.55	
01-1513 ꞏ Postage and Delivery										
	02/28/2023		2023-0170		Special District Services		FedEx January 2023		171.47	
	02/28/2023		2023-0170		Special District Services		postage - January 2023		7.50	
	03/31/2023		2023-0279		Special District Services		FedEx February 2023		118.82	
Total 01-1513 ꞏ Postage and Delivery									297.79	
01-1514 ꞏ Office Supplies										
	02/28/2023		2023-0170		Special District Services		copier charges January 2023		138.90	
	03/31/2023		2023-0279		Special District Services		copier charges February 2023		142.05	
	03/31/2023		2023-0279		Special District Services		Meeting books - February 2023		32.00	
Total 01-1514 ꞏ Office Supplies									312.95	
01-1570 ꞏ Website Management										
	02/28/2023		2023-0170		Special District Services		website fee February 2023		166.66	
	03/31/2023		2023-0279		Special District Services		website fee March 2023		166.66	
Total 01-1570 ꞏ Website Management									333.32	
01-1601 ꞏ Security Services										
	02/01/2023		27029		Regions Security		security services 01/01/2023 - 01/31/2023		2,514.00	
	02/03/2023		27249		Regions Security		service period 2/1/23 - 2/28/23		2,514.00	
	02/04/2023		27260		Regions Security		service period 2/1/23 - 2/28/23		825.00	

Walnut Creek Community Development District
Expenditures
February through March 2023

Date	Invoice #	Vendor	Memo	Amount
	02/28/2023		27444		Regions Security		security 02/01/2023 - 02/28/2023		19,286.89	
	03/01/2023		27375		Regions Security		security 03/01/2023 - 03/31/2023		2,514.00	
Total 01-1601 ꞏ Security Services									27,653.89	
01-1604 ꞏ Guardhouse Int/Ext Maintenance										
	02/01/2023		121217		1st Solution Pest Control		bi-monthly regular service of pest control		140.00	
	02/03/2023		11R4-63GM-6PG4		Amazon Capital Services		trash can for guardhouse		79.19	
	02/21/2023		53633		Tirone Electric		100% completion of job #22-RB031 for wall sconce replacement		1,350.00	
	02/28/2023		2023-0170		Special District Services		fire extinguisher, yellow caution tape		118.74	
	03/02/2023		53724		Tirone Electric		replaced photo cell and corn bulb in security parking lot		338.50	
	03/02/2023		1401		Arking Solutions Inc		guardhouse minor repairs		380.00	
	03/10/2023		21344		Richie Rich Services LLC		AC service		110.00	
	03/16/2023		1061251		OES Global Inc		traffic delineators		732.75	
	03/21/2023		53841		Tirone Electric		work on waterfall contractor		160.00	
	03/21/2023		6768		Pressure Cleaning Man Inc.		pressure cleaning of guard house & pavillion		4,435.00	
	03/22/2023		53863		Tirone Electric		work on junction box		325.50	
	03/29/2023		53928		Tirone Electric		work on wall lantern outside Taft St guardhouse		482.50	
	03/31/2023		2023-0279		Special District Services		permit fees, printing		1,220.61	
Total 01-1604 ꞏ Guardhouse Int/Ext Maintenance									9,872.79	
01-1605 ꞏ Gate System Maintenance										
	02/04/2023		27263		Regions Security		spare gate arms		2,124.00	
	02/04/2023		27266		Regions Security		Sheridan St resident lane right side mantrap repair		642.00	
	02/04/2023		27267		Regions Security		junction box replacement		1,205.00	
	02/04/2023		27265		Regions Security		Taft St resident gate safety loop installation and rewiring structure		1,908.00	
	02/04/2023		27264		Regions Security		Taft St individualize right and left exit gates		2,430.00	
	02/23/2023		27359		Regions Security		Taft St individualize right and left exit gates		2,250.00	
	03/01/2023		27408		Regions Security		visitor arm barrier gate remounted to arm motor 1/8 3:00 and 7:30		900.00	
	03/01/2023		27407		Regions Security		Sheridan residents are barrier cut, repaired and remounted 1/18		450.00	
	03/01/2023		27412		Regions Security		resident arm barrier was repaired and remounted 1/31		150.00	
	03/01/2023		27409		Regions Security		visitor arm barrier weakened until it broke; cut, repaired and remounted 1/31		150.00	
	03/02/2023		27415		Regions Security		visitor arm barrier gate repair and remounted 1/25		150.00	
	03/02/2023		27421		Regions Security		resident arm barrier gate repair & remounted 2/19; visitor are barrier was remounted 2/19		450.00	
	03/02/2023		27417		Regions Security		service maintenance contract March 2023		825.00	
	03/02/2023		27429		Regions Security		visitors are barrier was remounted 2/28		150.00	
	03/02/2023		27428		Regions Security		mega arm gear box replaced		1,635.00	
	03/02/2023		27422		Regions Security		visitor are barrier was remounted 2/21		150.00	
	03/02/2023		27414		Regions Security		visitor arm barrier gate cute repair and remounted 1/26		150.00	
	03/02/2023		27416		Regions Security		visitor arm barrier gate repair & remounted 1/29 & resident are barrier cut, repair, and rem...		900.00	
	03/02/2023		27419		Regions Security		resident arm barrier gate repair and remounted 2/5		450.00	
	03/15/2023		27530		Regions Security		visitors arm barrier remounted 3/7 8:30 am		150.00	
	03/15/2023		27532		Regions Security		visitors arm barrier remounted 3/13 8:15 pm		225.00	
	03/15/2023		27531		Regions Security		visitors arm barrier remounted 3/7 6:40pm		225.00	
	03/20/2023		27534		Regions Security		visitor are barrier remount 3/19/23 @ 3:50 pm		450.00	
	03/20/2023		27533		Regions Security		visitor arm remount 3/18/23 6:06 pm		450.00	

Walnut Creek Community Development District
Expenditures
February through March 2023

	Date		Invoice #		Vendor		Memo		Amount	
Total 01-1605 ꞏ Gate System Maintenance									18,569.00	
01-1803 ꞏ Lake & Preserve Maintenance										
	02/01/2023		191450		Allstate Resource Management, Inc.		mitigation area maintenance and lake mgmt services February 2023		2,960.00	
	03/01/2023		19097		Allstate Resource Management, Inc.		mitigation area maintenance and lake mgmt services March 2023		2,960.00	
Total 01-1803 ꞏ Lake & Preserve Maintenance									5,920.00	
01-1814 ꞏ Electricity										
	02/17/2023		63522-34022 0223		FPL		acct# 91603-83023 ( 01/19/2023 - 02/17/2023)		372.53	
	02/17/2023		91603-83023 0223		FPL		acct# 91603-83023 ( 01/19/2023 - 02/17/2023)		1,142.30	
	02/17/2023		36358-71365 0223		FPL		acct# 36358-71365 ( 01/19/2023 - 02/17/2023)		5,919.37	
	02/17/2023		63714-09001 0223		FPL		acct# 63714-09001 ( 01/19/2023 - 02/17/2023)		32.80	
	02/17/2023		54061-43023 0223		FPL		acct# 54061-43023 ( 01/19/2023 - 02/17/2023)		97.55	
	02/17/2023		04574-72025 0223		FPL		acct# 04574-72025 ( 01/19/2023 - 02/17/2023)		426.99	
	03/20/2023		63522-34022 0323		FPL		acct# 63522-34022 ( 02/17/2023 - 03/20/2023)		510.85	
	03/20/2023		54061-43023 0323		FPL		acct# 54061-43023 ( 02/17/2023 - 03/20/2023)		95.58	
	03/20/2023		04574-72025 0323		FPL		acct# 69033-61068 ( 02/17/2023 - 03/20/2023)		462.74	
	03/20/2023		36358-71365 0323		FPL		acct# 36358-71365 ( 02/17/2023 - 03/20/2023)		5,919.37	
	03/20/2023		98603-83023 0323		FPL		acct# 98603-83023 ( 02/17/2023 - 03/20/2023)		1,213.55	
	03/20/2023		63714-09001		FPL		acct# 63714-09001 ( 02/17/2023 - 03/20/2023)		32.75	
Total 01-1814 ꞏ Electricity									16,226.38	
01-1815 ꞏ Miscellaneous Maintenance										
	03/21/2023		INV-00033692		City of Pembroke Pines (permits)		1800 NW 76 Ave		85.34	
Total 01-1815 ꞏ Miscellaneous Maintenance									85.34	
01-1816 ꞏ Telephone										
	02/15/2023		166125063		Comcast (Voice 8931)		acct# 904688931 inv# 166125063 (02/15/23 - 03/14/23)		164.58	
	02/24/2023		8495751000518939		Comcast (8939)		acct# 8495751000518939 (03/4/23 - 04/3/23)		375.56	
	02/24/2023		8495 75 100 0519044		Comcast (9044)		acct# 8495751000519044 (03/4/23 - 04/3/23)		375.56	
	03/15/2023		168388771		Comcast (Voice 8931)		acct# 904688931 inv# 168388771 (03/15/23 - 04/14/23)		164.58	
	03/24/2023		8495751000518939		Comcast (8939)		acct# 8495751000518939 (04/4/23 - 05/3/23)		365.56	
	03/24/2023		8495751000519044		Comcast (9044)		acct# 8495751000519044 (04/4/23 - 05/3/23)		365.56	
Total 01-1816 ꞏ Telephone									1,811.40	
01-1817 ꞏ Water & sewer										
	02/15/2023		21393886		Crystal Springs		water for guardhouse		36.96	
	02/21/2023		536646-248298		City of Pembroke Pines		1800 NW 76 Ave W (01/19/23 - 02/15/23)		242.37	
	02/21/2023		536647-248299		City of Pembroke Pines		1800 NW 76 Ave E (01/19/23 - 02/15/23)		201.40	
	03/15/2023		21393886 031523		Crystal Springs		water for guardhouse		42.96	
	03/18/2023		536646-248298		City of Pembroke Pines		1800 NW 76 Ave W (02/15/23 - 03/18/23)		583.08	
	03/18/2023		536647-248299		City of Pembroke Pines		1800 NW 76 Ave E (02/15/23 - 03/18/23)		427.38	
Total 01-1817 ꞏ Water & sewer									1,534.15	
01-1818 ꞏ Field Management										
	02/28/2023		2023-0170		Special District Services		field management February 2023		1,000.00	
	03/31/2023		2023-0279		Special District Services		field management March 2023		1,000.00	
Total 01-1818 ꞏ Field Management									2,000.00	
01-1821 ꞏ Waterfall Maintenance										

Walnut Creek Community Development District
Expenditures
February through March 2023

	Date		Invoice #		Vendor		Memo		Amount	
	02/01/2023		2315180200		Crystal Pool Service Inc		February 2023 service		4,650.00	
	03/01/2023		2315180300		Crystal Pool Service Inc		March 2023 service		4,650.00	
Total 01-1821 ꞏ Waterfall Maintenance
01-1839 ꞏ Iguana Removal Services	

02/28/2023		

3624		

Blue Iguana Pest Control Inc		

monitoring Taft Entrance February 2023		9,300.00

241.67	
	02/28/2023		3623		Blue Iguana Pest Control Inc		monitoring Lakes and Canal February 2023		2,000.00	
Total 01-1839 ꞏ Iguana Removal Services
01-1844 ꞏ HOA Security Services Admin	

02/28/2023		

401		

Walnut Creek Community Association, Inc.		

Reimbursement for Thompson's Salary as security coordinator Feb 2023		2,241.67

2,500.00	
	03/31/2023		402		Walnut Creek Community Association, Inc.		Reimbursement for Thompson's Salary as security coordinator March 2023		2,500.00	
Total 01-1844 ꞏ HOA Security Services Admin									5,000.00	
Total Expenditures									115,002.23	

Walnut Creek Community Development District
Balance Sheet
As of March 31, 2023

Operating Fund	Debt Service (2010) Fund	General Fixed Assets	Long Term Debt	TOTAL
    
ASSETS
Current Assets Checking/Savings		
Operating Fund	1,710,640.01		0.00		0.00		0.00		1,710,640.01	
Improvements/Emergency Funds	882,662.66		0.00		0.00		0.00		882,662.66	
Total Checking/Savings	2,593,302.67		0.00		0.00		0.00		2,593,302.67	
Total Current Assets	2,593,302.67		0.00		0.00		0.00		2,593,302.67	
Other Assets										
Investments - Interest Account	0.00		2.35		0.00		0.00		2.35	
Investments - Reserve Fund	0.00		125,395.51		0.00		0.00		125,395.51	
Investments - Revenue Account	0.00		201,716.04		0.00		0.00		201,716.04	
Investments - Prepayment Fund	0.00		0.00		0.00		0.00		0.00	
Investments - Redemption Account	0.00		495.40		0.00		0.00		495.40	
Investments - Principal	0.00		0.27		0.00		0.00		0.27	
Petty Cash	0.00		0.00		0.00		0.00		0.00	
Accounts Receivable	1,200.00		0.00		0.00		0.00		1,200.00	
A/R Non Ad Valorem Receipts	0.00		1,197.95		0.00		0.00		1,197.95	
Land & Land Improvements	0.00		0.00		6,327,392.00		0.00		6,327,392.00	
2010 Project Improvements	0.00		0.00		1,746,100.00		0.00		1,746,100.00	
2014 Improvements	0.00		0.00		66,674.00		0.00		66,674.00	
Infrastructure	0.00		0.00		3,123,376.00		0.00		3,123,376.00	
Equipment	0.00		0.00		30,534.00		0.00		30,534.00	
Depreciation - Infrastructure	0.00		0.00		-2,918,969.00		0.00		-2,918,969.00	
Depreciation - Equipment	0.00		0.00		-30,534.00		0.00		-30,534.00	
Amount Available In DSF (2010)	0.00		0.00		0.00		328,807.52		328,807.52	
Amount To Be Provided	0.00		0.00		0.00		716,192.48		716,192.48	
Total Other Assets	1,200.00		328,807.52		8,344,573.00		1,045,000.00		9,719,580.52	

TOTAL ASSETS	
2,594,502.67		
328,807.52		
8,344,573.00		
1,045,000.00		
12,312,883.19	
LIABILITIES & EQUITY										
Liabilities
Current Liabilities
Accrued Expense Sundry	

0.00		

0.00		

0.00		

0.00		

0.00	
Maintenance Projects Reserves	621,000.00		0.00		0.00		0.00		621,000.00	
Accounts Payable	68,838.85		0.00		0.00		0.00		68,838.85	
Total Current Liabilities	689,838.85		0.00		0.00		0.00		689,838.85	
Long Term Liabilities
Special Assessment Debt (2008)	
0.00		
0.00		
0.00		
0.00		
0.00	
Special Assessment Debt (2010)	0.00		0.00		0.00		1,045,000.00		1,045,000.00	
Total Long Term Liabilities	0.00		0.00		0.00		1,045,000.00		1,045,000.00	
Total Liabilities	689,838.85		0.00		0.00		1,045,000.00		1,734,838.85	
Equity										
Retained Earnings	1,135,075.31		240,067.30		-2,949,503.00		0.00		-1,574,360.39	
Net Income	769,588.51		88,740.22		0.00		0.00		858,328.73	
Current Year Depreciation	0.00		0.00		0.00		0.00		0.00	
Investment In Gen Fixed Assets	0.00		0.00		11,294,076.00		0.00		11,294,076.00	
Total Equity	1,904,663.82		328,807.52		8,344,573.00		0.00		10,578,044.34	
TOTAL LIABILITIES & EQUITY	2,594,502.67		328,807.52		8,344,573.00		1,045,000.00		12,312,883.19	

Walnut Creek CDD
Debt Service (Series 2010) Profit & Loss Report March 2023

	

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

Actual Mar-23	Year To Date Actual
10/1/22 - 3/31/23	
Revenues				
Interest Income	25	710	2,956	
NAV Tax Collection	122,214	1,198	115,840	
Bond Prepayments	0	0	0	
Total Revenues	$	122,239	$	1,908	$	118,796	
				
Expenditures				
Principal Payments	50,000	0	0	

Additional Principal Payments	12,819	0	0	
Interest Payments	59,420	0	30,056	
Total Expenditures	$	122,239	$	-	$	30,056	
				
Excess/ (Shortfall)	$	-	$	1,908	$	88,740	

WALNUT CREEK CDD TAX COLLECTIONS 2022 - 2023

#	

ID#	

Payment From	

DATE	

FOR	

Tax Collect Receipts Gross	

Interest Received	

Commission Paid	

Discount	

Net From Tax Collector	
Admin Assessment Income (Before Discounts & Fees)	
Maintenance Assessment Income (Before Discounts & Fees)	Series 2010 Debt Assessment Income (Before Discounts & Fees)	
Admin Assessment Income (After Discounts & Fees)	
Maintenance Assessment Income (After Discounts & Fees)	Series 2010 Debt Assessment Income (After Discounts & Fees)	

Series 2010 Debt Assessment Paid to Trustee	
									$1,409,014	$178,871	$1,100,128	$130,015	$178,871	$1,100,128	$130,015		
									$1,324,473	$168,139	$1,034,120	$122,214	$168,139	$1,034,120	$122,214	$122,214	
1	1	Broward Cty Tax Collector	11/25/22	NAV Taxes	$	190,652.40		$  (3,658.20)	$  (7,742.28)	$  179,251.92	$  24,193.75	$ 148,861.40	$  17,597.25	$  22,746.97	$  139,959.95	$ 16,545.00	$ 16,545.00	
2	2	Broward Cty Tax Collector	12/12/22	NAV Taxes	$	985,791.56		$ (18,927.20)	$ (39,432.16)	$  927,432.20	$ 125,096.91	$ 769,706.05	$  90,988.60	$ 117,691.00	$  724,139.10	$ 85,602.10	$ 85,602.10	
3	3	Broward Cty Tax Collector	12/19/22	NAV Taxes	$	90,580.82		$  (1,741.82)	$  (3,489.20)	$	85,349.80	$  11,494.67	$  70,725.50	$  8,360.65	$  10,830.80	$	66,641.15	$  7,877.85	$  7,877.85	
4	4	Broward Cty Tax Collector	12/28/22	NAV Taxes	$	19,334.43		$	(374.46)	$	(611.54)	$	18,348.43	$	2,453.53	$  15,096.30	$	1,784.60	$	2,328.38	$	14,326.45	$  1,693.60	$  1,693.60	
5	5	Broward Cty Tax Collector	01/13/23	NAV Taxes	$	16,587.99		$	(321.50)	$	(513.40)	$	15,753.09	$	2,104.99	$  12,951.90	$	1,531.10	$	1,998.94	$	12,300.05	$  1,454.10	$  1,454.10	
6	Int - 1	Broward Cty Tax Collector	01/26/23	Interest		$	618.79			$	618.79	$	618.79			$	618.79			$	-	
7	6	Broward Cty Tax Collector	02/15/23	NAV Taxes	$	16,548.09		$	(324.96)	$	(299.25)	$	15,923.88	$	2,099.94	$  12,920.75	$	1,527.40	$	2,020.68	$	12,433.35	$  1,469.85	$  1,469.85	
8	7	Broward Cty Tax Collector	03/15/23	NAV Taxes	$	13,400.40		$	(264.87)	$	(157.50)	$	12,978.03	$	1,700.45	$  10,463.05	$	1,236.90	$	1,646.83	$	10,133.25	$  1,197.95	$  1,197.95	
9									$	-							$	-	
10									$	-							$	-	
11									$	-							$	-	
12									$	-							$	-	
13									$	-							$	-	
14									$	-							$	-	
15									$	-								
16									$	-								
17									$	-								
18									$	-								
					
$1,332,895.69	
$	618.79	
$ (25,613.01)	
$ (52,245.33)	
$ 1,255,656.14	
$ 169,763.03	
$ 1,040,724.95	
$ 123,026.50	
$ 159,882.39	
$  979,933.30	
$ 115,840.45	
$ 115,840.45	

22/23 Assessment Roll:	Note: $1,409,014, $178,871, $1,100,128 and $130,015 are 2022/2023 budgeted
$1,409,023.42	assessments before discounts and fees.
$1,324,473, $168,139, $1,034,120 and $122,214 are 2022/2023 budgeted assessments after discounts and fees.

$  1,332,895.69		
$	618.79	$ 1,255,656.14	
$	(169,763.03)	$  (159,882.39)	
$  (1,040,724.95)	$  (979,933.30)	
$	-	$	-	
$	(123,026.50)	$  (115,840.45)	
$	(0.00)	$	0.00	

Page 30

ASSESSMENT OF GATE SYSTEM FOR WALNUT CREEK

ENGINEER’S CERTIFICATION

I, Juan S. Calderon, certify that I currently hold an active Professional Engineer’s License in the State of Florida and I am competent through education and experience to provide engineering services in the civil and traffic engineering disciplines contained in this report. I further certify that this report was prepared by me, or under my responsible charge, as required by Chapter 61G15-
18. F.A.C. and that all statements, conclusions and recommendations made herein are true and correct to the best of my knowledge and ability.	
Project:	Walnut Creek	
Location:	Broward County, Florida	

Client:	Walnut Creek Community Development District 2501A Burns Road
Palm Beach Gardens, FL 33410	

Report Prepared by:	CALTRAN Engineering Group, Inc. 790 NW 107th Avenue Suite 200
Miami, FL 33172	
I acknowledge that the procedures and references used to develop the results contained in this report are standards to the professional practice of transportation engineering as applied through professional judgement and experience.	

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY

ON THE DATE ADJACENT TO THE SEAL

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

CALTRAN ENGINEERING GROUP 790 NW 107 AVENUE, Suite 200
MIAMI, FL 33172
CERTIFICATE OF AUTHORIZATION 29379 JUAN S. CALDERON, P.E. NO. 58569	

ASSESSMENT OF GATE SYSTEM FOR WALNUT CREEK

Walnut Creek Gate Analysis

PREPARED FOR:

Walnut Creek Community Development District 2501A Burns Road
Palm Beach Gardens, FL 33410

PREPARED BY:

CALTRAN ENGINEERING GROUP 790 NW 107 AVENUE, SUITE 200
MIAMI, FL 33172

MARCH 2023

ASSESSMENT OF GATE SYSTEM FOR WALNUT CREEK

TABLE OF CONTENTS

Introduction	4
Background	5
Assessment Of Existing Conditions	6
Roadway Segments	6
Traffic Data Collection	6
Analysis Of Gate Service Rates	8
Future Condition Queue Analysis	9
Future Condition Queue Analysis (Simtraffic)	9
Future Queue Analysis (Ite Methodology)	10
Conclusion And Recomendations	12
LIST OF TABLES
Table 1: Gates Processing Rates	8
Table 2: Summary of Simtraffic11 Results with & without Gate Trap	9
TABLE OF FIGURES
Figure 1: Project Location Map	4
Figure 2: Peak Hour Turning Movement Counts Traffic Volumes	7
APPENDICES
Appendix A. Data Collection
Appendix B. Simtraffic11/Synchro Simulation Reports

ASSESSMENT OF GATE SYSTEM FOR WALNUT CREEK

INTRODUCTION

CALTRAN Engineering Group, Inc. was retained by Walnut Creek Community Development District to provide a comprehensive assessment to identify needs, and to develop recommendations for an entrance gate system for Walnut Creek located in Broward County, Florida. The community existing gate location is shown in Figure 1.

This gate traffic study documents data collection, traffic engineering analysis, development of conclusions, and recommendations pertaining to the installation of a gate trap access system as required by Broward County. This study also evaluates and considers typical criteria documented as part of procedures for traffic flow modification(s) and street closure(s), as well as gates access control and traffic calming controls for public and private roads considering emergency vehicles response criteria for gates.

Figure 1: Project Location Map

ASSESSMENT OF GATE SYSTEM FOR WALNUT CREEK

BACKGROUND
Walnut Creek is a restricted-access gated community consisting of 895 single family homes and townhouses located at 1800 NW 76th Avenue, Pembroke Pines, FL 33025. The association of the mentioned community is looking to improve safety access to the development by incorporating a gate trap at the main gate house entrance along NW 76th Avenue.

This study aims to assess the needs to address access and security of the community by providing an operational assessment of a new access system adding another gate arm to create a gate trap that restricts access into the property along the visitors and residents from vehicles “tail-gating”.

ASSESSMENT OF GATE SYSTEM FOR WALNUT CREEK

ASSESSMENT OF EXISTING CONDITIONS
The assessment of the existing conditions includes an evaluation of the main community access roadway geometry, traffic data collection, existing traffic operations characteristics and main intersection level of service.

Roadway Segments

Taft Street:

Typical section characteristics are as follows:

Posted Speed Limit: 35 mph
Lane Width: Two 12-feet wide lanes in each direction with auxiliary lanes
Median: Two-Way Left-Turn Lanes
Outside Shoulder: 2-feet Curb and Gutter, followed by a concrete sidewalk on the north and south side.

NW 76th Avenue Driveway to Walnut Creek Community:

Typical section characteristics are as follows:

Posted Speed Limit: 25 mph
Lane Width: Two 11-feet wide lanes in each direction with auxiliary lanes
Median: 6-foot to 50-foot-wide raised median with vegetation
Outside Shoulders: 2-feet Curb and Gutter, followed by sidewalks on the east and west.

Traffic Data Collection

Traffic Data was collected at the main access point of the community on a typical weekday on Thursday February 16th, 2023. The data collection includes the following:

Vehicular movements at Walnut Creek’s community main driveway along NW 76th Avenue. The 6-hour traffic data was collected during the AM peak (6:00 AM to 10:00 AM), and PM peak (3:00 PM to 7:00 PM).
Turning movement counts at the intersection of Taft Street with NW 76th Avenue

Figure 2 shows the peak hour volumes at NW 76th Avenue main entrance of Walnut Creek as well as the intersection of Taft Street and NW 76th Avenue.
Refer to Appendix A for the complete data collection reports.

ASSESSMENT OF GATE SYSTEM FOR WALNUT CREEK

       

       

       

       

   F 

T  S 

      	

	          

N     A 

Figure 2: Peak Hour Turning Movement Counts Traffic Volumes

ASSESSMENT OF GATE SYSTEM FOR WALNUT CREEK

ANALYSIS OF GATE SERVICE RATES
Based on the gate requirements of the community, trapped gate systems was reviewed as a “Surrogate site”. The existing gated communities examined with similar characteristics as the proposed gate trap for Walnut Creek in Miami-Dade County. The main features and gate operations of the gate systems are described as follows.

Typical Community Gate System
Palm Gardens at Doral in Miami-Dade County was selected as a surrogate gated community. The gate system is a typical Bar Code Card control access system including main components of electronic access such as barcode card, bar code card reader, magnetic physical barrier and access operator.
The community of Palm Gardens at Doral presents an extra arm gate prior to the iron gates which will be used as a reference for the proposed gate trap system. Table 1 below shows collected process rates at the gates visitor entrances.

Table 1: Gates Processing Rates

Typical Gate	
Palm Gardens Average Service Time	
Palm Gardens Service Rate	Walnut Creek Existing
Average Service Time	
Walnut Creek Service Rate	
Visitor	57.3 sec	63 vph	25.4 sec	141 vph	

Based on the surrogate gate information a conservative average service time of 60 seconds (Service Rate 60 vph) for visitors under gate trap conditions was selected in order to evaluate processing as part of the trap system by using the latest SYNCHRO 11, SimTraffic model, and Queue Analysis under the Institute of Transportation and Land Development formulation methodologies (ITE).

ASSESSMENT OF GATE SYSTEM FOR WALNUT CREEK

FUTURE CONDITION QUEUE ANALYSIS
Future Condition Queue Analysis (SimTraffic)

In order to determine the future conditions stacking length accumulation upon the implementation of a gate trap under the existing traffic demands while considering the proposed new processing rates of visitors and residents, a queuing analysis was performed. This analysis encompassed comparing the results obtained from a traffic software simulation using the latest SYNCHRO 11 and SimTraffic model under both scenarios.

During field data collection , the PM peak hour presented the highest peak volumes for entering vehicles. This peak hour presented a total of 60 vehicles entering the property using the visitors’ lane.

As a result, the queue’ analysis shows that the overall 95th percentile queue length is expected to reach 209 feet long, which is less than the available storage distance of 400 feet measured from the intersection on Taft Street to the gate arms.

Table 2 below shows a summary of the Simtraffic11 simulation results. The complete reports of the simulations are shown in Appendix B.

Table 2: Summary of Simtraffic11 Results with & without Gate Trap

Smart Gate	
Average Service Time	
Entry Traffic Volume	Accumulated 95th Percentile Queue from Synchro Simulation	
Visitor without Gate Trap	25.4 sec	60 vehicles	90 feet	
Visitor with Gate Trap	60 sec	60 vehicles	209 feet	

ASSESSMENT OF GATE SYSTEM FOR WALNUT CREEK

Future Queue Analysis (ITE Methodology)

Queue Analysis was also performed under the Institute of Transportation and Land Development formulation methodologies as follows:

M = [

ln 𝑃 (𝑥 > 𝑀) − ln 𝑄𝑚 ln 𝜌

] − 1

Where:

M = 𝑞𝑢𝑒𝑢𝑒 𝑙𝑒𝑛𝑔𝑡ℎ 𝑤ℎ𝑖𝑐ℎ 𝑖𝑠 𝑒𝑥𝑐𝑒𝑒𝑑 𝑝 𝑝𝑒𝑟𝑐𝑒𝑛𝑡 𝑜𝑓 𝑡ℎ𝑒 𝑡𝑖𝑚𝑒
𝑁 = 𝑛𝑢𝑚𝑏𝑒𝑟 𝑜𝑓 𝑠𝑒𝑟𝑣𝑖𝑐𝑒𝑠 𝑐ℎ𝑎𝑛𝑛𝑒𝑙𝑠 (𝑑𝑟𝑖𝑣𝑒 − 𝑖𝑛 𝑝𝑜𝑠𝑖𝑡𝑖𝑜𝑛𝑠)
𝑄 = 𝑠𝑒𝑟𝑣𝑖𝑐𝑒 𝑟𝑎𝑡𝑒 𝑝𝑒𝑟 𝑐ℎ𝑎𝑛𝑛𝑒𝑙 (𝑣𝑒ℎ𝑖𝑐𝑙𝑒 𝑝𝑒𝑟 ℎ𝑜𝑢𝑟)

demand rate
𝜌 = 𝑠𝑒𝑟𝑣𝑖𝑐𝑒 𝑟𝑎𝑡𝑒 =

𝑞
𝑁𝑄 = 𝑢𝑡𝑖𝑙𝑖𝑧𝑎𝑡𝑖𝑜𝑛 𝑓𝑎𝑐𝑡𝑜𝑟

𝑞 = 𝑑𝑒𝑚𝑎𝑛𝑑 𝑟𝑎𝑡𝑒 𝑜𝑛 𝑡ℎ𝑒 𝑠𝑦𝑠𝑡𝑒𝑚 (𝑣𝑒ℎ𝑖𝑐𝑙𝑒 𝑝𝑒𝑟 ℎ𝑜𝑢𝑟)
𝑄𝑚 = 𝑅𝑒𝑙𝑎𝑡𝑖𝑜𝑛𝑠ℎ𝑖𝑝 𝑏𝑒𝑡𝑤𝑒𝑒𝑛 𝑞𝑢𝑒𝑢𝑒 𝑙𝑒𝑛𝑡𝑔ℎ, 𝑛𝑢𝑚𝑏𝑒𝑟 𝑜𝑓 𝑐ℎ𝑎𝑛𝑛𝑒𝑙𝑠 & 𝑢𝑛𝑡𝑖𝑙𝑖𝑧𝑎𝑡𝑖𝑜𝑛 𝑓𝑎𝑐𝑡𝑜𝑟

Single Lane Entrance (Main Gate – Residents)
3600  𝑠 
𝑄 = 			ℎ𝑟  = 180 𝑠𝑒𝑟𝑣𝑖𝑐𝑒𝑠 𝑝𝑒𝑟 ℎ𝑜𝑢𝑟 20 	𝑠	
𝑠𝑒𝑟𝑣𝑖𝑐𝑒
𝑞 = 41 𝑣𝑒ℎ𝑖𝑐𝑙𝑒𝑠 𝑝𝑒𝑟 ℎ𝑜𝑢𝑟
41 𝑣𝑒ℎ/ℎ𝑟

𝜌 =

360 𝑠𝑒𝑣 (1 𝑙𝑎𝑛𝑒) ℎ𝑟

= 0.2277

𝑄𝑚 = 0.2277
𝑀 = [ln 0.05 − ln 0.2277] − 1 = 1 𝑣𝑒ℎ𝑖𝑐𝑙𝑒 𝑜𝑟 25 𝑓𝑡 𝑞𝑢𝑒𝑢𝑒 𝑙𝑒𝑛𝑔𝑡ℎ
ln 0.2277

ASSESSMENT OF GATE SYSTEM FOR WALNUT CREEK

3600  𝑠 

Single Lane Entrance (Main Gate – Visitors)

𝑄 = 			ℎ𝑟  = 45 𝑠𝑒𝑟𝑣𝑖𝑐𝑒𝑠 𝑝𝑒𝑟 ℎ𝑜𝑢𝑟 80 	𝑠	
𝑠𝑒𝑟𝑣𝑖𝑐𝑒
𝑞 = 25 𝑣𝑒ℎ𝑖𝑐𝑙𝑒𝑠 𝑝𝑒𝑟 ℎ𝑜𝑢𝑟
25 𝑣𝑒ℎ/ℎ𝑟

𝜌 =

45 𝑠𝑒𝑣 (1 𝑙𝑎𝑛𝑒) ℎ𝑟

= 0.555

𝑄𝑚 = 0.555
𝑀 = [ln 0.05 − ln 0.555] − 1 = 3 𝑣𝑒ℎ𝑖𝑐𝑙𝑒𝑠 𝑜𝑟 75 𝑓𝑡 𝑞𝑢𝑒𝑢𝑒 𝑙𝑒𝑛𝑔𝑡ℎ
ln 0.555

ASSESSMENT OF GATE SYSTEM FOR WALNUT CREEK

CONCLUSION AND RECOMENDATIONS
Based on the gate trap operation analysis performed during the development of this report, the following conclusions and recommendations were determined:

Current data collection at gate system shows a total of 60 vehicles (60 Visitors) ingress through the main community access along NW 76th Avenue.

The queue analysis for the future conditions indicates that by including a gate trap the existing storage available (400 feet) will be able to contain the 95th percentile (209 feet) stacking length expected upon implementation.

As a result, based on the expected future operations of the community entrance and the future proposed conditions, it is concluded that implementing the new traffic gate trap system for Walnut Creek in Broward County will not adversely affect traffic conditions along adjacent roadways.

ASSESSMENT OF GATE SYSTEM FOR WALNUT CREEK

Appendix A
Data Collection

Taft Street at NW 76th Avenue

File Name : TMC-1 Taft Street at NW 76th Avenue Site Code : 00000000
Start Date : 2/16/2023 Page No	: 1

Groups Printed- Vehicle - Trucks
	NW 76th Avenue Southbound	NW 76th Avenue Northbound	Taft Street Westbound	Taft Street Eastbound		
Start Time	U-Turns	Left	Thru	Right	App. Total	U-Turns	Left	Thru	Right	App. Total	U-Turns	Left	Thru	Right	App. Total	U-Turns	Left	Thru	Right	App. Total	Int. Total	
06:00 AM	0	7	1	7	15	0	1	2	5	8	0	1	52	2	55	0	0	41	1	42	120	
06:15 AM	3	11	1	13	28	0	6	1	5	12	0	1	55	5	61	0	8	76	3	87	188	
06:30 AM	0	6	2	6	14	0	7	1	8	16	0	0	56	3	59	0	1	79	1	81	170	
06:45 AM	3	14	2	14	33	0	12	2	5	19	0	1	108	4	113	0	5	115	1	121	286	
Total	6	38	6	40	90	0	26	6	23	55	0	3	271	14	288	0	14	311	6	331	764	

07:00 AM	2	14	7	26	49	0	12	2	14	28	0	3	99	4	106	0	7	122	4	133	316	
07:15 AM	0	22	8	27	57	0	21	0	11	32	0	9	154	8	171	0	9	174	5	188	448	
07:30 AM	4	16	14	30	64	0	20	1	17	38	0	7	192	12	211	0	7	295	11	313	626	
07:45 AM	0	8	5	19	32	0	21	2	13	36	0	8	192	9	209	1	9	274	7	291	568	
Total	6	60	34	102	202	0	74	5	55	134	0	27	637	33	697	1	32	865	27	925	1958	

08:00 AM	0	8	2	19	29	0	14	3	15	32	1	8	160	9	178	0	11	181	17	209	448	
08:15 AM	1	11	3	27	42	0	7	4	11	22	0	9	156	17	182	0	16	215	11	242	488	
08:30 AM	1	14	5	17	37	0	12	2	10	24	0	3	131	11	145	0	15	192	8	215	421	
08:45 AM	0	8	4	15	27	0	10	1	11	22	0	4	152	12	168	0	24	233	15	272	489	
Total	2	41	14	78	135	0	43	10	47	100	1	24	599	49	673	0	66	821	51	938	1846	

09:00 AM	0	8	5	20	33	0	7	1	7	15	0	5	107	11	123	0	16	192	11	219	390	
09:15 AM	0	12	4	14	30	0	9	0	8	17	0	6	109	13	128	0	10	132	6	148	323	
09:30 AM	1	7	4	19	31	0	5	2	8	15	0	9	112	8	129	0	15	127	6	148	323	
09:45 AM	2	6	6	16	30	0	2	1	3	6	0	5	94	14	113	0	7	138	6	151	300	
Total	3	33	19	69	124	0	23	4	26	53	0	25	422	46	493	0	48	589	29	666	1336	

*** BREAK ***

03:00 PM	0	15	2	10	27	0	6	2	9	17	0	10	160	19	189	0	21	178	14	213	446	
03:15 PM	0	14	3	14	31	0	6	8	12	26	0	11	151	14	176	0	22	202	7	231	464	
03:30 PM	0	12	2	13	27	0	8	1	9	18	0	9	148	24	181	0	26	168	8	202	428	
03:45 PM	0	10	4	17	31	0	6	3	11	20	0	7	143	14	164	0	22	212	12	246	461	
Total	0	51	11	54	116	0	26	14	41	81	0	37	602	71	710	0	91	760	41	892	1799	

04:00 PM	2	10	2	7	21	0	7	10	9	26	0	8	162	19	189	0	20	237	11	268	504	
04:15 PM	0	5	4	15	24	0	12	8	10	30	0	14	158	20	192	0	21	171	17	209	455	
04:30 PM	1	5	5	21	32	0	8	8	13	29	0	4	148	25	177	0	26	160	11	197	435	
04:45 PM	0	10	4	16	30	0	10	11	8	29	0	12	158	20	190	0	26	173	14	213	462	
Total	3	30	15	59	107	0	37	37	40	114	0	38	626	84	748	0	93	741	53	887	1856	

Taft Street at NW 76th Avenue

Groups Printed- Vehicle - Trucks

File Name : TMC-1 Taft Street at NW 76th Avenue Site Code : 00000000
Start Date : 2/16/2023 Page No	: 2

	NW 76th Avenue Southbound	NW 76th Avenue Northbound	Taft Street Westbound	Taft Street Eastbound		
Start Time	U-Turns	Left	Thru	Right	App. Total	U-Turns	Left	Thru	Right	App. Total	U-Turns	Left	Thru	Right	App. Total	U-Turns	Left	Thru	Right	App. Total	Int. Total	
05:00 PM	0	10	1	19	30	0	10	2	18	30	0	12	192	13	217	0	27	185	21	233	510	
05:15 PM	0	11	2	12	25	0	6	9	11	26	0	20	175	21	216	0	37	187	12	236	503	
05:30 PM	1	14	0	31	46	0	9	4	7	20	0	3	198	21	222	0	22	158	9	189	477	
05:45 PM	1	10	3	15	29	0	13	4	15	32	0	9	177	16	202	0	28	183	17	228	491	
Total	2	45	6	77	130	0	38	19	51	108	0	44	742	71	857	0	114	713	59	886	1981	

06:00 PM	0	16	0	19	35	0	13	2	11	26	0	10	135	20	165	0	29	158	14	201	427	
06:15 PM	0	11	6	16	33	0	7	3	10	20	0	9	163	16	188	0	22	144	11	177	418	
06:30 PM	0	7	3	14	24	0	11	4	8	23	0	8	133	14	155	0	24	147	9	180	382	
06:45 PM	2	4	1	15	22	0	7	6	11	24	0	8	118	19	145	0	26	173	13	212	403	
Total	2	38	10	64	114	0	38	15	40	93	0	35	549	69	653	0	101	622	47	770	1630	

Grand Total	24	336	115	543	1018	0	305	110	323	738	1	233	4448	437	5119	1	559	5422	313	6295	13170	
Apprch %	2.4	33	11.3	53.3		0	41.3	14.9	43.8		0	4.6	86.9	8.5		0	8.9	86.1	5			
Total %	0.2	2.6	0.9	4.1	7.7	0	2.3	0.8	2.5	5.6	0	1.8	33.8	3.3	38.9	0	4.2	41.2	2.4	47.8		
Vehicle	24	327	114	537	1002	0	302	108	312	722	1	225	4362	424	5012	1	549	5327	308	6185	12921	
% Vehicle	100	97.3	99.1	98.9	98.4	0	99	98.2	96.6	97.8	100	96.6	98.1	97	97.9	100	98.2	98.2	98.4	98.3	98.1	
Trucks	0	9	1	6	16	0	3	2	11	16	0	8	86	13	107	0	10	95	5	110	249	
% Trucks	0	2.7	0.9	1.1	1.6	0	1	1.8	3.4	2.2	0	3.4	1.9	3	2.1	0	1.8	1.8	1.6	1.7	1.9	

Taft Street In 5012
107
5119

Out 5990
115
6105

Total 11002
222
11224

424
13
437
Right

4362
86
4448
Thru

226
8
234
Left

Taft Street In 6185
110
6295

Out 5201
95
5296

Total 11386
205
11591

308
5
313
Right

5327
95
5422
Thru

550
10
560
Left

Taft Street at NW 76th Avenue

File Name : TMC-1 Taft Street at NW 76th Avenue Site Code : 00000000

North

2/16/2023 06:00 AM
2/16/2023 06:45 PM

Vehicle Trucks

Start Date : 2/16/2023 Page No	: 3

NW
Out	76th Avenue
In	Total	
1082		1002		2084	
25		16		41	
1107		1018		2125	

537	114	351	
6	1	9	
543	115	360	
Right	Thru	Left	

Left	Thru	Right	
302	108	312	
3	2	11	
305	110	323	

648		722		1370	
14		16		30	
662
Out
NW	738	1400
In	Total 76th Avenue	

Taft Street at NW 76th Avenue

File Name : TMC-1 Taft Street at NW 76th Avenue Site Code : 00000000
Start Date : 2/16/2023 Page No	: 4

	NW 76th Avenue Southbound	NW 76th Avenue Northbound	Taft Street Westbound	Taft Street Eastbound		
Start Time	U-Turns	Left	Thru	Right	App. Total	U-Turns	Left	Thru	Right	App. Total	U-Turns	Left	Thru	Right	App. Total	U-Turns	Left	Thru	Right	App. Total	Int. Total	
Peak Hour Analysis From 06:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM	4	16	14	30	64	0	20	1	17	38	0	7	192	12	211	0	7	295	11	313	626	
07:45 AM	0	8	5	19	32	0	21	2	13	36	0	8	192	9	209	1	9	274	7	291	568	
08:00 AM	0	8	2	19	29	0	14	3	15	32	1	8	160	9	178	0	11	181	17	209	448	
08:15 AM	1	11	3	27	42	0	7	4	11	22	0	9	156	17	182	0	16	215	11	242	488	
Total Volume	5	43	24	95	167	0	62	10	56	128	1	32	700	47	780	1	43	965	46	1055	2130	
% App. Total	3	25.7	14.4	56.9		0	48.4	7.8	43.8		0.1	4.1	89.7	6		0.1	4.1	91.5	4.4			
PHF	.313	.672	.429	.792	.652	.000	.738	.625	.824	.842	.250	.889	.911	.691	.924	.250	.672	.818	.676	.843	.851	
Vehicle	5	42	24	94	165	0	62	10	55	127	1	30	678	44	753	1	41	948	46	1036	2081	
% Vehicle	100	97.7	100	98.9	98.8	0	100	100	98.2	99.2	100	93.8	96.9	93.6	96.5	100	95.3	98.2	100	98.2	97.7	
Trucks	0	1	0	1	2	0	0	0	1	1	0	2	22	3	27	0	2	17	0	19	49	
% Trucks	0	2.3	0	1.1	1.2	0	0	0	1.8	0.8	0	6.3	3.1	6.4	3.5	0	4.7	1.8	0	1.8	2.3	

Taft Street In 753
27
780

Out 1050
19
1069

Total 1803
46
1849

44
3
47
Right

678
22
700
Thru

31
2
33
Left

Taft Street In 1036
19
1055

Out 834
23
857

Total 1870
42
1912

46
0
46
Right

948
17
965
Thru

42
2
44
Left

Taft Street at NW 76th Avenue

File Name : TMC-1 Taft Street at NW 76th Avenue Site Code : 00000000

Peak Hour Data

North

Peak Hour Begins at 07:30 AM

Vehicle Trucks

Start Date : 2/16/2023 Page No	: 5

NW
Out	76th Avenue
In	Total	
96		165		261	
5		2		7	
101		167		268	

94	24	47	
1	0	1	
95	24	48	
Right	Thru	Left	

Left	Thru	Right	
62	10	55	
0	0	1	
62	10	56	

101		127		228	
2		1		3	
103
Out
NW	128	231
In	Total 76th Avenue	

Taft Street at NW 76th Avenue

File Name : TMC-1 Taft Street at NW 76th Avenue Site Code : 00000000
Start Date : 2/16/2023 Page No	: 6

	NW 76th Avenue Southbound	NW 76th Avenue Northbound	Taft Street Westbound	Taft Street Eastbound		
Start Time	U-Turns	Left	Thru	Right	App. Total	U-Turns	Left	Thru	Right	App. Total	U-Turns	Left	Thru	Right	App. Total	U-Turns	Left	Thru	Right	App. Total	Int. Total	
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM	0	10	1	19	30	0	10	2	18	30	0	12	192	13	217	0	27	185	21	233	510	
05:15 PM	0	11	2	12	25	0	6	9	11	26	0	20	175	21	216	0	37	187	12	236	503	
05:30 PM	1	14	0	31	46	0	9	4	7	20	0	3	198	21	222	0	22	158	9	189	477	
05:45 PM	1	10	3	15	29	0	13	4	15	32	0	9	177	16	202	0	28	183	17	228	491	
Total Volume	2	45	6	77	130	0	38	19	51	108	0	44	742	71	857	0	114	713	59	886	1981	
% App. Total	1.5	34.6	4.6	59.2		0	35.2	17.6	47.2		0	5.1	86.6	8.3		0	12.9	80.5	6.7			
PHF	.500	.804	.500	.621	.707	.000	.731	.528	.708	.844	.000	.550	.937	.845	.965	.000	.770	.953	.702	.939	.971	
Vehicle	2	44	6	77	129	0	38	19	48	105	0	43	736	70	849	0	114	702	58	874	1957	
% Vehicle	100	97.8	100	100	99.2	0	100	100	94.1	97.2	0	97.7	99.2	98.6	99.1	0	100	98.5	98.3	98.6	98.8	
Trucks	0	1	0	0	1	0	0	0	3	3	0	1	6	1	8	0	0	11	1	12	24	
% Trucks	0	2.2	0	0	0.8	0	0	0	5.9	2.8	0	2.3	0.8	1.4	0.9	0	0	1.5	1.7	1.4	1.2	

Taft Street In 849
8
857

Out 796
15
811

Total 1645
23
1668

70
1
71
Right

736
6
742
Thru

43
1
44
Left

Taft Street In 874
12
886

Out 851
6
857

Total 1725
18
1743

58
1
59
Right

702
11
713
Thru

114
0
114
Left

Taft Street at NW 76th Avenue

File Name : TMC-1 Taft Street at NW 76th Avenue Site Code : 00000000

Peak Hour Data

North

Peak Hour Begins at 05:00 PM

Vehicle Trucks

Start Date : 2/16/2023 Page No	: 7

NW
Out	76th Avenue
In	Total	
203		129		332	
1		1		2	
204		130		334	

77	6	46	
0	0	1	
77	6	47	
Right	Thru	Left	

Left	Thru	Right	
38	19	48	
0	0	3	
38	19	51	

107		105		212	
2		3		5	
109
Out
NW	108	217
In	Total 76th Avenue	

File Name: Walnut Creek (Gate Entrance) Start Date: 2/16/2023
Start Time: 6:00:00 AM
	Walnut Creek (Gate Entrance)	
Start Time	Visitor	Resident	Total	
6:00:00 AM	3	1	4	
6:15:00 AM	5	10	15	
6:30:00 AM	1	3	4	
6:45:00 AM	7	4	11	
7:00:00 AM	7	6	13	
7:15:00 AM	14	3	17	
7:30:00 AM	7	14	21	
7:45:00 AM	13	8	21	
8:00:00 AM	13	9	22	
8:15:00 AM	18	20	38	
8:30:00 AM	11	16	27	
8:45:00 AM	16	22	38	
9:00:00 AM	16	12	28	
9:15:00 AM	11	13	24	
9:30:00 AM	15	11	26	
9:45:00 AM	15	7	22	
10:00:00 AM	0	0	0	
10:15:00 AM	0	0	0	
10:30:00 AM	0	0	0	
10:45:00 AM	0	0	0	
11:00:00 AM	0	0	0	
11:15:00 AM	0	0	0	
11:30:00 AM	0	0	0	
11:45:00 AM	0	0	0	
12:00:00 PM	0	0	0	
12:15:00 PM	0	0	0	
12:30:00 PM	0	0	0	
12:45:00 PM	0	0	0	
1:00:00 PM	0	0	0	
1:15:00 PM	0	0	0	
1:30:00 PM	0	0	0	
1:45:00 PM	0	0	0	
2:00:00 PM	0	0	0	
2:15:00 PM	0	0	0	
2:30:00 PM	0	0	0	
2:45:00 PM	0	0	0	
3:00:00 PM	19	23	42	
3:15:00 PM	19	25	44	
3:30:00 PM	19	32	51	
3:45:00 PM	16	23	39	
4:00:00 PM	19	31	50	
4:15:00 PM	16	32	48	
4:30:00 PM	24	35	59	
4:45:00 PM	23	32	55	
5:00:00 PM	20	25	45	
5:15:00 PM	25	41	66	
5:30:00 PM	15	33	48	
5:45:00 PM	22	27	49	
6:00:00 PM	23	29	52	
6:15:00 PM	19	23	42	
6:30:00 PM	15	26	41	
6:45:00 PM	17	35	52	

Walnut Creek Visitor Entrance Service Time 8:15am - 9:15am

File Name : Service Time Walnut Creek Visitor Entrance 8_15am-9_15am Site Code : 00000000
Start Date : 2/16/2023 Page No	: 1

L
n.	No.	Joined Queue	Released From Queue	Delay	
1	1	8:14:01 AM	8:15:31 AM	90	
1	2	8:15:38 AM	8:15:41 AM	3	
1	3	8:15:45 AM	8:15:50 AM	5	
1	4	8:16:17 AM	8:16:19 AM	2	
1	5	8:16:58 AM	8:17:01 AM	3	
1	6	8:18:20 AM	8:18:28 AM	8	
1	7	8:19:04 AM	8:19:06 AM	2	
1	8	8:20:11 AM	8:20:18 AM	7	
1	9	8:20:34 AM	8:20:37 AM	3	
1	10	8:21:02 AM	8:21:05 AM	3	
1	11	8:21:12 AM	8:21:42 AM	30	
1	12	8:21:51 AM	8:21:55 AM	4	
1	13	8:22:53 AM	8:23:04 AM	11	
1	14	8:23:20 AM	8:23:28 AM	8	
1	15	8:23:36 AM	8:24:08 AM	32	
1	16	8:28:23 AM	8:28:27 AM	4	
1	17	8:28:34 AM	8:28:44 AM	10	
1	18	8:30:53 AM	8:31:21 AM	28	
1	19	8:31:31 AM	8:31:51 AM	20	
1	20	8:31:58 AM	8:32:03 AM	5	
1	21	8:33:16 AM	8:33:20 AM	4	
1	22	8:36:01 AM	8:36:14 AM	13	
1	23	8:37:13 AM	8:37:15 AM	2	
1	24	8:37:38 AM	8:37:48 AM	10	
1	25	8:39:42 AM	8:40:08 AM	26	
1	26	8:40:27 AM	8:40:32 AM	5	
1	27	8:41:40 AM	8:42:12 AM	32	
1	28	8:42:20 AM	8:42:45 AM	25	
1	29	8:44:04 AM	8:44:07 AM	3	
1	30	8:45:49 AM	8:47:15 AM	86	
1	31	8:47:22 AM	8:47:26 AM	4	
1	32	8:47:34 AM	8:48:38 AM	64	
1	33	8:48:46 AM	8:48:50 AM	4	
1	34	8:49:48 AM	8:49:50 AM	2	
1	35	8:49:58 AM	8:51:03 AM	65	
1	36	8:51:13 AM	8:52:19 AM	66	
1	37	8:52:29 AM	8:52:40 AM	11	
1	38	8:52:45 AM	8:52:47 AM	2	
1	39	8:52:51 AM	8:52:53 AM	2	
1	40	8:57:16 AM	8:57:20 AM	4	
1	41	8:57:32 AM	8:57:35 AM	3	
1	42	8:57:38 AM	8:57:42 AM	4	
1	43	8:58:06 AM	8:58:09 AM	3	
1	44	8:58:29 AM	8:58:33 AM	4	
1	45	8:58:38 AM	8:58:55 AM	17	
1	46	8:59:47 AM	8:59:53 AM	6	
1	47	9:00:23 AM	9:00:28 AM	5	
1	48	9:00:41 AM	9:00:53 AM	12	
1	49	9:01:10 AM	9:01:32 AM	22	
1	50	9:01:54 AM	9:02:20 AM	26	
1	51	9:02:25 AM	9:02:30 AM	5	
1	52	9:02:41 AM	9:02:46 AM	5	
1	53	9:03:11 AM	9:03:13 AM	2	
1	54	9:07:19 AM	9:07:22 AM	3	
1	55	9:07:36 AM	9:07:47 AM	11	
1	56	9:08:47 AM	9:08:51 AM	4	
1	57	9:09:36 AM	9:10:16 AM	40	

Walnut Creek Visitor Entrance Service Time 8:15am - 9:15am

File Name : Service Time Walnut Creek Visitor Entrance 8_15am-9_15am Site Code : 00000000
Start Date : 2/16/2023 Page No	: 2

L
n.	No.	Joined Queue	Released From Queue	Delay	
1	58	9:10:22 AM	9:11:03 AM	41	
1	59	9:12:21 AM	9:12:44 AM	23	
1	60	9:13:07 AM	9:13:44 AM	37	

Summary Information:
8:14:00 AM - 9:14:00 AM	Lane 1	
Total Vehicle Count:	60	
Delayed Vehicle Count:	60	
Through Vehicle Count:	0	
Average Stopped Time:	16.35	
Maximum Stopped Time:	90	
Min. Secs. for Delay:	0	
Average Queue:	0.27	
Queue Density:	1.00	
Maximum Queue:	1	
Delay in Vehicle Hour:	0.27	
Total Delay:	981	

Walnut Creek Visitor Entrance Service Time 4:30pm - 5:30pm

File Name : Service Time Walnut Creek Visitor Entrance 4_30pm-5_30pm Site Code : 00000000
Start Date : 2/16/2023 Page No	: 1

L
n.	No.	Joined Queue	Released From Queue	Delay	
1	1	4:30:00 PM	4:30:05 PM	5	
1	2	4:30:10 PM	4:30:12 PM	2	
1	3	4:30:17 PM	4:31:05 PM	48	
1	4	4:31:17 PM	4:31:51 PM	34	
1	5	4:32:00 PM	4:32:02 PM	2	
1	6	4:32:06 PM	4:32:09 PM	3	
1	7	4:32:17 PM	4:32:19 PM	2	
1	8	4:32:23 PM	4:32:30 PM	7	
1	9	4:32:35 PM	4:33:27 PM	52	
1	10	4:33:40 PM	4:33:44 PM	4	
1	11	4:34:31 PM	4:34:38 PM	7	
1	12	4:35:48 PM	4:35:49 PM	1	
1	13	4:35:54 PM	4:35:55 PM	1	
1	14	4:36:02 PM	4:36:02 PM	0	
1	15	4:37:52 PM	4:39:23 PM	91	
1	16	4:39:32 PM	4:39:34 PM	2	
1	17	4:40:35 PM	4:41:07 PM	32	
1	18	4:41:14 PM	4:42:09 PM	55	
1	19	4:42:15 PM	4:43:06 PM	51	
1	20	4:43:11 PM	4:43:24 PM	13	
1	21	4:43:28 PM	4:43:49 PM	21	
1	22	4:43:57 PM	4:44:04 PM	7	
1	23	4:44:11 PM	4:44:59 PM	48	
1	24	4:45:09 PM	4:45:45 PM	36	
1	25	4:45:55 PM	4:46:02 PM	7	
1	26	4:46:08 PM	4:46:10 PM	2	
1	27	4:46:16 PM	4:46:19 PM	3	
1	28	4:46:48 PM	4:46:50 PM	2	
1	29	4:47:15 PM	4:48:49 PM	94	
1	30	4:50:08 PM	4:50:12 PM	4	
1	31	4:51:14 PM	4:51:37 PM	23	
1	32	4:54:14 PM	4:55:13 PM	59	
1	33	4:55:21 PM	4:55:57 PM	36	
1	34	4:56:03 PM	4:56:05 PM	2	
1	35	4:56:46 PM	4:57:03 PM	17	
1	36	4:57:29 PM	5:01:05 PM	216	
1	37	5:01:10 PM	5:01:53 PM	43	
1	38	5:02:00 PM	5:02:49 PM	49	
1	39	5:02:53 PM	5:02:57 PM	4	
1	40	5:03:02 PM	5:03:29 PM	27	
1	41	5:03:37 PM	5:04:32 PM	55	
1	42	5:04:36 PM	5:05:18 PM	42	
1	43	5:05:24 PM	5:05:27 PM	3	
1	44	5:05:33 PM	5:06:25 PM	52	
1	45	5:06:31 PM	5:07:58 PM	87	
1	46	5:08:03 PM	5:08:06 PM	3	
1	47	5:08:12 PM	5:08:30 PM	18	
1	48	5:08:38 PM	5:08:43 PM	5	
1	49	5:08:49 PM	5:09:22 PM	33	
1	50	5:09:31 PM	5:09:32 PM	1	
1	51	5:09:37 PM	5:09:39 PM	2	
1	52	5:09:45 PM	5:09:48 PM	3	
1	53	5:09:53 PM	5:09:56 PM	3	
1	54	5:10:02 PM	5:10:03 PM	1	
1	55	5:10:09 PM	5:11:18 PM	69	
1	56	5:12:51 PM	5:13:42 PM	51	
1	57	5:15:34 PM	5:18:00 PM	146	

Walnut Creek Visitor Entrance Service Time 4:30pm - 5:30pm

File Name : Service Time Walnut Creek Visitor Entrance 4_30pm-5_30pm Site Code : 00000000
Start Date : 2/16/2023 Page No	: 2

L
n.	No.	Joined Queue	Released From Queue	Delay	
1	58	5:18:04 PM	5:18:06 PM	2	
1	59	5:18:20 PM	5:19:47 PM	87	
1	60	5:19:54 PM	5:19:57 PM	3	
1	61	5:20:04 PM	5:20:10 PM	6	
1	62	5:20:16 PM	5:20:23 PM	7	
1	63	5:20:39 PM	5:20:54 PM	15	
1	64	5:21:12 PM	5:21:47 PM	35	
1	65	5:21:55 PM	5:21:59 PM	4	
1	66	5:22:16 PM	5:22:21 PM	5	
1	67	5:22:36 PM	5:22:41 PM	5	
1	68	5:23:10 PM	5:23:16 PM	6	
1	69	5:23:22 PM	5:23:32 PM	10	
1	70	5:23:34 PM	5:24:41 PM	67	
1	71	5:24:51 PM	5:24:54 PM	3	
1	72	5:25:44 PM	5:25:48 PM	4	
1	73	5:26:25 PM	5:27:21 PM	56	
1	74	5:27:27 PM	5:27:33 PM	6	
1	75	5:27:40 PM	5:28:12 PM	32	
1	76	5:28:20 PM	5:28:24 PM	4	
1	77	5:28:31 PM	5:28:32 PM	1	
1	78	5:28:37 PM	5:28:41 PM	4	
1	79	5:28:47 PM	5:28:49 PM	2	
1	80	5:28:57 PM	5:29:02 PM	5	
1	81	5:29:07 PM	5:29:09 PM	2	

Summary Information:
4:30:00 PM - 5:30:00 PM	Lane 1	
Total Vehicle Count:	81	
Delayed Vehicle Count:	81	
Through Vehicle Count:	0	
Average Stopped Time:	25.40	
Maximum Stopped Time:	216	
Min. Secs. for Delay:	0	
Average Queue:	0.58	
Queue Density:	1.00	
Maximum Queue:	1	
Delay in Vehicle Hour:	0.58	
Total Delay:	2057	

ASSESSMENT OF GATE SYSTEM FOR WALNUT CREEK

Appendix B Simtraffic11/Synchro Simulation Reports

C A L T R A N  E n g i n e e r i n g  G r o u p	P a g e | 14

Queuing and Blocking Report
Baseline	03/27/2023
Intersection: 3: Visitors

Movement	NB

Directions Served	T

Maximum Queue (ft)	141

95th Queue (ft)	90

Average Queue (ft)	41

Upstream Blk Time (%)

Link Distance (ft)	391

Storage Bay Dist (ft)

Queuing Penalty (veh)

Queuing Penalty (veh)

Storage Blk Time (%)
Intersection: 7: Residents

Movement	NB

Maximum Queue (ft)	53

Directions Served	T

95th Queue (ft)	49

Average Queue (ft)	25

Upstream Blk Time (%)

Link Distance (ft)	419

Storage Bay Dist (ft)

Queuing Penalty (veh)

Queuing Penalty (veh)

Storage Blk Time (%)
Network Summary

Network wide Queuing Penalty: 0

Queuing and Blocking Report
Baseline	03/28/2023
Intersection: 3: Visitors

Movement	NB

Directions Served	T

Maximum Queue (ft)	252

95th Queue (ft)	209

Average Queue (ft)	98

Upstream Blk Time (%)

Link Distance (ft)	391

Storage Bay Dist (ft)

Queuing Penalty (veh)

Queuing Penalty (veh)

Storage Blk Time (%)
Intersection: 7: Residents

Movement	NB

Maximum Queue (ft)	53

Directions Served	T

95th Queue (ft)	48

Average Queue (ft)	24

Upstream Blk Time (%)

Link Distance (ft)	419

Storage Bay Dist (ft)

Queuing Penalty (veh)

Queuing Penalty (veh)

Storage Blk Time (%)
Network Summary

Network wide Queuing Penalty: 0

Timings
3: Visitors	03/29/2023

 	

Lane Configurations

Traffic Volume (vph)	60

Lane Group	NBT	Ø3

Turn Type	NA

Future Volume (vph)	60

Permitted Phases

Protected Phases	2	3

Switch Phase

Detector Phase	2
Minimum Initial (s)	1.0	5.0

Minimum Split (s)	12.0	9.5

Total Split (%)	41.4%	59%

Total Split (s)	12.0	17.0
Yellow Time (s)	6.0	3.5

All-Red Time (s)	5.0	1.0

Total Lost Time (s)	11.0

Lost Time Adjust (s)	0.0

Lead-Lag Optimize?

Lead/Lag
Recall Mode	Max	Max

Act Effct Green (s)	1.0

v/c Ratio	1.02

Actuated g/C Ratio	0.03

Queue Delay	0.0

Control Delay	148.5

LOS	F

Total Delay	148.5

Approach LOS	F

Approach Delay	148.5

Intersection Summary

Cycle Length: 29

Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green

Actuated Cycle Length: 29

Control Type: Pretimed

Natural Cycle: 40

Intersection Signal Delay: 148.5	Intersection LOS: F

Maximum v/c Ratio: 1.02
Intersection Capacity Utilization 12.5%	ICU Level of Service A

Timings
3: Visitors	03/29/2023

 	

Lane Configurations

Traffic Volume (vph)	60

Lane Group	NBT	Ø3

Turn Type	NA

Future Volume (vph)	60

Permitted Phases

Protected Phases	2	3

Switch Phase

Detector Phase	2
Minimum Initial (s)	1.0	5.0

Minimum Split (s)	12.0	9.5

Total Split (%)	21.7%	78%

Total Split (s)	13.0	47.0
Yellow Time (s)	6.0	3.5

All-Red Time (s)	5.0	1.0

Total Lost Time (s)	11.0

Lost Time Adjust (s)	0.0

Lead-Lag Optimize?

Lead/Lag
Recall Mode	Max	Max

Act Effct Green (s)	2.0

v/c Ratio	1.05

Actuated g/C Ratio	0.03

Queue Delay	0.0

Control Delay	166.6

LOS	F

Total Delay	166.6

Approach LOS	F

Approach Delay	166.6

Intersection Summary

Cycle Length: 60

Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green

Actuated Cycle Length: 60

Control Type: Pretimed

Natural Cycle: 40

Intersection Signal Delay: 166.6	Intersection LOS: F

Maximum v/c Ratio: 1.05
Intersection Capacity Utilization 12.5%	ICU Level of Service A

CRAIG A. SMITH & ASSOCIATES
Consulting Engineers ● Surveyors ● Construction Managers ● Utility Locators
21045 Commercial Trail, Boca Raton, FL 33486

MEMO

To:	Gloria Perez, District Manager	
From:	Todd Larson	
CC:	Stephen Smith	
Date:	March 27, 2023	
Re:	Walnut Creek, Lake Bank fabric tie down	
	Between March 16, 2023 and March 27, 2023, the reattachment of the floating or loose fabric in the lake banks was inspected. American Shoreline Restoration increased the number of attachments to anchor the fabric along the banks. Instead of using metallic pins to secure the material, the contractor used two 3-foot-long stakes and a wire attached between the stakes. The 3-foot-long stakes were driven into the bank at the top and bottom of the fabric to secure the fabric in place. Reattachment was done around the perimeter of all the Walnut Creek sections of lake bank. No new material was utilized in the tie-down repair.

I have attached a representative series of pictures showing the construction method and resulting attachment of the fabric. The attachment addresses movement of the fabric, but does not address any bank erosion above the fabric or deterioration of any fabric sections due to sun or Iguana damage. I have attached photos of one section that is showing deterioration.

The fabric material is not designed to have continuous sun exposure and should be covered with either some stabilizing rock and/or plantings to provide long term protection and stability of the bank from erosion.

.	

Photo 1: Typical re-attachment of fabric in area of moderate slope. Wire is attached between stakes and an air hammer is used to drive the stakes into the ground near the top and bottom of the exposed fabric.

Photo 2: This photo shows a typical installation along a steeper slope. The stakes with attachment wire are closer together (about 3 feet).

Photo 3: This shows typical completed installation of the attachment. Note the red wires are visible on top of fabric between the stakes that are not clearly visible.

Photo 4: This photo shows section of fabric that is starting to decay due to continuous exposure to the sun. Once the material has been compromised, animals, such as Iguana, can expand these holes to make underground burrows.

CRAIG A. SMITH & ASSOCIATES
Consulting Engineers ● Surveyors ● Construction Managers ● Utility Locators
21045 Commercial Trail, Boca Raton, FL 33486

MEMO

To:	Gloria Perez, District Manager	
From:	Todd Larson	
CC:	Stephen Smith	
Date:	March 30, 2023	
Re:	Walnut Creek - Lake Outfall Pipe Concerns	
	Between March 23, 2023 and March 27, 2023, the visible lake outfall pipes were inspected. Walnut Creek (WCCDD) had received a report from Ronald Galvis, Field Operations Manager with Special District Services, Inc. outlining concerns with pipe failures and silting of additional outfall pipes. To visibly view the outfall pipes, inspections were performed while lake levels were low. CAS inspected the four locations in the report and have included five other locations.

The three areas of concern are:

1. Silt build up in outfall pipes and loss of flow capacity. The system has not been thoroughly cleaned in recent history. Normally a regulatory agency, such as NPDES or a local drainage district - Central Broward Water Control District (CBWCD), requires the entire storm water system to be cleaned and inspected a minimum of once every 5 years. WCCDD has hired contractors to clean out drainage structures on a rotational basis. However, if the storm water pipes are not cleaned the sediment remains. Pipe cleaning and televising of the system was recommended last year during sample inspections and needs to be done as part of the renewal of the CBWCD permit. This would greatly reduce the amount of sediment in the pipes that eventually discharge into the lakes. An additional benefit to a maintenance program is that failures within the system, where large amounts of sand and debris
infiltrate (i.e., damaged pipe, separated pipe joints), can be detected and repaired.	

Deterioration of steel or galvanized pipes. The material of several of the outfall pipes are either galvanized or corrugated steel. These pipes can corrode over time and, at a faster rate, if in close proximity to underground electrical grounding rods. These pipes need to be cleaned and inspected from the lake outfall back to the nearest catch basin. Depending on the findings, the pipes may need to be replaced or lined to prevent collapse.

The extended pipes from the bank to the drop off in the lake. Some of the pipe outfall extensions, designed to prevent silt build up at the outfall have become detached. The pipes need to be reattached and anchored in place to prevent them from being dislodged during strong storms.

Due to the excessive amount of sediment observed during the sample inspections and recent outfall inspections, CAS recommends that the entire storm water system (IE: outfalls, pipes, manholes and inlets) be cleaned, televised and inspected on a rotating basis. If a street sweeping program does not exist, the WCCDD should enact one. Street sweeping would greatly reduce the amount of sediment entering into the drainage system from the roadway.

CAS has inspected approximately 60% of the lake outfall pipes that were visible. CAS recommends the remaining outfalls be inspected by a diver. It is recommended that the outfall extension pipes be anchored to avoid movement during severe weather conditions.

.

Photo 1: Outfall in lake as shown in Special District Services, Inc. report. The outfall is from the storm drainage on NW 19th Drive. Close up detail is shown in photo 2.

Photo 2: This photo shows the deterioration of the outfall pipe off of NW 16th Drive. The steel pipe and coupling to the plastic pipe extension has corroded and will need to be replaced. A contractor will need to inspect/televise the pipe between the break and the nearest storm drain and replace the section of corroded pipe.

Photo 3: This photo shows the outfall pipe within lake off NW 76th Terrace as shown in the Special District Services, Inc. report. Investigation shows that the corrugated plastic pipe has been completely broken and the pipe extending out into the lake is missing. The pipe will need to be replaced and should be anchored to prevent this from recurring.

Photo 4: This photo shows the outfall pipe in lake off NW 76th Terrace. The line is filled with nearly 12 inches of sediment. Last year the storm water system was checked for sediment and recommended to be cleaned and inspected. At the time of those inspections the lake levels were high and most outfalls were not visible.

Photo 5: This photo shows the outfall pipe in lake off NW 20th Street. The pipe has 6 inches of sediment requires cleaning. In addition, the outfall pipe may require extending and sediment may need to be removed from the lake bank surrounding the outfall and the line extended to a deeper location within the lake.

Photo 6: This photo shows the outfall pipe in lake off NW 19th Court. The pipe has 12 inches of sediment buildup. The outfall pipe needs to be cleaned with a pipe extension into the lake and/or lake sediment removal by means of dredging.

Photo 7: This photo shows the outfall pipe in lake off NW 78th Way. The pipe has 12 inches of sediment. The outfall needs to be cleaned, extended into lake and/or lake sediment removal by means of dredging.

Photo 8: This photo shows the outfall pipe in lake off NW 19th Court east of NW 74th Avenue. The pipe is badly corroded and needs to be repaired and/or replaced.

Photo 9: This photo shows the outfall pipe in lake off NW 74th Avenue south of NW 19th Court. The pipe has severe sediment buildup and needs to be cleaned, extended into lake and/or lake sediment removal by means of dredging.

Photo 10: This photo shows the outfall pipe in lake off NW 72nd Way north of NW 18th Court. The outfall pipe has completely corroded away and needs to be replaced. The pipe needs to be cleaned and inspected/televised back to the nearest catch basin in the road to determine the condition of the entire pipe. This pipe may collapse if not repaired.

Area 1:
Lake # 2 (Near NW 19th Dr.) Apparent Pipe Failure.

Area 2:
Lake # 5 (Near NW 76th Ter.) Apparent Pipe Failure.

Area 3:
Lake # 9 (Near NW 76th Ter.)
Line apparently almost full of sediment. To be inspected.

Area 4:
Lake # 5 (Near NW 20th St.)
Pipe to be inspected (Lots of sediment around it, but it is not visible if it is full of it).

Areas 5 & 6:
Lakes # 7 & # 8 (Near NW 74th Way.)
Lakes # 7 & # 8 Pipes could not be inspected due to the water level. We will keep monitoring them during our field visits.
See these lakes specific location highlighted in yellow in the first and second images/pages of this report*

CRAIG A. SMITH & ASSOCIATES
Consulting Engineers ● Surveyors ● Construction Managers ● Utility Locators
21045 Commercial Trail, Boca Raton, FL 33486 Tel: (561) 314-4445 ● Fax: (561) 314-4458
www.craigasmith.com

MEMO
TO:	Gloria Perez, District Manager

FROM:	Al Caruso

DATE:	4/10/23

RE:	CBWCD 5-yr Permit Renewal - Cleaning of Stormwater System

Gloria,

As part of the Central Broward Water Control District’s 5-Year Recertification of the existing stormwater system, CAS has reviewed the cleaning and repair documents provided by the District. The stormwater structure cleaning by Ameri Clean Pumping, Inc. in May of 2021 and Express Drain and Sewer in February of 2022 did not include any drainage pipes or outfall pipes.

The cleaning of storm structures (i.e., inlets, catch basins and manholes) does not address the silt buildup remaining in the pipe network. Based on the findings of the sediment sampling CAS performed in September of 2022 and the recent reporting on the Lake Outfall Pipes, the amount of sediment within the stormwater system has accumulated beyond acceptable levels.

Hydro jet flushing along with vacuum cleaning and removal will remove silt and debris from within the stormwater pipe network. This will increase flows, reduce the potential for flooding and increase storage within the lakes by capturing sediment before it enters the stormwater system. Video camera pipe inspections will verify any blockage issues and pinpoint any soil infiltration at failed pipes and joints that can occur under roadways.

If the District does not already perform street sweeping on District roadways, it is highly recommended that a program be incorporated into the stormwater maintenance plan. The removal of grass clippings, garbage and sediment prior to entering the stormwater system will avoid future issues and increase the integrity and lifespan of the entire system. Without cleaning and inspection of the stormwater system the Central Broward Water Control District’s 5-year permit renewal cannot be certified.

CONSIDER APPROVAL OF HOA MONUMENTS REPAIRS PROPOSAL

TO BE DISTRIBUTED UNDER SEPARATE COVER

CONSIDER APPROVAL OF HOA MONUMENTS ONGOING MAINTENANCE PROPOSAL

TO BE DISTRIBUTED UNDER SEPARATE COVER

Walnut Creek CDD
Shelves Installation for Taft ST. Guardhouse Closet	
Arking Solutions	AVH Services	The Trusty Handyman	

Provide and install 4 custom wood shelves for Taft Guardhouse Storage Closet.	
Total Cost:
$950.00	Total Cost:
$1850.00	Total Cost:
$720.00	

Picture provided by “The Trusty Handyman” – Only use for reference.

March 15, 2023

Att.	Mr. Ronald Galvis
Fiel Operations Manager. Special District Services, Inc.

Ref:	WALNUT CREEK GUARDHOUSE TAFF SHELVES FOR STORAGE.

ARKING SOLUTIONS INC. is pleased to submit the following proposal to provide the services required for “4 Wood Shelves for the Storage”

SCOPE OF WORK:

Furnish Material, Tools and Installation.
Total:  $ 950=

TIME SCHEDULE:
1 Weeks.

PAYMENT SCHEDULE:
100% Full Payment

NOT INCLUDED:
Design Plans. Permit.
Inspections. Best Regards,

Martha L. Arango
Martha L. Arango C.G.C.
Construction Manager

Page 94

ESTIMATE
REF. WALNUT CREEK GUARDHOUSE TAFF
SHELFS FOR STORAGE

AVH SERVICES LLC
United States

BILL TO
WALNUT CREEK CDD

Invoice Number:  23-016
Invoice Date:  March 23, 2023
Payment Due:  March 23, 2023

Amount Due (USD): $1,850.00

Items

Quantity

Price

Amount

SCOPE OF WORK
4 WOODS SHELFS FOR THE STORAGE

FURNISH MATERIAL, TOOLS AND INSTALLATIONS

*** MEASURES TO BE CONFIRMED ***

1	$1,850.00	$1,850.00

Total:	$1,850.00

Amount Due (USD):	$1,850.00

Notes / Terms
SCHEDULE 1 WEEK
PAYMENT
100% Full payment NOT INCLUDE:
DISIGN PLAN
PERMITS
INSPECTIONS

Page 95

E S T I M A T E

The Trusty Handyman 9802 NW 80th Ave #16
Miami Lakes, FL 33016
rgalvis@sdsinc.org (754) 317-3293

Sales Representative

Juan Tomasini (754) 317-3293
juan@thetrustyhandyman.com

Estimate #

Date

2/16/2023

3190

Walnut Creek CDD
Job #1278 - Shelves Installation 1800 NW 76th Ave
Pembroke Pines, FL 33025

Amount

$370.00

(4) Shelves installation

$350.00

Materials for installation included

Service

Materials

Item

(4) Custom Plywood 3/4” Shelves - White Hooks included
Size: 38" 1/2 × 16”

Find attached a picture of how the shelves look installed. Your option will be paint in White.

Description

$720.00

$720.00

Total

Sub Total

	S P E C I A L	I N S T R U C T I O N S	

Room/Closet need to be empty by the time of the installation day.
Room Painting is not included.
5G Bottles of water “Can not” go over the shelves.

Document ID: 7EA4BC0B-1FF9-4781-A0F8-CE25A2EBAE76

Page 9P6age 1 of 2

Walnut Creek CDD - Taft Guardhouse Pavers Replace/Repair	
Option 1
To remove the old pavers, perform the necessary repairs, and ADD NEW PAVERS.		Option 2
To perform the necessary repairs and REINSTALL THE SAME OLD PAVERS.	

Arking Solutions	Worldwide Distributors (E Lighting)	Luxome Luxury Builders		
Arking Solutions	Worldwide Distributors (E Lighting)	Luxome Luxury Builders	
Guardhouse Pavers - Approx 2,500 FT.	

Remove existing pavers from the parking lot, walkway, storage and front access to the guardhouse.

Peform Sand and Compaction, Concrete Border (Edge restrain).

Install new pavers.		Remove existing pavers from the parking lot, walkway, storage and front access to the guardhouse.

Peform Sand and Compaction, Concrete Border (Edge restrain).

Re-Install the same pavers.	
LUXOME DOES NOT QUOTE FOR THIS JOB, USING THE SAME PAVERS. ONLY OFFERED OPTION 1: NEW PAVERS.	
				With this option, Arking also offers pressure wash for the reinstalled pavers.			
Cost: 23,625.00

*Permit Processing Fee (Optional):
$2,400.00 Processing only - Excluding City and/or County Fees.	Cost: 18,125.00

*Permit Processing Fee (Optional):
$850.00 Processing only - Excluding City and/or County Fees.	Cost: 41,450.00

*Permit Processing Fee Included
Excluding City and/or County Fees.		Cost: 16,800.00

*Permit Processing Fee (Optional):
$2,400.00 Processing only - Excluding City and/or County Fees.	Cost: 12,125.00

*Permit Processing Fee (Optional):
$850.00 Processing only - Excluding City and/or County Fees.		

50% Deposit Requested.

30% Progress Payment Requested	

No Deposit Requested	6,217.50 Deposit Requested.

24,870 at Permit Issuance

8,290.00 at Roght Inspection.

2,072.50 Final Payment		

50% Deposit Requested.

30% Progress Payment Requested	

No Deposit Requested		

These companies mentioned that City Permit is optional for pavers repairs.	Work with City Permit - Processing fee already included in their Total Cost for the Project.		
These companies mentioned that City Permit is not necessary for pavers repairs.		

WC - Pavers Areas in Taft ST. Guardhouse (Red)

WC Taft ST Guardhouse Pavers - Illustration (Sample) of current Conditions:

March 16, 2023

Att.	Mr. Ronald Galvis
Fiel Operations Manager. Special District Services, Inc.

Ref:	WALNUT CREEK GUARDHOUSE TAFF EXTERIOR PAVERS IMPROVEMENT.

ARKING SOLUTIONS INC. is pleased to submit the following proposal to provide the services required for “Guardhouse Exterior Pavers improvement”.

SCOPE OF WORK: OPTION 1
Furnish Material, Labor and Tools.

Remove existing pavers from the parking lot, walkway, storage and front access to the guardhouse.
Sand and Compaction.
Concrete border (Edge restrain).
Installation new pavers.
Apply Sealer.
Remove debris, trash and old pavers.

Option 1 New Pavers. $ 23,625= Plus Permit		2,400=
$ 26,025=

Page 103

OPTION 2
Furnish Material, Labor and Tools.

Repair, Adjust Pavers area.
Concrete border ( Edge restrain).
Sand and Compaction.
Pression washer.
Apply Sealer.
Remove debris and trash.

Option 2 Repair. $ 16,800= Plus Permit	 $  2,400=
$ 19,200=

TIME SCHEDULE:
8 Weeks.

PAYMENT SCHEDULE:
50% Deposit Payment 30% As per Progress Work 20% Final Payment

PERMIT PLAN & PROCESS
Prepare Partial Survey Prepare Drawings and Details.
Permit process with Pembroke Pines and Broward County.

$2,400= Mentioned in each option.

NOT INLCUDED
Agencies Fees. Best Regards,
Martha L. Arango
Martha L. Arango C.G.C.
Construction Manager

Page 104

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/

Walnut Creek CDD 2501A Burns Road
Palm Beach Gardens, FL 33410

Walnut Creek CDD 2501A Burns Road

DATE 03/24/2023

Estimate 9638

Palm Beach Gardens, FL 33410

 

Walnut Creek

DESCRIPTION	QTY	AMOUNT

Scope of work	18,125.00

Remove and Dispose existing pavers
Remove and dispose roots that are causing pavers to be lifted.
Install sand base where needed with compaction
	- Install New pavers (Approx. 2500 SqFt)	

TOTAL	$18,125.00

$850.00 Permit Processing Fee - Does not Include any City/County Fees.

Accepted By	Accepted Date

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/

Walnut Creek CDD 2501A Burns Road
Palm Beach Gardens, FL 33410

Walnut Creek CDD 2501A Burns Road

DATE 03/24/2023

Estimate 9621

Palm Beach Gardens, FL 33410

 

Walnut Creek

DESCRIPTION	QTY	AMOUNT	
Scope of work		12,125.00	
Remove and set aside existing pavers
Remove / dispose roots that are causing pavers to be lifted.
Install sand base where needed with compaction
Reinstall existing pavers (2500 SqFt)			

	** If new pavers are needed / will be change order **	

TOTAL	$12,125.00

$850.00 Permit Processing Fee - Does not Include any City/County Fees.

Accepted By	Accepted Date

GENERAL CONTRACTOR SERVICES PROPOSAL & CONTRACT NO. 0000005 DATE: 02/23/2023	9802 NW 80th Ave #16
Hialeah Garden, FL
33016

Owner’s Agent/Owner’s Name:	Owner’s Agent/Owner’s Address:			
Walnut Creek CDD – Ronald Galvis	1800 NW 76th Ave				
Phone	Fax	City	Zip Code			
7865031633	N/A	Pembroke Pines	33025			
Project at:				Email:		
Walnut Creek – Pavers (Guardhouse)			rgalvis@sdsinc.org	

T: (321) 344-2011
info@Luxomefl.com
CGC1532537
www.Luxomefl.com

I/WE, the Owner(s), of the premises described above, authorize LUXOME “Contractor”, to furnish all materials and labor necessary
to repair and/or improve these premises in a good and workmanlike manner according to the following terms:

Services cost:

Activity	
Description	
cost	

Demolition	
Pavers Demolition
Guardhouse paver lanes, paver sidewalks, pathway, and gazebo paver areas.	

$6,300.00	

Disposal	
Disposal of the debris during & post the project is completed.	
$5,000.00	

Installation	

Paver’s installation
Guardhouse paver lanes, paver sidewalks, pathway, and gazebo paver areas.	

$15,200.00	

Materials	
2,326 sq ft of New Miami 6”x6” & 9”x6” traffic rated pavers.
Sample will be provided for prior approval. Delivery & handling included	

$11,000.00	

Permit services	
Permit handling & inspection scheduling
Permit costs are not included. We can pay the cost, but we will send a separate invoice for the same amount.	

$1,250.00	

General Requirements & Project Staff	
Superintended fee General Contractor fee	
$2,700.00	

Scope of Work to be perform:

PHASE I – HOA & City of Pembroke Pines permit approved.

Dig down and dispose of existing concrete pavers along Guardhouse paver sidewalks, pathway to gazebo and paver areas of the gazebo to allow space for proposed installations.
Compact area with plate compactor.
Install lime rock over former paver footprint.
Compact area with plate compactor
Contact City of Pembroke Pines for base inspection	

PHASE II – Initial City of Pembroke Pines inspection passed.

After the City has inspected, install sand bedding over proposed Guardhouse, paver sidewalks, pathway to gazebo and paver areas of the gazebo.
Install 2,326 Sq Ft of New Miami 6”x6” & 9”x6” traffic rated pavers on Guardhouse, paver sidewalks, pathway to gazebo and paver areas of the gazebo (10 % cutting and waste included).
Install new cement borders to prevent shifting of pavers.
Apply sugar sand to joints to prevent movement
Apply compaction for uniformity.
Clean up job site
Contact City of Pembroke Pines for final City inspection and permit close out	

Notes:

Luxome is not responsible for any irrigation, electrical or any other underground damage.
Above estimate as per plants provided on Feb 20th, 2023. Surveying fees not included Above quote is valid for until March 23th, 2023.
All lane closure required, and any off-duty law enforcement required are not included in this estimate. All maintenance of traffic devices required are not included in this estimate.
This quote does not include any bond.
No items quoted herein may be "broken out" without prior approval in writing. Quote does not include restoration of concrete, asphalt, or sodding.

Payments:

Contract Price:		
Contractor will perform the work described herein in Section A above for the sum of	$	41,450.00	
Owner agrees to tender payments due to the Contractor as follows, and payable in U.S. Dollars:		
a. Deposit due upon signing of contract:	$	6,217.50	
c. Second payment due upon Permits issuances:	$	24,870.00	
D. Third payment due upon rough inspection:	$	8,290.00	
d. Balance due upon passing final inspection:	$	2,072.50	

Commencement and Completion of Work:
Commencement of work shall mean the physical delivery of materials to and/or the performance of any labor on the premises. Commencement and completion shall be subject to permissible delays due to potential, shortages of material and/or labor, bad weather, epidemics, fire, strike, war, governmental regulations, or any other contingencies unforeseen by Contractor or beyond Contractor’s reasonable control. The dates below are an estimate of the start and completion dates and are subject to the conditions set forth herein.

Approximate Start Date:  5-9 days after permit issuance.

Approximate Completion Date:	12 – 20 Days (Subject to change based on the season the project begins.)

Acceptance of Contract and Change Orders:
This contract is approved and accepted as set forth with the signatures below. The owner understands there are no oral agreements or understandings between the parties of this agreement. The written terms, provisions, plans (if any) and specifications in this contract is the entire agreement between the parties. Changes in this agreement shall be made by written change order, including any additional charges, approved by both parties, and incorporated into this agreement.

Additional Terms and Conditions:
Additional terms and conditions to this Contract are set forth on the following page(s) and are incorporated herein, unless otherwise specified.

Warranty:

Luxome reserves the exclusive right to cure any defects within 60 days of receipt of said notice. Luxome must be provided reasonable and scheduled to complete the work. No callback repairs will be considered on any account with an outstanding past due balance.

OWNER	Date	CONTRACTOR – LUXOME	Date

ADDITIONAL TERMS AND CONDITIONS
Plans and Specifications and Access
The work described in this contract shall be done according to the plans and plan specifications (if any), except in the case of conflict, when the provisions of this contract shall have control over both the plans and the plan specifications. The work is limited to the scope set forth herein and any additional work shall be agreed to in a written change order. The contractor shall have the right to subcontract any part of, or all of, the work herein. The owner agrees to provide reasonable access to all areas of work. The owner will provide water and electricity needed for the operation of tools, mixing materials and cleanup.

Permits
Permit, permit processing fees and all other charges, taxes, assessments, fees etc., of any kind whatsoever, required by any government body or utility company or the like shall be paid for by Owner.

Change Orders.
Should any condition arise which requires that there be a modification to the work performed hereunder including, but not limited to, modifications sought by the Owner, construction lender, and/or any government entity, any cost incurred by Contractor shall be added to the contract price and Owner agrees to pay such additional costs with a signed change order. All extra work as well as any other modifications to the original contract shall be specified and approved by both parties in a written change order. All change orders shall become a part of this contract and shall be incorporated herein.

Concealed Conditions
Contractor reserves the right to amend repair procedures if unforeseen or concealed conditions appear or if it is determined that there is a more appropriate repair method once repairs commence. The contractor is not responsible to repair any such discovered deterioration and any such repairs shall be agreed to in a written change order.

Limited Warranty
Unless stated otherwise, labor and material of this work is guaranteed for 10 years from the date of this contract. Contractor is not responsible for any manufacturer warranties and Owner is responsible for seeking any manufacturer warranty claims. Warranty shall terminate and be voided in the event that any work is done on the area by any person, firm, or entity other than Luxome or its authorized representative. Maintenance is Owner's responsibility, and lack of maintenance may result in the termination and unenforceability of this warranty.

Property Damage
Contractor will not be held responsible for any cracks on driveways, sidewalks, decks, damage to lawn/landscaping and fences. Upon completion, and after removing all debris and surplus materials, wherever possible, Contractor will leave premises in a neat, broom clean condition. Any debris consisting of dust, dirt, asphalt, or small bits of material that settle into attics, garage areas, or any other area with open beam ceilings or no attic, is unavoidable and Contractor shall not be responsible. Contractor recommends that Owner lay out drop cloths to protect such areas where debris infiltration may occur.

Delay
Contractor shall not be held responsible for any damage occasioned by delays resulting from: work done by Owner’s subcontractors, extra work, acts of owner or owner’s agent including failure of owner to make timely progress payments or payments for extra work, shortages of material and/or labor, bad weather, fire, strike, war, epidemics, governmental regulations, or any other contingencies unforeseen by Contractor or beyond Contractor’s reasonable control.

Advertising
Owner hereby grants to Contractor the right to display signs and advertise at the job site for the period of time starting at the date of signing of this contract and continuing uninterrupted until fourteen (14) days past the date the job is completed and payment in full has been made. Owner grants Contractor the right to publish the project street address on a “references” list which may be given to prospective customers and post pictures of the work performed in its marketing materials, website, and/or social media platforms.

Pests & Hazardous Substances
Owner understands that Contractor is not qualified or licensed as an inspector or abatement contractor for Hazardous Materials (as defined by the government), or for Pests (including Termites). Should any such hazardous substances or Pest be suspected to be present on the premises, it is the Owners’ responsibility to arrange and pay for inspection and abatement. Contractor cannot certify or warrant your building as being free of hazardous substances or pests.

Right to Stop Work and to Withhold Payment on Labor and Materials
If any payment is not made to Contractor as is set forth herein, Contractor shall have the right to stop work and keep the job idle until all past due progress payments are received. The contractor is further excused by Owner from paying for any material, equipment and/or labor suppliers or any subcontractors (hereinafter collectively called “suppliers”), during the period that Owner is in arrears in making payments to Contractor. If these same “suppliers” make demand upon Owner for payment, Owner may make such payment on behalf of Contractor and Contractor shall reimburse Owner for this amount at such time that Owner becomes current with Contractor for all past due payments. Owner is responsible to verify the true amounts owed by Contractor to these same “suppliers”, prior to making payment on behalf of Contractor. Owner shall not be entitled, under any circumstances, to collect as reimbursement from Contractor any amount greater than that exact amount actually and truly owed by Contractor to these same “suppliers”, for work done or materials supplied on Owner’s job.

Collection.
Owner agrees to pay all collection fees and charges including but not limited to all legal and attorney fees that result should Owner default in payment of this contract. Overdue accounts are subject to interest charged at the rate of 18% per annum or at the highest rate allowed by law. Contractor reserves the right to assert a Claim of Lien against the Owner’s property for all unpaid amounts until paid in full plus payment for attorney’s fees and costs to prepare and record the Claim of Lien.

Disputes.
Prior to initiating litigation, written notice of the dispute must be provided to the other party (via email or U.S. Mail to the address listed herein) outlining the basis of the dispute. The other party will then have 15 days within which to remedy the dispute. In the event litigation arises out of this contract, all actions must be filed in a court of competent jurisdiction in the 17th Judicial Circuit in and for Broward County, Florida. The prevailing party shall be entitled to recovery of its attorney fees and costs incurred.

Legal Disclosures (for Residential Properties).

FLORIDA HOMEOWNERS’ CONSTRUCTION RECOVERY FUND

PAYMENT, UP TO A LIMITED AMOUNT, MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS’ CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS:
Construction Industry Licensing Board 2601 Blairstone Road
Tallahassee, FL 32399-1039
850-487-1395

OWNER SIGNATURE: 		DATE:	

FLORIDA CONSTRUCTION LIEN DISCLOSURE

ACCORDING TO FLORIDA’S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB- SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A “NOTICE TO OWNER.” FLORIDA’S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY.

OWNER SIGNATURE: 		DATE:	

FLORIDA CONSTRUCTION DEFECT DISCLOSURE

ANY CLAIMS FOR CONSTRUCTION DEFECTS ARE SUBJECT TO THE NOTICE AND CURE PROVISIONS OF CHAPTER 558, FLORIDA STATUTES.

OWNER SIGNATURE: 		DATE:	

WC - Minor Wall Repairs on Sheridan Guardhouse Interior & Exterior Walls	

Arking Solutions	
The Trusty Handyman	Worldwide Distributors (E Lighting)	

Correct (Patch) and Paint exterior and interior affected walls/areas where the previous cameras system were removed (holes).

Location: Sheridan Guardhouse (See attached Pictures).	

Total Cost:
$1,980.00	
Total Cost:
$1,435.00	
Total Cost:
$1,300.00	

 	

April 06, 2023

Att.	Mr. Ronald Galvis
Fiel Operations Manager. Special District Services, Inc.

Ref:	SHERIDAN GUARDHOUSE
Minor Interior and Exterior Wall Repairs and Paint.

ARKING SOLUTIONS INC. is pleased to submit the following proposal to provide the services required for “General wall repairs” as per your request.

SCOPE OF WORK:

Furnish Labor, Material, & Tools. We paint only the section affected.

Total:  $ 1,980=

TIME SCHEDULE:
1 Weeks.

PAYMENT SCHEDULE:
100% Full Payment

NOT INCLUDED:
Design Plans. Permit.
Inspections. Best Regards,

Martha L. Arango
Martha L. Arango C.G.C.
Construction Manager

Page 115

E S T I M A T E

The Trusty Handyman 9802 NW 80th Ave #16
Miami Lakes, FL 33016
rgalvis@sdsinc.org (754) 317-3293

Sales Representative

Daniel Guerra (754) 946-8687
Daniel@thetrustyhandyman.com

Estimate #

Date

3/29/2023

3349

Walnut Creek CDD
Job #1443 - Guardhouse Patches 2501 a Burns Rd
Palm Beach Gardens, FL 33410

Item	Description	Amount	
Interior Patches	Interior Patches	$600.00	
Drywall repair	(2) Corners

Corner bead repair Drywall Repair Smooth finish Painting

Building materials included White paint included
(Paint will be a different tone than the existing one)	$600.00	
Exterior Patches	Exterior Patches	$835.00	
Repairs	(8) patches

Knockdown texture matching Painting

Building materials included Paint included
(Paint will be a different tone than the existing one)	$835.00	

$1,435.00

Sub Total

$1,435.00

Total

When Paying by Cash or Check

$1,481.21

$46.21

Balance Due*

Convenience Fee

When Paying by Credit/Debit Card
*Credit/Debit card payments include a convenience fee of 3.2%+29¢ per transaction.

	S P E C I A L	I N S T R U C T I O N S	

(Paint will be a different tone than the existing one)

Document ID: 86479B7D-9ABE-406A-8B6F-0BA12FEE8AF6

Page 11P6age 1 of 2

Worldwide Distributors Inc. dba Elighting

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

ADDRESS
Ronald Galvis Walnut Creek CDD 2501A Burns Road
Palm Beach Gardens, FL 33410

SHIP TO

DATE 04/05/2023

Estimate 9656

Ronald Galvis Walnut Creek CDD 2501A Burns Road
Palm Beach Gardens, FL 33410

 

DESCRIPTION	QTY	AMOUNT	
RE: WALNUT CREEK		1,300.00	
PATCH EXTERIOR WITH STUCCO
PATCH INTERIOR WITH COMPOUND
PAINT SPOTS THAT WERE PATCHED - MATCH EXISTING COLOR			
ANY PAINT JOB OTHER THAN PATCHED AREA IS A CHANGE ORDER			

	LABOR AND MATERIALS	

TOTAL	$1,300.00

Accepted By	Accepted Date

Quote Date

Quote #

2/28/2023

27979

Item

Description

Qty

Each

Amount

	 Quotation
5500 N.W. 22nd Ave.	Ft. Lauderdale, FL 33309 954-484-8530		Fax 954-484-2393

Bill To
Walnut Creek Community Development Dist c/o Special District Services, Inc.
2501A Burns Road
Palm Beach Gardens, FL 33410
Attention	Cathy D. Deckert

Ship To
Walnut Creek CDD 1800 NW 76th Ave.
Pembroke Pines, FL 33024

P.O. Number

Terms

Ship Date

Shipped Via

F.O.B.

Project

Net 30

HFI

L-250-LED	LED Platter for SL250 Light Fixture, complete with mounting	7	310.00	2,170.00	

Labor	hardware
Labor to repair and replace parts (includes travel)	
1	
600.00	600.00	

Tax # Year

08/31/2025	Tax Resale No.

85-8012629746C6

Sales Tax (0.0%)

$0.00

This quotation is valid for 60 days.

Total

$2,770.00

 	

3/1/23, 2:17 PM	Mail - Ronald Galvis - Outlook

WC Lights for Waterfall
Ronald Galvis <rGalvis@sdsinc.org>
Fri 2/24/2023 9:51 AM
To: Adam Hall <adam@hallfountains.com>
Cc: Gloria Perez <gperez@sdsinc.org>;Ronald Galvis <rGalvis@sdsinc.org>
Hello Adam, and Happy Friday,

It was a pleasure speaking with you earlier today.

As per our conversation, please see attached the last approval of a similar job you, guys, did for our District back in 2020. You can use it as a reference for information on our District, and the specific kind of light fixtures used in our waterfalls.

we will need to replace 7 of them in total.

but there are 3 that are dim (apparently on their way out).

Guardhouse Waterfall).

(2 in East Waterfall - 1 in West waterfall, and 1 in

As mentioned, there are 4 of them out consequently,

So,

I will be very attentive to receive your quote, directed to Walnut Creek CDD. Thank you. Best regards.

Ronald Galvis

Field Operations Manager (786)503-1633

rgalvis@sdsinc.org www.sdsinc.org

Walnut Creek CDD - Lake Banks Signs	
Fast Signs	Raptor Vac	The Trusty Handyman	

Supply and replace the 6 "No Fishing/Swimming/Boating" Signs (Details in picture attached) and 11 Posts for Lake Banks Signs.

Signs identical to the aluminum ones already installed to keep uniformity throughout the community lake banks (specific locations in the map attached).	

Total Cost:
1,005.66	
Total Cost:
2,250.00	
Total Cost:
3,595.00	

50% Deposit	
No Deposit Required	

NO
SWIMMING
FISHING
I
ORB	ATl,NG
BEWARE O1F ALLIGATORS & PO,ISONOUS SNAKES

Page 122

SHERIDAN STREET

Sign & f ost need to be replaced.
(N□T INCLUDED)

Sign in Good Cond1t1on.
f ost  needs to be replaced.

-

z
.<,,
u
.,1....
-I
-<
::,

,,,.

.u....
.....
TJ

<NOT INCLUDED)

TAFT S. TRE-ET

Page 123

fastsigns.com/316

9909 Pines Blvd Pembroke Pines, FL 33024 (954) 438-7979

ESTIMATE
EST-79102
Payment Terms: Cash Customer

Created Date: 3/20/2023

DESCRIPTION: Lake Signs

Bill To:	Walnut Creek Community Development 2501 Burns Road
Suite A
Palm Beach Gardens, FL 33410 US

Pickup At: FASTSIGNS of Pembroke
9909 Pines Blvd Pembroke Pines, FL 33024 US

Requested By: Ronald Galvis
Email: rgalvis@sdsinc.org Work Phone: (786) 503-1633
Tax ID: 85-8012629746c-6

Salesperson: Jim Legendre Entered By: Arlene De la Paz

NO.	Product Summary	QTY	UNIT PRICE	AMOUNT	
1	No Swimming/Fishing/Boating
Alu. 080 Reflective -
- What Size Blank?: 12"x18"
Text:
No Swimming Fishing
Boating	6	$62.66	$375.96	
1.1					
2	Sign Pole
U-Channel Post - Part Qty: 1	11	$57.2455	$629.70	
2.1					

This estimate is good for 30 days.	Subtotal:
Taxes:	$1,005.66
$0.00	
	Grand Total:	$1,005.66	
	Deposit Required:	$502.83	

Please submit payment to begin the production of your project.

Signature:	Date:

PROPOSAL
Tel 786-694-0709
E-mail: operations@raptorvac.com www.raptorvac.com
SIGNAGE INSTALLATION
PROPOSAL SUBMITTED TO:
Walnut Creek CDD ℅ SDS, Inc.	PROJECT NAME:
Walnut Creek CDD	
BUSINESS ADDRESS:
2501A Burns Road	PROJECT LOCATION:
Palm Beach Gardens, FL 33410	
CONTACT:
(561)630-4922	DATE:
March 16, 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 eleven (11) 8’ height posts, concrete, signs, hardware, disposal of old signs and posts in accordance with map provided by management.

COST: We propose to conduct this work in accordance with the above Scope of Work for the sum of $2,250.00

Two Thousand Two 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

E S T I M A T E

The Trusty Handyman 9802 NW 80th Ave #16
Miami Lakes, FL 33016
rgalvis@sdsinc.org (754) 317-3293

Sales Representative

Daniel Guerra (754) 946-8687
Daniel@thetrustyhandyman.com

Estimate #

Date

4/5/2023

3370

Walnut Creek CDD
Job #1466 - Singns Replacement 2501 a Burns Rd

Amount

Item

Description

Palm Beach Gardens, FL 33410

Walnut Creek Signs	Walnut Creek Signs	$3,595.00	
Materials	(6) New signs 18x24	$1,600.00	
	(11) Poles for signs		
	No warranties on these Materials		
Installations	(11) Signs replacement in different locations around the	$1,995.00	
	association		

$3,595.00

Sub Total

$3,595.00

Total

When Paying by Cash or Check

$3,710.33

$115.33

Balance Due*

Convenience Fee

When Paying by Credit/Debit Card
*Credit/Debit card payments include a convenience fee of 3.2%+29¢ per transaction.

	S P E C I A L	I N S T R U C T I O N S	

Walnut Creek CDD – Storm Drainage Cleaning	

Americlean	
Express Drain and Sewer	
Raptor Vac Systems	

Perform the cleaning of the 74 storm drainage structures/catch basins (As per inspection performed by Field Operations in February 2023).	

Total Cost:
$9,250.00	
Total Cost:
$9,625.00	
Total Cost:
$8,880.00	

Page 128

PO Box 560951 Miami, Fl 33256 Phone (305) 270-3233 Fax (305) 259-4214

March 2, 2023

Walnut Creek Community Development District c/o Special District Service, Inc.
2501A Burns Road
Palm Beach Gardens, FL 33410 Attn: Ronald Galvis

STORM DRAIN CLEANING

(74) Drainage Structures

Scope of Work:
Vacuum pump truck to remove debris from each drain and pit. Pressure jet clean drains pit walls and bottom.
Remove debris from area.

All work is guaranteed to be as specified, and the above work to be performed in accordance with the specifications submitted for above work and completed in a substantial workmanlike manner for the sum of:
Total cost for (74) Catch Basins: $	9,250.00 With payment to be made at: Terms: Net 30 days.
Any alteration or deviation from above specifications involving extra costs will be executed only upon written order, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents, or delays beyond our control.

Sincerely submitted,

Oscar Vinces

ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined above.

Signature: 		Date: 	
Note: Proposal may be withdrawn by us if not accepted within 90 days.

Page 129

$9,625.00

TOTAL

#3521
Mar 3, 2023

ESTIMATE
ESTIMATE DATE

Express Drain and Sewer

2501 A Burns Rd
Palm Beach, FL 33410

CONTACT US

5801 Mayo St
Hollywood, FL 33023

(786) 503-1633
rgalvis@sdsinc.org

(954) 763-2520
accounting@expressservicesfl.com

ESTIMATE

Services	qty	unit price	amount

Vacuum Service
Vacuum out storm drains located on the property.

Express Drain will vacuum out all dirt and debris and pressure clean the basin. Express Drain will jet the lateral lines at no charge located within the basins that are accessible and do not have baﬄes. After completion of the job the debris will be dumped at the proper septage facility. This estimate includes the price for water for the jetting, travel time, fuel charges and dump fees.

Please note: After the system is cleaned and the lines are jetted, Express Drain cannot guarantee that the ground will percolate rain water during heavy and long down pours due to the fact that the drain ﬁeld cannot handle large volumes of water. Also if there are roots in the lines and basins it will aﬀect the ground handling large volumes of water.

If additional hoses are required to reach basin not within 15ft of pavement an $300/day charge will be applied for additional truck, hoses, and labor.

** Additional charge of ($125/storm drain/ basin) will be applied for additional storm drains/ basins needing to be serviced not included in estimate***

STORM DRAINS - Storm Drain Cleaning - (First 2 Drains) - NEW	1.0	$625.00	$625.00	
Storm Drain Plans - Additional Storm Drain (30+)	72.0	$125.00	$9,000.00	
Additional Flex house/ truck (If required)
If additional hoses are required to reach basin not within 15ft of pavement an $300/day charge will be applied for additional truck with extra hoses, and labor.

Services subtotal: $9,625.00

Subtotal	$9,625.00

Total	$9,625.00

Thank you for your business!

PROPOSAL
Tel 786-694-0709
E-mail: operations@raptorvac.com www.raptorvac.com
STORM DRAIN MAINTENANCE
PROPOSAL SUBMITTED TO:
Walnut Creek CDD ℅ SDS, Inc.	PROJECT NAME:
Walnut Creek CDD	
BUSINESS ADDRESS:
2501A Burns Road	PROJECT LOCATION:
Palm Beach Gardens, FL 33410	
CONTACT:
(561)630-4922	DATE:
March 16, 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: Vac-con combination sewer cleaner to service seventy four (74) catch-basin structures, wash down walls and grates/frame. Disposal of spoils/debris at Miami Dade Treatment Plant.

Note: no plugging of pipelines or dewatering is part of this proposal, if catch basin water level does not decline, we will vacuum underwater and remove as much sediment as possible.

COST: We propose to conduct this work in accordance with the above Scope of Work for the sum of $8,880.00.

Eight Thousand Eight Hundred Eighty 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

Page 132	1

RESOLUTION NO. 2023-02

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

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

WHEREAS, the Proposed Budget including the Assessments for Fiscal Year 2023/2024 has been prepared and considered by the Board.

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

Section 1.  The Proposed Budget including the Assessments for Fiscal Year 2023/2024 attached hereto as Exhibit “A” is approved and adopted.

Section 2.  A Public Hearing is hereby scheduled for June 20, 2023 at 6:00 p.m. in the Walnut Creek Clubhouse, 7500 NW 20th Street, Pembroke Pines, Florida 33024, and/or utilizing communications media technology (whichever is applicable) for the purpose of receiving public comments on the Proposed Fiscal Year 2023/2024 Budget.

PASSED, ADOPTED and EFFECTIVE this 18th day of April, 2023.

ATTEST:	WALNUT CREEK
COMMUNITY DEVELOPMENT DISTRICT

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

Walnut Creek Community Development District

Proposed Budget For Fiscal Year 2023/2024
October 1, 2023 - September 30, 2024

CONTENTS

PROPOSED BUDGET

PROPOSED MAINTENANCE BUDGET

DETAILED PROPOSED BUDGET

DETAILED PROPOSED MAINTENANCE BUDGET

DETAILED PROPOSED DEBT SERVICE FUND BUDGET (SERIES 2010)

ASSESSMENT COMPARISON

PROPOSED BUDGET
WALNUT CREEK COMMUNITY DEVELOPMENT DISTRICT FISCAL YEAR 2023/2024
OCTOBER 1, 2023 - SEPTEMBER 30, 2024

REVENUES	
FISCAL YEAR 2023/2024 BUDGET	
ADMINISTRATIVE ASSESSMENTS	182,571	
MAINTENANCE ASSESSMENTS	1,096,415	
DEBT ASSESSMENTS (2010)	130,015	
OTHER REVENUES	0	
INTEREST INCOME	1,500	
		
TOTAL REVENUES	$	1,410,501	
		
EXPENDITURES		
ADMINISTRATIVE EXPENDITURES		
SUPERVISOR FEES	10,000	
PAYROLL TAXES (EMPLOYER)	800	
ENGINEERING	40,000	
LEGAL FEES	23,000	
AUDIT FEES	4,100	
MANAGEMENT	49,092	
POSTAGE	1,450	
OFFICE SUPPLIES/PRINTING	5,500	
INSURANCE	17,500	
LEGAL ADVERTISING	1,100	
MISCELLANEOUS	8,750	
DUES & SUBSCRIPTIONS	175	
ASSESSMENT ROLL	7,500	
TRUSTEE FEES	1,800	
CONTINUING DISCLOSURE FEE	350	
WEBSITE MANAGEMENT	2,000	
TOTAL ADMINISTRATIVE EXPENDITURES	$	173,117	
		
TOTAL MAINTENANCE EXPENDITURES	$	1,102,600	
		
TOTAL EXPENDITURES	$	1,275,717	
		
REVENUES LESS EXPENDITURES	$	134,784	
		
BOND PAYMENTS (2010)	(122,214)	
		
BALANCE	$	12,570	
		
COUNTY APPRAISER & TAX COLLECTOR FEE	(28,180)	
DISCOUNTS FOR EARLY PAYMENTS	(56,360)	
		
EXCESS/ (SHORTFALL)	$	(71,970)	
		
CARRYOVER FROM PRIOR YEAR	71,970	
		
NET EXCESS/ (SHORTFALL)	$	-	

PROPOSED MAINTENANCE BUDGET
WALNUT CREEK COMMUNITY DEVELOPMENT DISTRICT FISCAL YEAR 2023/2024
OCTOBER 1, 2023 - SEPTEMBER 30, 2024

MAINTENANCE EXPENDITURES	

FISCAL YEAR 2023/2024
BUDGET	

FIELD MAINTENANCE	
5,000	

OPERATIONS MANAGEMENT	
12,000	

SECURITY SERVICES	
370,000	

HOA SECURITY SERVICES - ADMIN	
35,100	

SECURITY VIDEO SURVEILLANCE & VIRTUAL GUARD SYSTEMS	
35,000	

SECURITY SERVICES - ABDI	
0	

SECURITY CAMERAS & MAINTENANCE	
12,000	

SECURITY ONLINE SOLUTIONS	
12,000	

GATE SYSTEM MAINTENANCE	
70,000	

TELEPHONE	
12,500	

ELECTRIC	
85,000	

WATER & SEWAGE	
16,000	

GUARDHOUSE - VISITOR PASSES	
6,200	

GUARDHOUSE INT/EXT MAINTENANCE	
30,000	

LAKE & PRESERVE MAINTENANCE	
48,000	

SIGNAGE	
2,000	

STREETLIGHT MAINTENANCE	
5,000	

WATERFALL MAINTENANCE	
80,000	

HOLIDAY LIGHTING	
11,000	

LAKE RESTORATION & MAINTENANCE	
0	

OPERATING RESERVE/CONTINGENCY	
30,000	

MISCELLANEOUS MAINTENANCE	
10,000	
STORMWATER MAINTENANCE & PIPE REPLACEMENT RESERVE/CONTINGENCY	
74,800	

PRESSURE CLEANING & PAINTING OF EXTERIOR STRUCTURES & GATES	
14,000	

HEADWALL STABILIZATION PROJECT	
10,000	

LAKE SLOPE SOIL MAINTENANCE	
10,000	

IGUANA CONTROL	
27,000	

TAFT STREET STRUCTURAL MAINTENANCE	
0	

S-8 CANAL RECONSTRUCTION - ENGINEERING DESIGN & CONSTRUCTION	
80,000	

TOTAL MAINTENANCE EXPENDITURES	
$	1,102,600	

DETAILED PROPOSED BUDGET
WALNUT CREEK COMMUNITY DEVELOPMENT DISTRICT FISCAL YEAR 2023/2024
OCTOBER 1, 2023 - SEPTEMBER 30, 2024

REVENUES	

FISCAL YEAR 2021/2022
ACTUAL	

FISCAL YEAR 2022/2023
BUDGET	

FISCAL YEAR 2023/2024
BUDGET	

COMMENTS	
ADMINISTRATIVE ASSESSMENTS	163,721	178,871	182,571	Expenditures Less Interest/.94	
MAINTENANCE ASSESSMENTS	1,115,379	1,100,128	1,096,415	Expenditures Less Carryover/.94	
DEBT ASSESSMENTS (2010)	129,938	130,015	130,015	Bond Payments/.94	
OTHER REVENUES	3,999	0	0		
INTEREST INCOME	201	1,500	1,500	Projected At $125 Per Month	
					
TOTAL REVENUES	$	1,413,238	$	1,410,514	$	1,410,501		
					
EXPENDITURES					
ADMINISTRATIVE EXPENDITURES					
SUPERVISOR FEES	6,600	10,000	10,000	No Change From 2022/2023 Budget	
PAYROLL TAXES (EMPLOYER)	505	800	800	Projected At 8% Of Supervisor Fees	
ENGINEERING	11,973	45,000	40,000	FY 22/23 Expenditure Through January 2023 Was $7,029	
LEGAL FEES	23,380	19,000	23,000	FY 22/23 Expenditure Through February 2023 Was $8,346	
AUDIT FEES	3,900	4,000	4,100	Accepted Amount For 2022/2023 Audit	
MANAGEMENT	46,284	47,664	49,092	CPI Adjustment (Capped At 3%)	
POSTAGE	1,941	1,250	1,450	$200 Increase From 2022/2023 Budget	
OFFICE SUPPLIES/PRINTING	3,699	5,700	5,500	$200 Decrease From 2022/2023 Budget	
INSURANCE	15,252	14,000	17,500	FY 22/23 Expenditure Was $16,536	
LEGAL ADVERTISING	771	1,200	1,100	$100 Decrease From 2022/2023 Budget	
MISCELLANEOUS	5,932	9,000	8,750	$250 Decrease From 2022/2023 Budget	
DUES & SUBSCRIPTIONS	175	175	175	No Change From 2022/2023 Budget	
ASSESSMENT ROLL	7,500	7,500	7,500	As Per Contract	
TRUSTEE FEES	1,420	2,000	1,800	$200 Decrease From 2022/2023 Budget	
CONTINUING DISCLOSURE FEE	350	350	350	No Change From 2022/2023 Budget	
WEBSITE MANAGEMENT	2,000	2,000	2,000	No Change From 2022/2023 Budget	
TOTAL ADMINISTRATIVE EXPENDITURES	$	131,682	$	169,639	$	173,117		
					
TOTAL MAINTENANCE EXPENDITURES	$	722,730	$	1,034,120	$	1,102,600		
					
TOTAL EXPENDITURES	$	854,412	$	1,203,759	$	1,275,717		
					
REVENUES LESS EXPENDITURES	$	558,826	$	206,755	$	134,784		
					
BOND PAYMENTS (2010)	(122,564)	(122,214)	(122,214)	Yearly Maximum Debt Assessment	
					
BALANCE	$	436,262	$	84,541	$	12,570		
					
COUNTY APPRAISER & TAX COLLECTOR FEE	(27,123)	(28,180)	(28,180)	Two Percent Of Total Assessment Roll	
DISCOUNTS FOR EARLY PAYMENTS	(52,778)	(56,361)	(56,360)	Four Percent Of Total Assessment Roll	
					
EXCESS/ (SHORTFALL)	$	356,361	$	-	$	(71,970)		
					
CARRYOVER FROM PRIOR YEAR	0	0	71,970	Carryover From Prior Year	
					
NET EXCESS/ (SHORTFALL)	$	356,361	$	-	$	-		

DETAILED PROPOSED MAINTENANCE BUDGET
WALNUT CREEK COMMUNITY DEVELOPMENT DISTRICT FISCAL YEAR 2023/2024
OCTOBER 1, 2023 - SEPTEMBER 30, 2024

MAINTENANCE EXPENDITURES	

FISCAL YEAR 2021/2022
ACTUAL	

FISCAL YEAR 2022/2023
BUDGET	

FISCAL YEAR 2023/2024
BUDGET	

COMMENTS	

FIELD MAINTENANCE	
5,000	
5,000	
5,000	
No Change From 2022/2023 Budget	

OPERATIONS MANAGEMENT	
12,000	
12,000	
12,000	
No Change From 2022/2023 Budget	

SECURITY SERVICES	
316,898	
405,760	
370,000	
FY 22/23 Expenditure Through February 2023 Was $123,400	

HOA SECURITY SERVICES - ADMIN	
0	
0	
35,100	
HOA Security Services - Admin	

SECURITY VIDEO SURVEILLANCE & VIRTUAL GUARD SYSTEMS	
0	
0	
35,000	
Security Video Surveillance & Virtual Guard Systems	

SECURITY SERVICES - ABDI	
10,380	
12,000	
0	
Line Item Eliminated	

SECURITY CAMERAS & MAINTENANCE	
14,804	
8,000	
12,000	
$4,000 Increase From 2022/2023 Budget	

SECURITY ONLINE SOLUTIONS	
0	
12,800	
12,000	
$800 Decrease From 2022/2023 Budget	

GATE SYSTEM MAINTENANCE	
23,717	
30,000	
70,000	
$40,000 Increase From 2022/2023 Budget	

TELEPHONE	
11,385	
11,000	
12,500	
$1,500 Increase From 2022/2023 Budget	

ELECTRIC	
81,069	
82,500	
85,000	
$2,500 Increase From 2022/2023 Budget	

WATER & SEWAGE	
10,107	
17,000	
16,000	
$1,000 Decrease From 2022/2023 Budget	

GUARDHOUSE - VISITOR PASSES	
1,908	
6,700	
6,200	
$500 Decrease From 2022/2023 Budget	

GUARDHOUSE INT/EXT MAINTENANCE	
32,474	
22,500	
30,000	
$7,500 Increase From 2022/2023 Budget	

LAKE & PRESERVE MAINTENANCE	
36,905	
45,000	
48,000	
$3,000 Increase From 2022/2023 Budget	

SIGNAGE	
0	
2,000	
2,000	
No Change From 2022/2023 Budget	

STREETLIGHT MAINTENANCE	
190	
5,000	
5,000	
No Change From 2022/2023 Budget	

WATERFALL MAINTENANCE	
74,242	
75,000	
80,000	
$5,000 Increase From 2022/2023 Budget	

HOLIDAY LIGHTING	
8,286	
10,000	
11,000	
$1,000 Increase From 2022/2023 Budget	

LAKE RESTORATION & MAINTENANCE	
7,790	
0	
0	
Final Payment For Project Was In October 2021	

OPERATING RESERVE/CONTINGENCY	
0	
26,060	
30,000	
Operating Reserve/Contingency	

MISCELLANEOUS MAINTENANCE	
7,053	
10,000	
10,000	
No Change From 2022/2023 Budget	
STORMWATER MAINTENANCE & PIPE REPLACEMENT RESERVE/CONTINGENCY	
25,210	
74,800	
74,800	
Third Year Of Five Year Reserve - Total Project Is $373,500	

PRESSURE CLEANING & PAINTING OF EXTERIOR STRUCTURES & GATES	
0	
14,000	
14,000	
No Change From 2022/2023 Budget	

HEADWALL STABILIZATION PROJECT	
0	
10,000	
10,000	
No Change From 2022/2023 Budget	

LAKE SLOPE SOIL MAINTENANCE	
0	
10,000	
10,000	
No Change From 2022/2023 Budget	

IGUANA CONTROL	
26,900	
27,000	
27,000	
Iguana Control	

TAFT STREET STRUCTURAL MAINTENANCE	
8,402	
20,000	
0	
Line Item Eliminated	

S-8 CANAL RECONSTRUCTION - ENGINEERING DESIGN & CONSTRUCTION	
8,010	
80,000	
80,000	
Funds From Prior Year Budgets Being Held In Reserve	

TOTAL MAINTENANCE EXPENDITURES	
$	722,730	
$	1,034,120	
$	1,102,600		

DETAILED PROPOSED DEBT SERVICE FUND (SERIES 2010) BUDGET
WALNUT CREEK COMMUNITY DEVELOPMENT DISTRICT FISCAL YEAR 2023/2024
OCTOBER 1, 2023 - SEPTEMBER 30, 2024

REVENUES	
FISCAL YEAR

2021/2022

ACTUAL	
FISCAL YEAR

2022/2023

BUDGET	
FISCAL YEAR

2023/2024

BUDGET	

COMMENTS	

Interest Income	
908	
25	
100	
Projected Interest For 2023/2024	

NAV Tax Collection	
122,564	
122,214	
122,214	
Yearly Maximum Debt Assessment	

Prepaid Bond Collection	
0	
0	
0		

Total Revenues	
$	123,472	
$	122,239	
$	122,314		

EXPENDITURES					

Principal Payments	
50,000	
50,000	
55,000	
Principal Payment Due In 2024	

Additional Principal Payments	
62,663	
12,819	
11,220	
Additional Principal Payments	

Interest Payments	
0	
59,420	
56,094	
Interest Payments Due In 2024	

Total Expenditures	
$	112,663	
$	122,239	
$	122,314		

Excess/ (Shortfall)	
$	10,809	
$	-	
$	-		

Series 2010 Bond Information

Original Par Amount =	$2,650,000	Annual Principal Payments Due = May 1st	
Interest Rate =	2.05 - 5.95%	Annual Interest Payments Due =	May 1st & November 1st	
Issue Date =	January 2010		
Maturity Date =

Par Amount As Of 1/1/23 =	May 2040

$1,045,000		

Walnut Creek Community Development District Assessment Comparison

Fiscal Year	Fiscal Year	Fiscal Year	Fiscal Year
2020/2021	2021/2022	2022/2023	2023/2024
	Assessment*	 	Assessment*	 	Assessment*	  Projected Assessment* 

Administrative	$	187.10	$	181.73	$	199.86	$	204.00	
Maintenance	$	1,022.90	$	1,247.35	$	1,229.20	$	1,225.05	
2008 Debt	$	383.79	$	-	$	-	$	-	
2010 Debt	$	145.92	$	145.92	$	145.92	$	145.92	
Total	$	1,739.71	$	1,575.00	$	1,574.98	$	1,574.97	

* Assessments Include the Following :	 4% Discount for Early Payments
1% County Tax Collector Fee
1% County Property Appraiser Fee
Community Information:		 Total Units	895
2008 Debt Service Information	

Total Units	895	
Prepayments	5	
Billed For 2008 Debt	890	

2010 Debt Service Information	

Total Units	895	
Prepayments	4	
Billed For 2010 Debt	891	

Walnut Creek CDD Facts
MARCH 6TH 2023 – APRIL 6TH 2023
 8,340 Visitors processed overall (519 by QR Invites)
Note: this is nearly a 1,500 total visitor increase from the last data sample provided.
 3,432 Visitors processed by the virtual guard

This averages out to…
297 visitors per day

NEW MOBILE DEVICES!
IN ORDER TO IMPROVE THE SPEED AND QUALITY OF THE PHYSICAL GUARD GATEHOUSE SERVICE, REGIONS IS IN THE PROCESS OF DEPLOYING NEW MOBILE DEVICES AS OF 2/14/2023

THIS SECTION IS INTENTIONALLY LEFT BLANK

  Rover Statistics
Gathered using vehicle’s onboard GPS

AVERAGE TRIP REPLAY

AVERAGE TRIP REPLAY FROM PREVIOUS REPORT, FOR COMPARISON

917 miles travelled (a 100 mile increase)
This averages out to…
33 miles per day

Walnut Creek CDD Facts
Census
553 Units have/are using the new App 342 Units are not using the new App 3,291 Total Residents in the system
2,670 Total Residents Vehicles in the system
4,839 Total Permanent Visitors in the system

We appreciate everyone’s continued feedback & support.

From: Richard Thompson <RThompson@campbellproperty.com>
Sent: Thursday, April 6, 2023 6:29 PM
To: Gloria Perez <gperez@sdsinc.org>
Cc: Walnut Creek <walnutcreekfla@comcast.net>; walnutcreek@regionssecurity.us
Subject: Sheridan Entry Gates : Damages Stemming from Gate Defects Post Gate Tampering/Trespass from 3/2/23 to 3/22/23 - Walnut Creek

Hello Gloria,

The gates of the Walnut Creek community were tampered with by a towing company employees and it is our belief that their tampering caused the gates to malfunction.

The tow company is Rapid Recovery. Their number is (954) 597-1396, extn 209. The contact person there is Sanbrine Chauderon.

At least two malfunctions after the tampering of these gates resulted in damages to two (2) vehicles.

Dodge Ram 1500 Color: Gray License Plate: IWSG45 – This vehicle was hit and damaged by the west entry gates on Sheridan street at about 4:15pm on March 6, 2023 when the gates struck the rear right side of truck causing unspecified damages. The owner Jonathan Bercowicz has not put forth an estimate of damage cost.
Video of gate impacting truck : https://www.dropbox.com/sh/dvjzfbz255womoi/AABIjm138wwbhYw03Av3cnyVa/Walnut%20C reek%2003082023%201615%20Sheridan%20Entrance%20Gates%20Dodge%20WC.mkv?dl=0

Photos of Grey Dodge Ram truck showing damage is attached to the email.

Vehicle: Dodge Ram 1500; Color: Neon Green; FL Tag Z52 GDW. – The vehicle was hit and damaged by the east entry Sheridan Street gate and per the owner Nick Cotugno he sustained damages totaling $2349.00. ( damage to right side mirror and cost to replace same as well as buffing fees for having scuffs removed).
Videos of the vehicle getting hit by the east Sheridan Street entry gate at about 3:32pm on March 16, 2023 is as follows: https://www.dropbox.com/t/79QDdkFPMeKI8r1J

Photos of the neon green Dodge Ram truck showing damage is attached. The quote for the vehicle repair as well as the cost to buff truck is also attached.

1st day on record that the Rapid Recovery workers tampered with the gates was on March 2, 2023 around 10pm at night. See video below:

https://www.dropbox.com/s/z151ytf46ewtv10/S%20-
%20Entrance%20LPR_2023_03_02_10PM_27_18.mkv?dl=0

The gate had a series of malfunctions afterwards even requiring a repair team to be called out on 3/6/23 as gate was staying half open and working improperly. Image attached.

2nd incident on record in which the Rapid Recovery employees tampered with gate is on March 22 at 2:07am. See the video below:
https://www.dropbox.com/s/42709msa0swctai/S%20-
%20Entrance%20LPR_2023_03_22_2AM_07_24.mkv?dl=0

The morning after the Rapid Recovery team tampered with the gate it started to malfunction. A repair team was summoned and they fixed the Sheridan Street entry gates. This incurred costs to repair same.

Sincerely,

Richard Thompson
Violations Coordinator/Security Administrator
Walnut Creek Community Association
7500 NW 20th Street Pembroke Pines FL 33024 Office: (954) 985-8529
Fax: (954) 985-8554
Email: rthompson@campbellproperty.com
Website: walnutcreekfl.com

City of Pembroke Pines
Police Department 950'.J Pines Boulevard
Pembroke Pines, FL 33024 www.ppines.com

Emergency:
Non Emergency:

911
954-438-4357
CGET-HELPJ

OFFICER	O i,E,1fS P• K•6'lCI
CASE N□. 2 · ? "_I~' , -

Police Headquarters: 954-436-3200
Records Division:	954-431-2709
Victim's Advocate:	954-436-3228 tips@ppines.com

Walnut Creek HOA
7500 NW 20th st Pembroke Pines, Florida 33024

gperez@sdsinc.org

Report Type	Maintenance / Gate Doors	
Reported By	Brian Ruiz [Administrator]	
Site Name	Walnut Creek CDD	
Site Address	7500 NW 20th st, Pembroke Pines, Florida, 33024	
Date / Time	Tue 04/11/2023 03:14 PM	
Report Ref #	02120000199052	

Report Description:
On March 2nd 2023 at 10:27pm, Rapid Recovery Tow Company tampered with the gate system at Sheridan gate in order to gain access to the property. Video footage of tampering can be seen here: https://www.dropbox.com/s/z151ytf46ewtv10/S%20-%20Entrance%20LPR_2023_03_02_10PM_27_18.mkv?dl=0

Following the tampering, on March 8th at 4:15pm a gray Dodge Ram 1500, license plate IWSG45 was damaged due to a gate malfunction. Time stamp and video footage can be seen here:
https://www.dropbox.com/sh/dvjzfbz255womoi/AABIjm138wwbhYw03Av3cnyVa/Walnut%20Creek%2003082023%201615%20Sheridan%20Entrance%20Gates%20Dodge%20WC.mkv?   dl=0

Property(s) Involved:
Property Ref #1: Sheridan Gate

Reported by:
Brian Ruiz
Tue 04/11/2023 03:18 PM

This Report contains information that is confidential, constitutes an internal communication between the sender and the Site owner, and is hereby submitted to the Site owner and its authorized representatives for review. If you have received this report in error, please notify the sender immediately.
Powered by www.SecurityOnlineSolutions.com	Report Ref #02120000199052	Generated on Tue 04/11/202P3 0a3:g18ePM1E4ST8| Page 1 of 1

Page 149

Walnut Creek HOA
7500 NW 20th st Pembroke Pines, Florida 33024

gperez@sdsinc.org

Report Type	Maintenance / Gate Doors	
Reported By	Brian Ruiz [Administrator]	
Site Name	Walnut Creek CDD	
Site Address	7500 NW 20th st, Pembroke Pines, Florida, 33024	
Date / Time	Tue 04/11/2023 02:29 PM	
Report Ref #	02120000199051	

Report Description:
On March 2nd 2023 at 10:27pm, Rapid Recovery Tow Company tampered with the gate system at Sheridan gate in order to gain access to the property. Video footage of tampering can be seen here: https://www.dropbox.com/s/z151ytf46ewtv10/S%20-
%20Entrance%20LPR_2023_03_02_10PM_27_18.mkv?dl=0

Following the tampering, on March 16th at 3pm a neon green Dodge Ram 1500, tag Z52GDW, was damaged due to a gate malfunction. Time stamp and video footage of this incident can be seen here: https://www.dropbox.com/t/79QDdkFPMeKI8r1J

Property(s) Involved:
Property Ref #1: Sheridan Gate

Reported by:
Brian Ruiz
Tue 04/11/2023 02:36 PM

This Report contains information that is confidential, constitutes an internal communication between the sender and the Site owner, and is hereby submitted to the Site owner and its authorized representatives for review. If you have received this report in error, please notify the sender immediately.
Powered by www.SecurityOnlineSolutions.com	Report Ref #02120000199051	Generated on Tue 04/11/202P3 0a3:g14ePM1E5ST0| Page 1 of 1

Page 151

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Pril1ter .Friendly View

NICHOLAS COTUGNO
2205 NW 76TH TER
-PEMBROKEP"INES Fl 3 024
Home:

YMMS:
Engine:
license:

Mar 21, 2023 01:53 PM
2017 RAM 1500 Sport
5.itEn9

Mobile:	9545995137
Work· Email:

VtN:	1C6RR6MT7HS824850
Odometer:

TYPE	DESCRIPTION	PART•	QTY.	PRICE	RATE	HOURS	UNETOTAL	
Labc:>r	MIRROR REPLACEMENT	-	-	-	$199.00	2:5	$491.50	
Patt$	COMPLEl}: MIRROR ASSEMBLY
INCLUDING GLAS$		
'1.0	
$1,225.48	-	-	
$:f,225.40	
Sublet/
Misc	
PAINT	-	-	-	-	-	$160.00	

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Labor:

$657.®  ,i

 	 	
Parts:

$1;225.40

$59.69

Hazatd()US Materials:

$0.00

$46.03

TOTAL:·

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Page 152

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ROAD RUNNER
Mobile Auto Detailing
3817 E. Shore Road • Miramar, FL 33023	382

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Phone: 954-793-6153
NAME:	Al-tel(	or:L( c:c-tJo
ADDRESS: ·	

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YOUR BUSINESS IS	SUB TOTAL ( ?-::/-<;· 0t>	
	TAX	-		
APPRECIATED!			
		TOTAL	"f 1,_":f'S• C.O	
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PHONE: 	

RECEIVED BY:

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SIGNATURE

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Page 153

dATE

Name/Address
WALNUT CREEK 7500 NW 20th St
Pembroke Pines, FL 33024

Estimate

Date

Estimate No.

3/22/2023

2023-1805

Purchase Order

Terms
Due on receipt

Due Date
3/22/2023

Rep
LMP

Subtotal	$1,267.02	
Sales Tax (7.0%)	$88.69	
Total	$1,355.71	

Line	Description	Qty	Cost	Total	
1	ACCESS POINT U6 MESH, ETHERNET BLUETOOTH, GBE RJ45 PORT, LED	1	280.01	280.01T	
	WHITE/BLUE, POE.				
2	UNIVERSAL ANTENNA MOUNT	1	45.00	45.00T	
3	CAT6 CABLE NON-PLENUM 1000 FEET	100	0.35	35.00T	
4	CAT 6 EZ-RJ45 CONNECTOR	2	2.005	4.01T	
5	3/16 IN. X 1-1/4 IN. STAR FLAT-HEAD CONCRETE ANCHORS	4	0.75	3.00T	
6	WI-FI ANTENA INSTALLATION LABOR:	6	150.00	900.00T	
	- WIRING FROM ROUTER TO ANTENA LOCATION				
	- BRACKET AND ANTENA INSTALLATION				
	- RJ45 CABLE TERMINATION				
	- WI-FI ANTENA CONNECTION AND CONFIGURATION				

I clearly understand and accept to purchase the products, services and conditions of this quote.

Name/Address
WALNUT CREEK 7500 NW 20th St
Pembroke Pines, FL 33024

Estimate

Date

Estimate No.

3/8/2023

2023-1795

Line

Purchase Order

Description

Terms
Due on receipt

Due Date
3/8/2023

Rep
LMP

Qty

SPEED BUMP
6’ SPEED BUMP – HARDWARE INCLUDED – HEAVY DUTY RUBBER	1
SPEED BUMP END CAP	2
1/4 x 3-1/4 INCH HEX-WASHER-HEAD CONCRETE ANCHOR	10
1 SPEED BUMP WITH END CAPS INSTALLATION	1

I clearly understand and accept to purchase the products, services and conditions of this quote.

Subtotal
Sales Tax (7.0%)
Total

$435.00
$30.45
$465.45

Page 156

Page 157

2/2/2023

2023-1744

Name/Address
WALNUT CREEK 7500 NW 20th St
Pembroke Pines, FL 33024

Purchase Order
INDIVIDUALIZE RIGHT AND LEFT EXIT GATES ON TAFT
Line  j	Description
BDLG BLACK SEALANT

Terms	Due Date
I Qty I Cost
3

Total

BD LOOPS-4 X 10 OR 6 X 8 PREFORMED PAVE OVER LOOP WITH 60'	2
LEAD IN WIRE.
NORTHSTAR 12/24V LOOP DETECTOR
HARNESS FOR RENO BX-3, BX-4, AX2, AX2DL 11 PIN FOR 1 & 2 CHANNEL LOOP DETECTORS
INSTALLATION OF 2 LOOP DETECTORS TO INDIVIDUALIZE RIGHT ARM FROM LEFT ARM FROM OPENING SIMULTANEOUSLY LABOR:
SAW CUT ASPHALT FOR LOOP
SEAL SAW CUT
INSTALLATION AND CONNECTION OF LOOP DETECTOR

I I clearly understand and accept to purchase the products, services and conditions of this quote.

Signature 		Date: 	

Subtotal	$2430.00
Sales Tax (7.0%)	$0.00
Total	Page 158 o.oo

Name/Address
WALNUT CREEK 7500 NW 20th St
Pembroke Pines, FL 33024

Estimate

Date

Estimate No.

2/9/2023

2023-1755

Purchase Order
TAFT RIGHT & LEFEXIT GATE

Terms
-5-0--%-- 100%

Due Date
2-/-3--/2--0-2--3-

Rep
LMP

Line	Description	Qty	Cost	Total	
1	BDLG BLACK SEALANT	3	42.00	126.00	
2	BD LOOP 6' X 10' OR 4'X12'. INCLUDES 50' LEAD WIRE.	1	180.00	180.00	
3	NORTHSTAR 12/24V LOOP DETECTOR	1	114.00	114.00	
4	HARNESS FOR RENO BX-3, BX-4, AX2, AX2DL 11 PIN FOR 1 & 2 CHANNEL	1	30.00	30.00	
	LOOP DETECTORS				
5	INDIVIDUALIZE RIGHT ARM FROM LEFT ARM FROM OPENING	1	1,800.00	1,800.00	
	SIMULTANEOUSLY CLOSE LOOPS LABOR:		
	- SAW CUT PAVERS FOR LOOP		
	- SEAL SAW CUT		
	- INSTALLATION AND CONNECTION OF LOOP DETECTOR		

This is a Changes Order to loop Est. 2023-1748, for work that has already been performed without prior approval due to field circumstance and nature of the work that was being performed per Regions.

This has been added to the meeting book for the Board's review and consideration of ratification and approval during the meeting of 02/21/2023 gp

I clearly understand and accept to purchase the products, services and conditions of this quote.

Subtotal	$2,250.00	
Sales Tax (7.0%)	$0.00	
Total	$2,250.00	

Signature 	 Date 	

Page 159