Reunion East Community Development District

Agenda

July 13, 2023

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Reunion East
Community Development District

219 E. Livingston Street, Orlando FL, 32801 Phone: 407-841-5524 – Fax: 407-839-1526

July 6, 2023

Board of Supervisors Reunion East Community Development District

Dear Board Members:

The regular meeting of the Board of Supervisors of the Reunion East Community Development District will be held Thursday, July 13, 2023 at 1:00 PM at the Reunion Grande, Room E, 7593 Gathering Drive, Kissimmee, FL.
Zoom Information for Members of the Public: Link: https://us06web.zoom.us/j/81019901423 Dial-in Number: (646) 876-9923
Meeting ID: 810 1990 1423

Following is the advance agenda for the meeting:

Roll Call
Public Comment Period
Approval of Minutes of the June 8, 2023 Meeting
Consideration of Proposal for County Road 532 Landscape Enhancement
Consideration of Proposals for Roof Replacement at Seven Eagles
Advantage Roofing, Inc.
Springer-Peterson Roofing & Sheet Metal, Inc.
Review and Acceptance of Pavement Management Plan
Consideration of Proposals for Geotechnical Services for Pavement Evaluation
UES
Intertek PSI
Consideration of Proposal for Increased Preventative Maintenance Services at Seven Eagles Fitness Centers
Consideration of Temporary Construction Easement with IMF Developers LLC
Consideration of Proposal from Guardian Access Solutions for RFID Reader at Reunion Village Gates
Review and Discussion of Five-Year Plan
Staff Reports
Attorney
Presentation of Memo Regarding Ethics Training for Elected Officials and Other Legislative Updates

Engineer
District Manager’s Report
Action Items
Approval of Check Register
Balance Sheet and Income Statement
Replacement and Maintenance Plan
Security Report
Other Business
Supervisor’s Requests
Next Meeting Date: August 10, 2023
Adjournment

Sincerely, Tricia L. Adams

Tricia L. Adams District Manager

Minutes

MINUTES OF MEETING REUNION EAST
COMMUNITY DEVELOPMENT DISTRICT

The regular meeting of the Board of Supervisors of the Reunion East Community Development District was held on Thursday, June 8, 2023 at 1:00 p.m. via Zoom Communication Media Technology and at the Heritage Crossing Community Center, 7715 Heritage Crossing Way, Reunion, Florida.

Present and constituting a quorum:

Mark Greenstein	Chairman
Steven Goldstein	Vice Chairman
Trudy Hobbs (via Zoom)	Assistant Secretary
John Dryburgh	Assistant Secretary
June Wispelwey	Assistant Secretary Also present were:
Tricia Adams	District Manager
Kristen Trucco	District Counsel
Steve Boyd (via Zoom)	Boyd Civil Engineering
Addison Engeman	Boyd Civil Engineering
Alan Scheerer	Field Manager
Garret Huegel	Yellowstone Landscape Services
Victor Vargas	Reunion Security Residents

The following is a summary of the discussions and actions taken at the June 8, 2023 meeting. A copy of the proceedings can be obtained by contacting the District Manager.

FIRST ORDER OF BUSINESS	Roll Call
Ms. Adams called the meeting to order at 1:02 p.m. and called the roll. All Supervisors were present.

Reunion East CDD		June 8, 2023	
Regular Meeting

SECOND ORDER OF BUSINESS	
Public Comment Period	Page 2 of 12	
Ms. Adams opened the public comment period. Resident Lester Blades of 1530 Houston questioned whether there was a response to his written proposal from five months ago for The Stables and requested that it be added to the agenda for the next meeting. Resident Diane Davis of 1540 Corolla Court felt that security improved in their response and helpfulness, but there were issues with construction and trash on some of these construction sites that blew onto houses. Builders were eating chicken and throwing their bones all around a tree several houses down and leaving lunchboxes unattended. There were also hidden “No Parking” signs behind trees, which Ms. Davis took pictures of, but the trees were not cut back. There were guidelines to maintain trees to a certain height as they grew, because roots were damaging the sidewalks. Resident Jill Mulhere of 1211 Radiant Street agreed with the trash issues as her dog chewed on the chicken bones multiple times. There being no further comments, Ms. Adams closed the public comment period. Mr. Greenstein pointed out that trash was an HOA matter, but the builder should be informed. If a tree was blocking vehicles, the CDD would be involved. The Stables would be addressed later in the meeting.

THIRD ORDER OF BUSINESS	Approval of Minutes of the May 11, 2023
Meeting
Ms. Adams presented the minutes from the May 11, 2023 meeting, which were included in the agenda package and were reviewed by District Counsel and the District Manager.

Mr. Goldstein MOVED to approve the Minutes of the May 11, 2023 Meeting and Mr. Dryburgh seconded the motion.

Ms. Wispelwey pointed out that the minutes were full of acronyms and suggested what the acronym stood for be included. Ms. Adams noted for the purpose of having information on the record regarding the agreements with Kingwood and the Master Association, the Reunion West CDD Board requested included a summary of the workshop minutes at the beginning of every minutes and questioned whether the Board wanted the same. There was Board consensus to include them.

Reunion East CDD	June 8, 2023
Regular Meeting	Page 3 of 12

On VOICE VOTE with all in favor the Minutes of the May 11, 2023 Meeting were approved as presented.

Review and Acceptance of Pavement Management Report (Item 5)
Mr. Boyd apologized for the report taking longer than anticipated to complete. Mr. Dryburgh requested a copy of the report electronically prior to the meeting in order to be prepared for the presentation. Ms. Adams stated that it was sent electronically last night. Mr. Boyd was open to taking questions or comments after the meeting.
Mr. Boyd drove and walked through all of the roads in Reunion East, taking photos and grading the roads, based on a Pavement Condition Index Methodology, which was included in Appendix D. The grading scale was based on the square feet of the roadway, stress of the roadway, approximate area of distressed areas and severity, in order to come up with a score. Tables 2 through 5 included recommendations and a sequence of action. The roads with the heaviest traffic had the most severe distress. Considering the age of the pavement surfaces, the District’s roads were in reasonable condition for what was expected for a pavement surface that was 20 years old. The one exception, which was unrelated to the age, was on Spine Road between 545 and the gatehouse. There was significant settlement, due to the storm pipe underneath it, which either had soil intrusion or a problem with the base. On Tradition Boulevard from Spine Road to I-4, they were recommending remediation as soon as possible. In Table 3, they were recommending resurfacing within the next two years, followed by roads that were in generally good condition, but because they were approaching the end of their life, they planned for resurfacing in either the 2030 or 2035 timeframe. The report did not address the exact improvement because they needed to get a core sample to verify the existing pavement depth and base condition prior to making a final recommendation of the resurfacing, to affect traffic as little as possible. They must mill to an appropriate depth to get the new layer where it needed to be, but based on what they observed, there appeared to be no base issues, although the pavement was showing its age in many locations.
Mr. Greenstein appreciated how the report was broken out as it identified the work that was required as soon as possible, sections for the next two years and the long-term work between 2030 and 2035 in the remaining areas, but not all areas. Mr. Boyd explained that every road in the District was identified and by the end of the 2035 timeframe, recommended that all of roads be resurfaced. Mr. Greenstein estimated that 10% of their roadways were in the “As soon as possible” category. Mr. Boyd pointed out that it was 10% or less, with Tradition, Spine and Reunion

Reunion East CDD	June 8, 2023
Regular Meeting	Page 4 of 12

Boulevard being the priorities, followed by Gathering Drive towards the golf academy. In Mr. Greenstein’s opinion, everything in the tables should be manageable from a financial standpoint. Ms. Adams recommended that the Board prioritize Tables 2 and 3 and authorize the District Engineer to obtain competitive proposals for the geotechnical work and provide at the July meeting. Mr. Greenstein asked if finalizing Reunion West’s report would impact the status of this report. Mr. Boyd did not believe so as there was nothing urgent and recommended proceeding with Spine Road and Tradition Boulevard before they get worse.
Ms. Wispelwey felt that there should be a turn lane or less abrupt turn going south on Old Lake Wilson Road, turning right onto Spine Road. Mr. Dryburgh recalled there would be four lanes, a turn lane and stop light. Mr. Boyd noted that there were plans to widen it to four lanes and include a median. There was Board consensus for the District Engineer to obtain competitive proposals for the geotechnical work for Tables 2 and 3 and for the District Manager to include a budget item for Fiscal Year 2024 for the roadwork and include the Pavement Management Plan on the next agenda for acceptance.

Engineer (Item 7B)
Mr. Boyd reported that the site improvements were complete for the access gates on Davenport Creek Bridge and he and Mr. Scheerer were assisting the gate installer. Mr. Dryburgh questioned the status of the traffic calming. Ms. Adams stated it would be addressed.
Engineering staff left the meeting.

FOURTH ORDER OF BUSINESS	Consideration  of  Resolution  2023-09
Appointing Assistant Treasurer
Ms. Adams presented Resolution 2023-09, appointing Mr. Darrin Mossing, Sr. as Assistant Treasurer. Mr. Mossing was the owner of Government Management Services (GMS) and an accountant by trade. Having him as an Assistant Treasurer would allow him to assist with management of the financial records. This resolution was being presented to all Districts in Central Florida and was recommended for approval.

On MOTION Mr. Greenstein seconded by Mr. Goldstein with all in favor Resolution 2023-09 Appointing Darrin Mossing as Assistant Treasurer was adopted.

Reunion East CDD	June 8, 2023
Regular Meeting	Page 5 of 12

FIFTH ORDER OF BUSINESS	Review  and  Acceptance  of  Pavement
Management Report
This item was discussed earlier in the meeting.

SIXTH ORDER OF BUSINESS	Discussion  of  HVAC  Quotations  at
Heritage Crossing Community Center
Ms. Adams reported that Mr. Scheerer has been working on this item for several months regarding the replacement of the HVAC system at the Heritage Crossing Community Center (HCCC), gathering competitive proposals and some options for the Board to consider. This item was contemplated as part of the Replacement and Maintenance Plan for the current fiscal year.
Mr. Scheerer presented proposals from three reputable HVAC companies; Folsom Services, Inc., Franks Air Conditioning and Dell Air; however, only Folsom Services, Inc. and Franks Air Conditioning submitted proposals. There were six rooftop units on this building, requiring crane removal and replacement. There were two 10-ton package units and four 12.4-ton package units. Folsom Services Inc. dealt mainly in Carrier, but Carrier could not adapt to the current system that was on the roof. They wanted to install a Trane system, the same system that Franks Air Conditioning proposed. The only difference in the proposals were that Franks Air Conditioning wanted to switch the manual outside air handlers to motorized, which they currently did not have and did not know if there was the need for one. They also wanted to do some soundproofing and replace all of the duct work. The duct work did not need to be replaced. There was insulation around the outside that would be replaced during removal and installation. The budget amount for this year was $132,862, which was in the current budget. The Folsom Services, Inc. proposal for the six units was $216,293.72 and the Franks Air Conditioning proposal was
$161,090. HCCC must be closed during the crane process.
Mr. Scheerer pointed out that the goal would be to remove a couple of units, get them running and move on to the next couple of units. There was a five-year warranty on the compressor and one year manufacturing warranty. All thermostats would be replaced with programmable thermostats that would be tied into the United Fire system. All ducts had smoke detectors, which would work with the United Fire system, but the system must be taken offline while the units were being installed. Mr. Greenstein felt that there was no reason to spend $50,000 more. Mr. Scheerer agreed, as they started this process in February and by the time they start receiving funding from the Tax Roll, it could be eight to ten months before some of these projects started. Unfortunately,

Reunion East CDD	June 8, 2023
Regular Meeting	Page 6 of 12

there was a cost to do business, the longer they waited. Ms. Adams confirmed that there was funding in the Repair & Maintenance (R&M) Fund. Mr. Greenstein noted they had ample reserve funds and was amazed they were able to get 20 years out of this equipment. Mr. Goldstein pointed out that the warranties and units were comparable, the quality of service with Franks Air Conditioning exceeded Folsom Services, Inc. and the price was the best that they could get.

On MOTION Mr. Goldstein seconded by Mr. Goldstein with all in favor the proposal with Franks Air Conditioning for HVAC services in the amount of $161,090 was approved.

SEVENTH ORDER OF BUSINESS	Staff Reports
Attorney
Ms. Trucco recalled tracts that Ms. Wispelwey identified in the Reunion Village 1C replat that the CDD may be responsible for that were not conveyed by Orlando Health, Inc. to the CDD at the last Board Meeting. They reached out to the developer, EHOF Acquisitions II, LLC., who confirmed that there was currently a mortgage over Tract RW-1 and three open space tracts, OS- 1, OS-3 and OS-4. The developer was working with their attorneys to modify the mortgage over those tracts before they were conveyed to the CDD.
Ms. Trucco noted the following changes in the Legislature:
The minimum age to drive a golf cart was no longer 14 years of age. It was 16 with a permit or 18 with a valid Driver’s License. There was also a requirement that an 18-year-old must have a Government issued photo ID card.
Water Control Districts could designate their roads as permissible for golf cart use. In the past, the Statute only provided counties and municipalities the ability to designate their roads for golf cart use. Staff would monitor this.
House Bill 199, a revision to Chapter 112 was passed into Law. Starting on January 1st, Board Members were required to complete four hours of ethics training. There would be information in the coming months.
Ms. Trucco heard from Kingwood’s counsel regarding the Irrigation System Operating Agreement. Ms. Carpenter was in the process of reviewing it and would bring it before the Board next month for final approval. Mr. Dryburgh assumed that nothing changed as far as legality requirements for golf carts. Ms. Trucco confirmed that nothing changed, but if District roads were

Reunion East CDD	June 8, 2023
Regular Meeting	Page 7 of 12

permissible for golf cart use, the driver must be 18 years old versus 14 and everything else still applied.

Engineer
This item was discussed.

District Manager’s Report
Ms. Adams recalled at last month’s meeting when the number of registered voters were discussed for 2023, Mr. Dryburgh inquired about the number of registered voters in 2022. In the Reunion East CDD boundaries, as of April 15, 2023, there were 718 registered voters and as of April 15, 2022, there were 716 registered voters. Ms. Adams was in contact with Osceola County regarding the Planned Unit Development (PUD) for Reunion relating to the ability to permit The Stables in a way other than what it was currently permitted for. She advised the county that the Board was considering recreational use of the parcel or turning it into a parking area such as for boat and RV storage, including a recreational facility that would eventually be permitted for food and beverage or alcohol. They indicated that the District would need to submit a minor modification to the permit in order for them to answer that question and requested direction from the Board in terms of the most desirable uses. Using the facilities for recreational purposes and food and beverage were different than using the facilities for additional parking areas.
Mr. Dryburgh recalled at one time a company wanted to use this facility for wedding venues, which would include serving alcohol and food. Mr. Goldstein clarified that they would not sell alcohol. Ms. Adams could not speak to any previous due diligence regarding the appropriateness of permitting that location for this use, but the District as the owner would want to do their own due diligence before soliciting for proposals. Mr. Dryburgh pointed out that a group had the desire to improve the facility at their own expense and offer products for sale. Legal had an issue because the District may or may not be allowed to make a profit on a product that was paid for through public use funds, which was separate and distinct from the legal issue. In order to respond, the District must have a cost to modify it if they were interested in using the building for recreational food and beverage. Mr. Greenstein pointed out that the Board fully intended to change the status of the building as it was underutilized, there was interest from other parties and the community would like to see The Stables utilized. Ms. Wispelwey asked if there was the option of selling the building. Mr. Greenstein stated that was a last resort.

Reunion East CDD	June 8, 2023
Regular Meeting	Page 8 of 12

Ms. Trucco recalled that the Board explored this in the past and it was explained that The Stables were financed with tax exempt bonds and a private organization could not make a profit with that building. Ms. Wispelwey clarified that the bonds would be paid off when it was sold. Ms. Trucco advised that they must redeem the bonds first and it was currently subject to a Management Services Agreement (MSA) with Reunion. Mr. Greenstein confirmed that it was covered by a MSA and they wanted to ensure that it did not fall apart. Ms. Trucco recalled that the MSA was approved in 2018 and provided to Bond Counsel, but there was a question of whether a private organization could make a profit. Mr. Dryburgh questioned the amount of the bonds if they must be paid off. Ms. Trucco stated $600,000 was used to construct The Stables, but there was no formal analysis and they would need to get Bond Counsel involved, which was cumbersome as there was a restriction for only 5% non-qualified use. Mr. Dryburgh noted they could sell it and it would not be part of that percentage and once they sold it to an investment group, it was not part of the total. Ms. Trucco offered to have Bond Counsel perform an analysis.
Mr. Dryburgh asked if they were buying the land and the building or just the building because if the CDD continued to own the land and provide a 30-year lease on the land, they could take the building for $600,000, assuming the bonds were paid off first. Mr. Greenstein noted there were financial implications if they sold the building, but if the Board wanted to use the facility for a recreational purpose, they needed to go before the county to modify the permit for a recreational purpose since it is not an equestrian feature as previously planned. Ms. Adams noted it not a modification of a permit, but a modification of a PUD, which she has done in other Districts. Ms. Wispelwey stated the options were to sell the building, turn it into a parking lot for boat and RV storage, use it for a Reunion Resort purpose or have an independent option. Ms. Adams noted that the Board was not restricted to just those options and if the Board wanted it to be a recreational food and beverage type of operation, they could solicit proposals. Ms. Trucco advised that vendors could not make a profit because they already reached their non-qualifying use and were restricted and suggested obtaining a formal opinion from Bond Counsel. Mr. Greenstein preferred to go to the county to change the zoning because it gets it on the record as Kingwood under the MSA, had control over the building as they were managing the building on the District’s behalf and would have the option to enhance the facility. Mr. Dryburgh suggested that the Board look at their maintenance as the building was rapidly falling apart. Mr. Greenstein recommended that the Board direct GMS to make a minor modification to the PUD. There was Board consensus to proceed

Reunion East CDD	June 8, 2023
Regular Meeting	Page 9 of 12

with the recreation and/or food and beverage option and obtain a proposal from Bond Counsel to perform an analysis. Mr. Greenstein requested that this item be included on the Action Items List as an ongoing project. Ms. Adams would communicate the Board’s decision to Kingwood. Mr. Dryburgh questioned whether the sale of the building would include the trash dump. Ms. Trucco would look into the Board’s options as it would change the acreage of the CDD, which would require a Contraction Ordinance by the county.

Action Items List
Ms. Adams presented the Action Items List, which was included in the agenda package. Regarding the traffic calming, the radar display signs for Reunion West funded for this fiscal year would be installed soon. Now that they had the priority areas to be resurfaced in the next two or three years, they could determine if there was any overlay with areas that were recommended for speed calming devices and report to the Board; however, it would be deferred until after the paving project was completed. Mr. Dryburgh agreed. Ms. Wispelwey recalled discussion about speed bumps on Excitement Drive. Ms. Adams confirmed that would look at locations recommended by Security based on where people tended to pick up speed and from the most complaints communicated to Reunion Security.
Mr. Scheerer reported that all of the improvements installed in the roundabout with the pedestrian crossing were completed. New signs were installed. A tree was removed and the area was graded and re-sodded today. He talked to Fausnight Stripe & Line about using triangle stenciling before all pedestrian crosswalks. They were going to use an OUC pole on the Davenport Creek Bridge to include a “Pedestrian Ahead” sign towards the traffic circle in order for anyone coming through the traffic circle from any direction to see. The swing set was being installed and the border was in. They were supposed to set the poles, but it was raining. The swings would not be installed until after the concrete was set and the poles were delivered, which was expected the first of next week. The Seven Eagles pool furniture was delivered and installed a month ago and it looks good. All of the Palm trees were trimmed by Yellowstone today. Seed pods were dropping all over Seven Eagles. Yellowstone started at Seven Eagles and were going around all of the pools. The fountain replacement in Seven Eagles was turning out to be a difficult as he only received one proposal after contacting half a dozen contractors. He was going to try another source and bring it back to the Board.

Reunion East CDD	June 8, 2023
Regular Meeting	Page 10 of 12

Mr. Scheerer reported that they were waiting on parts for the RFID at the Reunion Village gate. They will need internet through Reunion IT. Mr. Goldstein understood that they had internet as there was a satellite dish. Mr. Scheerer would find out what the satellite dish was hooked up to. Mr. Dryburgh questioned residents not being able to visually see safety signs. Mr. Scheerer reported that a tree was removed to make it safer for people to cross the street by the roundabout. Mr. Dryburgh asked whether it was Security’s job to inform Mr. Scheerer about “No Parking” signs that could not be viewed and report to Mr. Greenstein once a month on the 15 signs that could not be viewed. Ms. Wispelwey pointed out that two signs were down. Mr. Dryburgh requested this as an action item to discuss how many were corrected and left to be corrected. Mr. Greenstein recommended getting the Master HOA to commit to a schedule of when canopies would be raised on all trees because the canopy was too low and they were responsible for maintaining the area. Mr. Dryburgh agreed that trash and trees were the responsibility of the Master HOA.
Mr. Scheerer reported that annually, the sidewalks were inventoried for health and safety issues and any sidewalks over a quarter inch would be removed. They cut tree roots out as it caused the sidewalks to lift. Mr. Dryburgh understood if the root goes deep enough and did not push the sidewalk up, it was not addressed. Mr. Scheerer explained even though they had roots infiltrating the asphalt, they were only addressing the sidewalks at this point, as the asphalt would be addressed during the mill and resurfacing process. They do this every year, starting in October or November, but throughout the year, if someone sees a cracked or damaged sidewalk, Mr. Scheerer requested a picture and address and would have it taken care of. They did not address cosmetic issues. There being no other action items, Ms. Adams would include the vegetation around signage and The Stables on the Action Items List.

Approval of Check Register
Ms. Adams presented the Check Register from May 1, 2023 through May 31, 2023 in the amount of $334,691.79, which was included in the agenda package.

On MOTION by Mr. Goldstein seconded by Mr. Greenstein with all in favor the May Check Register was approved.

Reunion East CDD	June 8, 2023
Regular Meeting	Page 11 of 12

Balance Sheet and Income Statement
Ms. Adams presented the Unaudited Financial Statements through April 30, 2023, which were included in the agenda package for informational purposes.

Replacement and Maintenance Plan
Ms. Adams presented the Replacement and Maintenance Plan, which was included in the agenda package. The dates were updated each month. The Field Manager was gathering quotes for roof replacement and work on the arbors. It was provided for information purposes and no Board action was required. Mr. Greenstein questioned what work was being performed on the arbors. Mr. Scheerer stated that Yellowstone removed vegetation from the arbors so they could be refurbished. Rotted wood would be replaced, it would be repainted and have new landscaping. Mr. Greenstein clarified this was the arbor in Patriots Landing. Mr. Scheerer hoped to complete the repair in the next week. Mr. Dryburgh questioned the best time of year to resurface the roads. Ms. Adams stated that they preferred to resurface the roads during the off-peak season as traffic was less during the summer months, but the chance of being interrupted by a weather event increased. Mr. Greenstein suggested breaking the work out into pieces.

Reminder of Form 1 Filing Requirement Deadline: July 1st
Ms. Adams reminded the Board to complete their Form 1, Statement of Financial Interest and file with the county elections office. If anyone had not received their packet from the county and needed an electric copy and instructions for filing, she requested they notify her as this was a time sensitive item and fees were imposed for late filings. Mr. Dryburgh recalled that they could Fax the forms to the county. Ms. Adams pointed out that they could also be emailed. Mr. Greenstein would verify that the latest revision to the form was available on the State website.

Security Report
Mr. Vargas presented the May Security Report, which was provided under separate cover. There were 281 violations. An accident occurred in the community this past weekend at 5:00 a.m. when a resident fell asleep behind the wheel and crashed into a tree. The street had to be closed for several hours. Ms. Wispelwey heard that there was an underage party in Homestead. Mr. Vargas reported that the party was shut down by Midnight. In the last three months, there were two house parties. Mr. Greenstein recalled at the Reunion West meeting, it was reported that many

Reunion East CDD	June 8, 2023
Regular Meeting	Page 12 of 12

vehicles were parking on sidewalks and driveway pad. Security was going to pay additional attention and go through the notification process, as it was a violation of State Law to block a sidewalk. If the behavior was not corrected, the car would be towed. Ms. Adams pointed out that a car would be towed in accordance with the District parking rules.

EIGHTH ORDER OF BUSINESS	Other Business
There being none, the next item followed.

NINTH ORDER OF BUSINESS	Supervisor’s Requests
There being none, the next item followed.

TENTH ORDER OF BUSINESS	Next Meeting Date – July 13th, 2023
Ms. Adams stated the next meeting was scheduled for July 13, 2023 at 1:00 p.m. at this location.

ELEVENTH ORDER OF BUSINESS	Adjournment

On MOTION by Mr. Dryburgh seconded by Mr. Goldstein with all in favor the meeting was adjourned.

Secretary/Assistant Secretary	Chairman/Vice Chairman

Section IV

Proposal For	Location

Proposal #302103
Date: 04/12/2023 From: Garrett Huegel

Reunion East & West CDD
c/o GMS-CF, LLC
1408 Hamlin Avenue Unit E
St Cloud, FL 34771

main: 407-841-5524
mobile: 407-398-2890

1590 Reunion Blvd
Kissimmee, FL 34747

Plant Removal and Sod Install on CR 532	Terms: Net 30

This proposal includes removing the existing plant material and adding zoysia turf in the island across from the fire station on CR 532. Also we will be modifying the irrigation and changing the spray heads to rotors for the new turf.

ITEM DESCRIPTION

Quantity

General Labor	40.00
Zoysia Sod	4.00
6" Rotor	6.00
1" PVC Pipe	8.00
1" PVC Fittings	20.00

Client Notes

SUBTOT	AL	$6,393.11	
SALES	TAX	$0.00	
TOTAL	$6,393.11	

Signature x
Signature above authorizes Yellowstone Landscape to perform work as described above and verifies that the prices and specifications are hereby accepted. All overdue balances will be charged a 1.5% a month, 18% annual percentage rate.
Limited Warranty: All plant material is under a limited warranty for one year. Transplanted plant material and/or plant material that dies due to conditions out of Yellowstone Landscape's control (i.e. Acts of God, vandalism, inadequate irrigation due to water restrictions, etc.) shall not be included in the warranty.

Contact	Assigned To

Print Name: 	

Title: 	

Garrett Huegel ghuegel@yellowstonelandscape.com

Date: 	

Section V

Section A

E S T I M A T E

Advantage Roofing Inc 6903 Partridge Lane
Orlando, FL 32807
(407) 678-9721

Allen Scheere
1364 Seven Eagles Ct. Kissimmee, FL 34747
(407) 398-2890
ascheerer@gmscfl.com

Sales Representative

Anthony Martell
(407) 219-0989
Anthony@roofingadvantage.com

Estimate #

Date

5/18/2023

E-1466

Advantage Roofing Inc. is dedicated in combining its resources to ensure the highest quality of workmanship and commitment. We have familiarized all personnel with project conditions and are familiar with all local building codes. Thank you for the opportunity, time and attention in your process of choosing a qualified contractor.

RE-ROOF PREPARATION
Cover all plants and shrubbery with tarps to eliminate damage and catch all loose trash and nails. Obtain and post all necessary permits in accordance with all local codes.
Remove existing roof: Shingle roof to wood decking/Roof Over No Tear Off (Flat) (Roof type).
Removal of extra shingle or Flat roof layers will be charged at an additional cost of $25.00 Per SQ. (Only when applicable)

ROOFING SYSTEM
Re-nail decking per FL. Hurricane Mitigation Requirements. (8D RING SHANK NAILS PER FL BUILDING CODES)
Install new: CertainTeed Architectural Landmark Shingles in accordance with manufacturers specifications and all local codes. (Lifetime 50 Yr Warranty / 130 MPH Wind Rating)
Install new: GAF Energy Star Everguard 60 Mil TPO Membrane Flat Roof system in accordance with manufacturers specifications and all local codes. (15 Yr Warranty)

WOOD WORK
Replace defected/rotten wood at an Additional cost: $95.00 per sheet plywood.
Replace defected/rotten wall, chimney flashing, plank and fascia boards at an Additional cost: $7.50 per Lin. Ft.  ($150.00 Wood Credit)

UNDERLAYMENT/DRY-IN
Install Synthetic Double Layer (Shingle Underlayment) / 3 oz Separator Sheet (Flat)throughout entire roof deck.
Install Peel & Stick Leak Secondary Water Barrier in the following vulnerable areas that apply (Valleys, Penetrations, Skylights, and Chimneys).

EAVE DRIP, FLASHING & SKYLIGHTS
Install New eave drip/ TPO clad metal.
Install new lead plumbing boots painted to match roof.
Furnish and install new valley metal over peel and stick membrane.
Remove and install new glass double pane curb mount skylights. (If Applicable)

VENTILATION, CAP & STARTER SHINGLES
Furnish and install new shingle over ridge vents OR New 4 ft. off ridge vents. Furnish and install new goose neck vents. (If Applicable)
Install CertainTeed Shadow ridge hip and ridge cap shingles.
Install CertainTeed required starter shingles at eave.

 JOB COMPLETION
Clean job site thoroughly each day and remove all job related debris from premises. Magnetically drag job site for any loose nails. Request all necessary permit inspections (Please do not remove any county permits until final inspections have been completed).

WORKMANSHIP WARRANTY
Workmanship warranted against ALL LEAKS AND DEFECTS for Five (5) Years from date of completion. Manufacturers warranty applies to materials only. Warranties are transferable one time.

Shingle/Flat Roof Replacement

$134,962.00

Price

Item

ADVANTAGE ROOFING INC. hereby propose to furnish labor, materials, insurance, permits and fees, dump fees, supervision, equipment, qualified installers, and TAXES: complete in accordance with the above specifications.

Sub Total

$134,962.00

Total

$134,962.00

Payment Due In Full at Completion. (3% Convenience fee for all credit Card Payments) This proposal is subject to acceptance within 30 days and is void thereafter at the option of the Licensed Contractor.

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

TERMS & CONDITIONS

This contract and any agreement pursuant thereto is between Advantage Roofing Inc. hereinafter referred to as the “Co” or “Company” and the customer(s) named herein on the will be subject to all appropriate laws, regulations and ordinances of the state of Florida and the terms and conditions. The above proposal, specifications and conditions are satisfactory, and Advantage Roofing is hereby authorized to do the work as specified. This proposal is subject to acceptance within 30 days and is void thereafter at the option of the Licensed Contractor. Should default be made in payment of this contract, charges should be added from the date their of completion at a rate of (1 ½) percent per month, 18% per year with a minimum charge of $ 2.00 per month, and if placed in the hands of an attorney for collection, all attorney fees, legal, and filing fees shall be paid by customer accepting said contract.

According to Florida’s Construction Lien Law (sections 713.001-713.37, Florida Statues), those who work on your property or provide materials and are not paid in full have the right to enforce their claim for payment against your property. This claim is known as a construction lien. If your contractor or subcontractor fails to pay subcontractors, sub-subcontractors, or materials supply or neglect to make other legally required payments, the people who are owed money may look to your property for payment, even if you have 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 on your property it could be sold against your will to pay for labor, materials, or other services that your contractor or subcontractor may have failed to pay. Florida construction lien law is complex and is recommended that whenever a specific problem arises, you should consult an attorney.

All Contracts are subject to approval of our credit department and office without exception. The person executing this contract must obtain the approval of the officer of the company for this contract to be effective under any conditions. THIS CONTRACT CAN NOT BE CANCELLED ONCE WORK IS COMMENCED EXCEPT BY MUTUAL WRITTEN AGREEMENT OF THE PARTIES.

Owner Responsibilities: Owner(s) warrants to Contractor that he/she/they is the legal owner of the property. Owner(s) agrees to provide to Contractor electric power and water for construction purposes at no charge to Contractor. Owner(s) shall make himself/herself available during work for clarification of specifications, approval of additional work and to provide adequate access to the property as may be required. Owner(s) acknowledges that the removal of permanently attached building materials often disturbs and vibrates the existing property. The noise, debris, and vibration generated from the work may cause inconvenience to Owner(s) and changes to Owner(s) property including but not limited to: interior wall cracks, flaking of wall paint, debris falling into attic, dust, disturbance to shrubbery and lawns, small divots or ruts in yard from equipment, small divots in the driveway from equipment such as roll-off containers and dump trailers. As a precaution, Owner(s) shall remove from walls or ceilings items such as, but not limited to, chandeliers, paintings, pictures and any breakables. Owner(s) shall remove or move at least 10’ away from work area any outdoor furniture, grills, planters, etc. Contractor shall not be responsible for any of the aforementioned property damage or for any inconvenience experienced by Owner(s) as a normal consequence of the work. The company shall have no responsibility from damages from fire, tornado, windstorm, or other perils, as is normally contemplated to be covered by homeowner’s insurance or unless a specified written agreement be made therefore prior to commencement of the work. Company shall not be reliable for failure of performances due to labor controversies, strikes, fires, whether, in ability to obtain materials from usual sources, of any other circumstances beyond the control of the company, weather of a similar or dissimilar nature. Acts of extreme nature voids all warranties. “Co.” cannot be held responsible for any form of mold damage. Manufacturer’s warranty applies to materials. Workmanship warranty does not apply to items that were not replaced (i.e. Skylights). Advantage will not be responsible for previous structural issues, plumbing line damage due to improper installation from re-piping, driveway damage, gutters, soffits, nor solar panels.

Defects: Owner understands that there may be existing defects which may not be discoverable until work has commenced. Unless specifically included in the work description and specifications, the cost for labor and materials to repair such defects is not included in the Contract Price. Owner(s) and Contractor agree that the cost for labor and materials to repair such defects will be estimated in writing as needed at the time of discovery and, upon written acceptance, the cost for same will be in added to the Contract Price.

Contractor Workmanship Warranty: Contractor warrants its workmanship against defects in the workmanship only for the period set forth in this Agreement from the date of completion of the work. However, said warranty shall be null and void under the following circumstances: (1) if Owner(s) fails to pay any sum owed to Contractor under this Agreement and any applicable change orders; (2) if Owner(s) fails to provide written notice to Contractor within ten (10) days of discovering any defect in Contractor's workmanship; (3) if Owner(s) permits any third party to alter or repair any of the work performed by Contractor in any way; (4) if defect is the result of Owner(s) failure to properly maintain and clean gutters at least twice per year; or (5) if defect is the result of Owner(s) failure to provide normal and routine care and maintenance as to the work. Contractor does not warrant the labor of items such as caulking materials, sealant, reflective coatings, painted surfaces, or metal materials.

If material has to be re ordered or re stocked because of cancellation by the customer there will be a restocking fee equal to twenty five percent (25%) of the contract price. If this contract is cancelled later than three days from execution, the customer shall pay to the Company twenty five percent (25%) of the contract price as liquidated damages, not as a penalty, and the company agrees to accept such as reasonable and just compensation for said cancellation.

Any representations, statements or other communication not written on this contract or agree to be in material, and not relied on by either party, and do not survive the execution of this contract. The company is not responsible for construction problems of your home.

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: 1940 North Monroe Street.
Tallahassee, FL 32399-0783 Tele:850-487-1395 Website: www.myfloridalicense.com

Customer Signature: 	 Date: 	

Section B

COMMERCIAL PROPOSAL AND CONTRACT

State License CCC037012	PO Box 1648 • Eaton Park, FL 33840 • (863) 665-1163 • (863) 666-2468 Fax

To: GMS Central Florida 219 E. Livingston St Orlando, FL 32801

Attn:	Alan Scheerer

Phone: (407) 841-55243	Date: June 2, 2023
Email: ascheerer@gmscfl.com

Job Name: WO# 75600 -1364 Seven Eagles CT

Page 1 of 3

Springer-Peterson Roofing & Sheet Metal, Inc. ("Contractor") proposes to perform the following Scope of Work:
Shingle Roof
Remove existing Shingle roof/underlayment down to wood deck and dispose of properly.
Inspect decking for damage or deterioration. **See notes below**
Re-nail the existing decking to wood trusses 6" on center to meet Florida Building Code.
Furnish and install (1) layer of Polyglass IRX-E peel and stick underlayment per manufacturer's requirements and Florida Building Code.
Furnish and install architectural shingles per manufacturer's requirements and Florida Building Code. Color Selection.	
6F.urnish and install eave drip and valley.
Furnish and install off ridge vents at existing locations.
Furnish and install new lead boots at all existing plumbing stacks.
Furnish Springer-Peterson Roofing & Sheet Metal, Inc 2-year workmanship warranty.
Furnish Limited Lifetime Manufacturers Material Warranty.

Exclusions:
Deteriorated plywood decking to be removed and replaced at $5.75 a square foot.
Deteriorated Fascia Board to be removed and replaced at $5.75 a LF.
Anything not listed in above scope of work.

Flat/TPO Roof
Remove existing membrane and dispose of properly.
Mechanically attach 1/2" coverboard over existing roofing assembly.
Mechanically fasten .060 mil TPO per manufacturer's specifications and Florida Building Code.
Adhere .060 mil TPO to base parapet walls per Manufacturer's specifications and Florida Building Code.
Flash all pipes, curbs and other penetrations per manufacturer's specifications and Florida Building Codes.
Fabricate and install 24 GA. Galvanized Kynar counterflashing at parapet walls and curb terminations.
Provide Springer-Peterson Roofing and Sheet Metal lnc.'s 2 Year Labor Warranty.

Exclusions:
Wood deck replacement at $8.50 a Sq. Ft if needed.
Mechanical, electrical and plumbing work excluded.
Any work not mentioned above excluded.

Price:	$157,542.00

Terms and Conditions	Page 2 of 3

Due to raw material volatility, material pricing is only valid for 14 days. Price of materials to be determined at time of shipping and any price increases will be the responsibility of the owner. Please see paragraph 8 in attached Terms and Conditions.

NOTES:
TERMS AND CONDITIONS: The terms and conditions are set forth on the reverse side or attached are a part of this proposal.
Every effort will be made to properly protect the landscaping.
All old roofing materials and other debris will be removed from the job site leaving the prope,ty in a clean and orderly condition.
This bid does not include repairs to or replacement of deteriorated sheathing, insulation, roof decking, wood work or the removal or disposal of asbestos materials.
Should it become necessary to collect this account through an attorney or by legal proceedings, the prevailing party shall be entitled to recover all of its expenses incu"ed in collecting the claim, including reasonable attorneys' fees and costs.
Cost to lower existing roof drains, if required, is not included.

We propose hereby to furnish labor and material in accordance with above specifications for the sum of:
One Hundred Fifty-Seven Thousand, Five Hundred and Forty- Two & 00/100 Dollars ($157,542.00)
TERMS: Invoiced monthly and upon completion. All invoices are due upon receipt. If the invoice is not paid upon receipt, interest will be charged at 18.25% per annum.

All work to be completed in a workmanlike manner according to standard practices. Any alteration from above specifications involving extra costs will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Our workers are fully covered by Workman's Compensation insurance.

Note: Due to the continuing increases in metal, isocyanurate and petroleum based products, this proposal may be withdrawn by Springer­ Peterson if not accepted within 30 days. Thereafter, if there is an increase in the price paid by Springer-Peterson for these products, the amount of this proposal shall be similarly increased to reflect our increased costs to obtain materials.

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

Date of acceptance:	

Signature:	

Section VI

REUNION EAST CDD
PAVEMENT CONDITION EVAULATION AND RECCOMENDATIONS

June 7, 2023

PREPARED FOR:
REUNION EAST COMMUNITY DEVELOPMENT DISTRICT BOARD OF SUPERVISORS

PREPARED BY:
Steven N. Boyd, P.E. Boyd Civil Engineering, Inc.
6816 Hanging Moss Rd.
Orlando, FL 32807

TABLE OF CONTENTS
Introduc�on and Objec�ve	1
Methodology	1
Data Collec�on	1
Analysis:	1
Summary of Findings	2
Recommenda�ons	5
APPENDIX	6
APPENDIX A – LOCATION MAPS	6
APPENDIX B – PCI WORKSHEETS	6
APPENDIX C – PHOTO LOG	6
APPENDIX D- Pavement Condi�on Index (PCI) Best Prac�ces Methodolody	6

Introduc�on and Objec�ve

The CDD owned roads within the Reunion East Community Development District were constructed between 2002 and 2005 with most being completed and in use by the end of 2004. As all of the roads are approximately 20 years old the Reunion East CDD Board of Supervisors commissioned this report for the purpose of evalua�ng the present condi�on of the road surfaces and providing for recommenda�ons for current and future maintenance requirements.
The areas included in this study are shown on Maps 1 through 4 in Appendix 1. Recently completed roads in the Reunion Village project areas adjacent to I-4 were
not included as they are new roads and are not the subject of this report.
Methodology
Data Collec�on:
Site visits were conducted between March 25, 2023, and May 26, 2023. Each of the roads were driven slowly looking for signs of distress to include alligator cracking, setlement, potholes, or other disturbances to the pavement surface. Areas showing signs of disturbance were walked and photographed.
Analysis:
In order to evaluate and rate the condi�on of the observed condi�ons, each sec�on of road way was evaluated using the Pavement Condi�on Index (PCI) method. This best prac�ces approach is described in more detail in Appendix 4. The methodology assigns value and deducts for the type of defect, severity and area of observed distress.
Ra�ngs fall within the following classiﬁca�ons:

Very Poor	0-10	
Poor	10-25	
Fair	25-40	
Good	40-50	
Very Good	70 or above	

The PCI Worksheets for each roadway segment are included in Appendix 2, with photos of observed distress shown in Appendix 3.

Summary of Findings

Generally, the asphalt surfaces are in reasonable condi�on given their age and use. The most commonly observed condi�on was nonstructural alligator cracking which takes place over �me as the asphalt ages and loses its originally plas�city. The underlying base appears to be in good condi�on with the excep�on of a few loca�ons iden�ﬁed in this report.
Informa�on regarding recommended improvements and priori�za�on is presented in the following sec�on. Detailed informa�on regarding the PCI scoring of each roadway is presented in Appendix B.
The below provides a summary of roadways evaluated (in alphabe�cal order) and the overall
PCI ra�ng.
Alleys were not individually evaluated and are not presented in this report. In the recommenda�ons sec�on, it will be recommended that alleys be resurfaced in the same sequence as the adjacent subdivision streets as each subdivision is resurfaced.

Table 1. Listing of Roadways in Alphabetical Order

Roadway	

No.	Segment Description

Starting From	Endint at	
PCI
Condition	
Astina St.	1	Gathering Drive	Radian Street	Good	
Carolina Wren Dr.	1	Excitement Dr	Mourning Dove Ln	Good	
Corolla Ct.	1	Excitement Dr.	Cul-de-sac	Good	
Devereaux St.	1	Gathering Drive	Radian Street	Good	
Euston Dr.	1	Excitement Dr.	Excitement Dr.	Good	
Excitement Dr	1	Gathering Drive	Radian Street	Good	
Excitement Dr.	2	Radian St.	Carolina Wren Dr.	Good	
Excitement Dr.	3	Carolina Wren Dr.	Purple Martin Ln.	Good	
Excitement Dr.	4	Purple Marting Ln.	CR 545	Poor	
Fairview Circle	1	Linkside Loop(S)	Linkside Loop (N)	Good	
Fairview Circle	2	Linkside Loop(N)	Fairview Cr./Fairview Cr.	Good	

Gathering Drive	1	CR 455 Overpass	Excitement Drive	Fair	
Gathering Drive	2	Excitement Drive	Sparkling Court	Fair	
Gathering Drive	3	Sparking Ct.	Cul-de-sac	Fair	
Green Lane	1	
Faiview Cr.	Linkside Loop	Good	
Heritage Crossing Parking Lot	2	Gate	End of Median	Fair	
Heritage Crossing Way	1	CR 545	Gate	Good	
Linkside Loop	1	Reunion Blvd (S)	Reunion Blvd (N)	Good	
Molona St.	1	Excitement Drive	Astina St.	Fair	
Mourning Dove Cr	1	Purple Martin Ln	Purple Martin Ln	Good	
Norhtern Harrier Way	1	Purple Martin Ln	Alley	Good	
Oconee St.	1	Gathering Drive	Molona St	Good	
Purple Martin Ln	1	Excitement Dr	Mourning Dove Ln	Good	
Radian St.	1	Excitement Drive	Gathering Drive	Good	
Reunion Blvd	1	CR 532	End of Divided Section	Poor	
Reunion Blvd	2	Divided Section	Linkside Loop (North)	Poor	
Reunion Blvd	3	Linkside Loop (North)	Traffic Circle	Poor	
Reunion Blvd	4	Traffic Circle	CR 455 Overpass	Good	
Soiree Way	1	Gathering Drive	Radian Street	Good	
Sparkling Ct	1	Gathering Drive	End of CDD Tract	Good	
Sparkling Ct	2	Gathering Drive	Radian Street	Good	
Spine Road	1	Davenport Bridge	Tradition Blvd	Good	
Spine Road EB	2	
Tradition Blvd	Gate House	Very Poor	
Spine Road EB	3	Gate House	CR 545	Very Poor	
Spine Road WB	4	CR 545	Gate House	Very Poor	
Spine Road WB	5	Gate House	Tradition Blvd.	Good	

Titan Ct.	1	Excitement Dr.	Cul[de-sac	Fair	
Tradition Blvd	1	Davenport Bridge	Spine Road	Fair	
Tradition Blvd	2	Spine Road	I-4 Overpass	Poor	
Velleux St.	1	Gathering Drive	Radian Street	Good	
Watson Ct	1	Gathering Drive	Radian Street	Good	

Recommenda�ons

Tables 2 through 5 provide recommenda�ons regarding priori�za�on and suggested scheduling of resurfacing roadways. The �melines presented are not absolute and may be adjusted at the discre�on of the Board of Supervisors. Items requiring most urgent aten�on are noted.
It should also be noted that although some curb lines are beginning to show impact of root growth. Areas where this should be addressed concurrent with resurfacing are noted in the recommenda�ons. This is a common and ongoing concern with all communi�es where canopy trees are maturing in close proximity to curbs and sidewalks.
Prior to star�ng a resurfacing program, roadway sec�ons to be resurfanced should have a core samples taken at several loca�ons to conﬁrm depth of the exis�ng base and asphalt layers.
Following review of core samples, the speciﬁc depth of milling and resurfacing can be
determined.

Table 2. Reccomended work to be completed as soon as possible.

Roadway	Segment Description Starting
No.	From	Ending at	

PCI Condition	

Desription of work required	

Tradition Blvd	I‐4
2	Spine Road Overpass	
Poor	
Patch Pot Holes as soon as possible ,Schedule for Resurfacing in Next 2 years	

Spine Road WB	4	CR 545	Gate House	
Very Poor	Core Sample to evaulate base and subgrade as soon as possible. Following
review of results, schedule base and pavement replacement	

Table 3.  Reccomended work to be completed within the next two years

Roadway	Segment Description
Starting
No.	From	Ending at	

PCI Condition	

Desription of work required	

Reunion Blvd	End of
Divided
1	CR 532	Section	

Poor	

Mill, resurface and install new pavement markings	

Reunion Blvd	Divided	Linkside
2	Section	Loop	
Poor	
Mill, resurface and install new pavement markings	

Reunion Blvd	Linkside
Loop	Traffic
3	(North)	Circle	

Poor	

Mill, resurface and install new pavement markings	
Tradition Blvd	2	Spine Road I‐4	Poor	Mill, resurface and install new pavement markings	

Spine Road EB	Tradition
2	Blvd	Gate House	
Very Poor	
Schedule for Resurfacing in Next 2 years	

Spine Road EB	
3	Gate House CR 545	
Very Poor	
Schedule for Resurfacing in Next 2 years	
Spine Road WB	4	CR 545	Gate House	Very Poor	See Table 2	

Table 4. Reccomended Work to be planned between 2025 and 2030

Roadway	Segment Description Starting
No.	From	Ending at	

PCI Condition	

Desription of work required	

Reunion Blvd	Traffic	CR 455
4	Circle	Overpass	
Good	
Place on 2025‐2030 CIP for Resurfacing	

Tradition Blvd	Davenport
1	Bridge	Spine Road	
Fair	
Place on 2025‐2030 CIP for Resurfacing	

Gathering Drive	CR 455	Excitement
1	Overpass	Drive	
Fair	
Place on 2025‐2030 CIP for Resurfacing	

Gathering Drive	Excitement Sparkling
2	Drive	Court	
Fair	
Place on 2025‐2030 CIP for Resurfacing	

Excitement Dr.	Purple
4	Marting Ln. CR 545	
Poor	Place on 2025‐2030 CIP for Resurfacing, Core Drill to Evaulute
Base prior to Resurfacing	

Table 5.  Reccomended work to be planned between 2030 and 2035

Roadway	Segment Description Starting
No.	From	Ending at	

PCI Condition	

Desription of work required	

Spine Road	
1	Davenport
Bridge	Tradition
Blvd	
Good	
Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Spine Road WB	
5	
Gate House	Tradition
Blvd.	
Good	
Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Gathering Drive	
3	Sparking
Ct.	
Cul‐de‐sac	
Fair	
Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Sparkling Ct	
1	Gathering
Drive	End of CDD
Tract	
Good	
Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Sparkling Ct	
2	Gathering
Drive	Radian
Street	
Good	
Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Watson Ct	
1	Gathering
Drive	Radian
Street	
Good	
Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Soiree Way	
1	Gathering
Drive	Radian
Street	
Good	
Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Devereaux St.	
1	Gathering
Drive	Radian
Street	
Good	
Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Velleux St.	
1	Gathering
Drive	Radian
Street	
Good	
Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Astina St.	
1	Gathering
Drive	Radian
Street	
Good	
Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Oconee St.	
1	Gathering
Drive	
Molona St	
Good	
Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Molona St.	

1	
Excitement Drive	

Astina St.	

Fair	Consider Spot Repair prior to 2030 at Corner of Exitement Drive, Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Radian St.	
1	Excitement
Drive	Gathering
Drive	
Good	
Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Excitement Dr	
1	Gathering
Drive	Radian
Street	
Good	
Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Excitement Dr.	
2	
Radian St.	Carolina
Wren Dr.	
Good	
Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Excitement Dr.	
3	Carolina
Wren Dr.	Purple
Martin Ln.	
Good	Make Spot Repair at Location #32. Monitor remainder and
Consider Placing on 2030‐2035 CIP for Resurfacing	

Titan Ct.	
1	Excitement
Dr.	
Cul[de‐sac	
Fair	
Place on 2030‐2035 CIP for Resurfacing	

Corolla Ct.	
1	Excitement
Dr.	
Cul[de‐sac	
Good	
Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Euston Dr.	
1	Excitement
Dr.	Excitement
Dr.	
Good	
Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Purple Martin Ln	
1	Excitement
Dr	Mourning
Dove Ln	
Good	
Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Mourning Dove Cr	
1	Purple
Martin Ln	Purple
Martin Ln	
Good	
Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Norhtern Harrier Wa	
1	Purple
Martin Ln	
Alley	
Good	
Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Carolina Wren Dr.	
1	Excitement
Dr	Mourning
Dove Ln	
Good	
Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Linkside Loop	
1	Reunion
Blvd (S)	Reunion
Blvd (N)	
Good	
Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Fairview Circle	
1	Linkside
Loop(S)	Linkside
Loop (N)	
Good	
Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Fairview Circle	

2	
Linkside Loop(N)	Fairview
Cr./Fairview Cr.	

Good	

Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Green Lane	
1	
Faiview Cr.	Linkside
Loop	
Good	
Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Heritage Crossing W	
1	
CR 545	
Gate	
Good	Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing, spot repair
needed at one inlet	

Parking Lot	
2	Gate	End of
Median	
Fair	
Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

APPENDIX:

APPENDIX A – LOCATION MAPS APPENDIX B – PCI WORKSHEETS APPENDIX C – PHOTO LOG
APPENDIX D- Pavement Condi�on Index (PCI) Best Prac�ces Methodology Summary

APPENDIX A – LOCATION MAPS

Map 1. Loca�ons 1 through 27

Map 2. Loca�ons 28 through 33

APPENDIX B – PCI WORKSHEETS

8

Pavement Surface Condition Report

Photo Street	SEGMENT	From	To	Length (ft)	Width (ft)	Area (SF)	PCI Score	Reccomendation	
Gathering Drive	1	CR 455 Overpass	Excitement Drive	1200	24	28800	Fair	Place on 2025‐2030 CIP for Resurfacing	
Gathering Drive	2	Excitement Drive	Sparkling Court	1980	24	47520	Fair	Place on 2025‐2030 CIP for Resurfacing	
Gathering Drive	3	Sparking Ct.	Cul‐de‐sac	3600	22	79200	Fair	Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	
(Includes Gathering Loop)

Photo Street	SEGMENT	From	To	Length (ft)	Width (ft)	Area (SF)	PCI Score	Reccomendation	
Sparkling Ct	1	Gathering Drive	End of CDD Tract	970	22	21340	Good	Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	
Sparkling Ct	2	Gathering Drive	Radian Street	920	22	20240	Good	Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Photo Street	SEGMENT	From	To	Length (ft)	Width (ft)	Area (SF)	PCI Score	Reccomendation	
Watson Ct	1	Gathering Drive	Radian Street	1300	22	28600	Good	Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	
Soiree Way	1	Gathering Drive	Radian Street	777	22	17094	Good	Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	
Devereaux St.	1	Gathering Drive	Radian Street	696	22	15312	Good	Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	
Velleux St.	1	Gathering Drive	Radian Street	697	22	15334	Good	Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	
Astina St.	1	Gathering Drive	Radian Street	745	22	16390	Good	Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	
Oconee St.	1	Gathering Drive	Molona St	445	22	9790	Good	Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Molona St.	
1	
Excitement Drive	
Astina St.	
1015	
22	
22330	
Fair	Consider Spot Repair prior to 2030 at Corner of Exitement Drive, Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	
Radian St.	1	Excitement Drive	Gathering Drive	2016	22	44352	Good	Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	
Excitement Dr	1	Gathering Drive	Radian Street	1112	23	25576	Good	Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Any Adjacent Alleys	Should be resurfaced concurrently and immediately before the adjacent streets are resurfaced

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Photo	Street	SEGMENT From	To	Length (ft) Width (ft) Area (SF) PCI Score Reccomendation
Excitement Dr.	2	Radian St.	Carolina Wren Dr.	4583	22	100826	Good	Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing
Make Spot Repair at Location#32. Monitor remainder and Consider	
Excitement Dr.	3	Carolina Wren Dr.	Purple Martin Ln.	815	22	17930	Good	Placing on 2030‐2035 CIP for Resurfacing
Place on 2025‐2030 CIP for Resurfacing, Core Drill to Evaulute Base prior	
Excitement Dr.	4	Purple Marting Ln.	CR 545	1230	22	27060	Poor	to Resurfacing	
Titan Ct.	1	Excitement Dr.	Cul[de‐sac	560	22	12320	Fair	Place on 2030‐2035 CIP for Resurfacing	
Corolla Ct.	1	Excitement Dr.	Cul[de‐sac	1234	22	27148	Good	Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	
Euston Dr.	1	Excitement Dr.	Excitement Dr.	985	22	21670	Good	Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Photo	Street	SEGMENT From	To	Length (ft) Width (ft) Area (SF) PCI Score Reccomendation
Purple Martin Ln	1	Excitement Dr	Mourning Dove Ln	454	22	9988	Good	Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	
Mourning Dove Cr	1	Purple Martin Ln	Purple Martin Ln	1545	22	33990	Good	Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	
Norhtern Harrier Way	1	Purple Martin Ln	Alley	1155	22	25410	Good	Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	
Carolina Wren Dr.	1	Excitement Dr	Mourning Dove Ln	385	22	8470	Good	Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

NOTE : Spot Repair required in Alley Between Excitement Drive and Mourning Dove Circle at Photo Location 33

Photo	Street	SEGMENT	From	To	Length (ft)	Width (ft)	Area (SF)	PCI Score	Reccomendation	
	Reunion Blvd	1	CR 532	End of Divided Section	1060	28	29680	Poor	Schedule for Resurfacing in Next 2 years	
	Reunion Blvd	2	Divided Section	Linkside Loop (North)	1447	24	34728	Poor	Schedule for Resurfacing in Next 2 years	
	Reunion Blvd	3	Linkside Loop (North)	Traffic Circle	2045	24	49080	Poor	Schedule for Resurfacing in Next 2 years	
	Reunion Blvd	4	Traffic Circle	CR 455 Overpass	955	24	22920	Good	Place on 2025‐2030 CIP for Resurfacing	

Photo Street	SEGMENT	From	To	Length (ft)	Width (ft)	Area (SF)	PCI Score	Reccomendation	
Heritage Crossing	1	CR 545	Gate	3960	22	87120	Good	Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing, spot repair needed at one inlet	
Parking Lot	2	Gate	End of Median			37700	Fair	Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

Photo Street	SEGMENT	From	To	Length (ft)	Width (ft)	Area (SF)	PCI Score	Reccomendation	
Tradition Blvd	1	Davenport Bridge	Spine Road	836	24	20064	Fair	Place on 2025‐2030 CIP for Resurfacing	
Tradition Blvd	2	Spine Road	I‐4 Overpass	1536	24	36864	Poor	Schedule for Resurfacing in Next 2 years	
Spine Road	1	Davenport Bridge	Tradition Blvd	620	24	14880	Good	Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	
Spine Road EB	2	Tradition Blvd	Gate House	1300	15	19500	Very Poor	Schedule for Resurfacing in Next 2 years	
Spine Road EB	3	Gate House	CR 545	365	22	8030	Very Poor	Schedule for Resurfacing in Next 2 years	
Spine Road WB	4	CR 545	Gate House	405	15	6075	Very Poor	Take Core Samples and Schedule Base and Pavement Repair ASAP	
Spine Road WB	5	Gate House	Tradition Blvd.	1324	15	19860	Good	Monitor and Consider Placing on 2030‐2035 CIP for Resurfacing	

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Photo Street	SEGMENT	From	To	Length (ft)	Width (ft)	Area (SF)	PCI Score	Reccomendation	
Assembly Court	1	CR 545	Gate	351	44	15444	Fair	Monitor and Consider Placing on 2025‐2030 CIP for Resurfacing	
Assembly Court	2	Gate	End of Median	475	32	15200	Fair	Monitor and Consider Placing on 2025‐2030 CIP for Resurfacing	
Assembly Cout	3	End of Median	Cul‐de‐sac	681	22	14982	Fair	Monitor and Consider Placing on 2025‐2030 CIP for Resurfacing	
Assembly Lane	1	Assembly Ct.	Dead End	264	24	6336	Fair	Monitor and Consider Placing on 2025‐2030 CIP for Resurfacing	

APPENDIX C – PHOTO LOG

9

Picture 1

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APPENDIX D
Pavement Condi�on Index (PCI) Best Prac�ces Methodology Summary

10

Best Practices for Pavement

Pavement Condition Index (PCI)
There’s More (and Less) to the Score
February 2021

Local agencies commonly use Pavement Condition Index (PCI) as the primary or sole basis for selecting from the pavement preservation and rehabilitation strategies in their pavement management systems (PMS). PCI is a simple, effective communication tool, but when used alone it is insufficient for choosing the right strategy at the right time to maximize the cost- effectiveness of pavement funding.
However, making simple changes to an
agency’s PMS so it uses the pavement condition data that go into calculating a PCI can result in better engineering decisions. Once a pavement segment in a network is programmed for work, small investments in better project-level site investigations can have big payoffs by producing better information for engineering decisions and by identifying problems that will be costly to resolve when found during construction.

How PCI is Calculated

PCI is calculated using detailed data related to the pavement surface distresses observed in pavement condition surveys. A condition survey identifies the distress types within a section of a pavement (such as one block of city street or one mile of county road), the “severity” of each distress (how advanced the distress is), and its
“extent” (how widespread the distress is in the section).

PCI is calculated as follows, using the detailed type, severity, and extent data:
An equation converts the severity and extent of each distress into a so-called “deduct value”; different deduct equations are used for the different distress types.
All the deduct values obtained across all the distress types are then added up and subtracted from 100.
The result is a PCI on a scale of 0 to 100.
The equations for calculating deduct values were originally graphical figures developed in the 1970s (see the section “History of PCI” below) based on the opinions of pavement experts regarding the relative importance of the severities and extents of different distresses. Those equations have been standardized into ASTM 6433, Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys.

Distress Types and Appropriate Treatments

Distresses

The asphalt-surfaced pavement distresses for which information is collected can be

The City and County Pavement Improvement Center, supported by SB1 funding through the University of California Institute of Transportation and the Mineta Transportation Institute, is dedicated to increasing pavement knowledge and technical capability

Best Practices for Pavement
Pavement Condition Index (PCI)

There’s More (and Less) to the Score	Page 2
broadly categorized as follows1:
Alligator Cracking
Block Cracking
Longitudinal and Transverse Cracking
Distortions
Patching and Utility Cuts
Rutting and Depression
Raveling
Weathering

Cracking is the most common and important type of distress and affects all asphalt pavements. And while all the distresses listed above have deduct values, pavement management should primarily focus on cracking, except where safety is involved (severe rutting, potholes). Cracking can be divided into two main types: age- related cracking and load-related cracking.
Age-related cracking, which can occur over an entire pavement, is caused by oxidation of the asphalt as it ages and becomes unable to handle expansion and contraction from temperature changes without fracturing. This type of cracking has these characteristics:
It appears as both transverse (Figure 1) and longitudinal cracks, which eventually become connected to form block cracking.
Age-related cracks occur at the top of the asphalt and propagate downward.
The entire surface of all asphalt pavements will experience age-related cracking unless they are preserved in a timely manner.

1 From StreetSaver example
https://streetsaver.com/docs/default-

Figure 1. Transverse cracking (sealed) due to aging

Load-related cracking occurs only in the wheelpaths and is caused by asphalt bending under heavy vehicles, which fatigues the asphalt layers. This type of cracking (also called “alligator cracking”) has these characteristics:
Load-related cracking only occurs on pavements that undergo loading by heavy trucks or buses.
Load-related cracking usually starts at the bottom of the asphalt and propagates upward.
Cracking will occur in wheelpaths regardless of whether or not preservation treatments are used, although these treatments can help slow the fatigue damage (Figure 2).
Potholes are the result of extensive wheelpath fatigue cracking.

source/downloads/sample1_ratingsheet_ac.pdf?sfvrsn=c3 6591d3_6

Best Practices for Pavement
Pavement Condition Index (PCI)

Page 3	There’s More (and Less) to the Score
temporarily. The appropriate time, earlier or later in the approximate window of 5 to 12 years after placement of the asphalt, depends on the severity of the climate region with respect to age-related cracking, the asphalt construction compaction, and the type of asphalt binder. More severe climates are those with hotter summers that accelerate aging and/or colder winters that result in more contraction of the asphalt. Better asphalt compaction results in slower oxidation and greater resistance

Figure 2. Load-related fatigue cracking in the
wheelpaths due to heavy loading by buses

Among the non-cracking distresses, rutting most often occurs when rainwater passes through the cracked asphalt to the underlying base material or subgrade soil. Patches are the main short-term repairs used for fatigue cracking and potholes.
Raveling, weathering, rutting, and depressions caused by heavy, slow-moving vehicles are most commonly associated with construction quality and/or asphalt mix design problems.

Treatments

Identifying age- and load-related cracking and using that information as the primary basis for managing your pavement will result in better-informed, more cost- effective treatment timing and selection.

Preservation treatments, such as slurry seals, chip seals, micro-surfacings, and fog seals, should be applied at approximately 5 to 12-year intervals to slow or, in some cases, help reverse the oxidation that causes age-related cracking. Ideally, these treatments should be placed before transverse and longitudinal cracking appear because they seal the cracks only

to cracking. Rubberized and polymer- modified mixes can also improve aging and crack resistance.

Local governments should look at their own pavement condition survey data to estimate when longitudinal and transverse cracking typically first appear and apply preservation treatments several years before then.
Pavements that do not get heavy vehicle loading and have preservation treatments applied in a timely manner can potentially survive for many decades with “perpetual pavement preservation” and no rehabilitation necessary.

If top-down, age-related cracking has occurred extensively, but has generally not propagated deeper than 2 to 4 inches from the surface, then partial-depth recycling (also called “cold in-place recycling”), using either foamed asphalt or engineered emulsion with cement, is typically the best treatment.

Pavements failing because of load-related cracking require structural overlays or inlays (also called “mill-and-fill”), or full-depth recycling or replacement of the asphalt where the wheelpath cracking is widespread.

Best Practices for Pavement
Pavement Condition Index (PCI)
There’s More (and Less) to the Score	Page 4

Managing pavement networks primarily based on identification of age- and load- related cracking will result in more informed and cost-effective treatment timing and selection.

Problems with Relying on Only PCI to Make Pavement Management Decisions

Although a PCI can be used as a simple, effective means to communicate overall pavement condition to non-technical audiences, it has limitations as an engineering tool for local governments making pavement-management decisions. Specifically, when a PCI is developed from condition survey data, a lot of important engineering information is lost, particularly data regarding cracking.

If the Same or a Similar PCI Score Results,
What’s the Tiebreaker?

A major deficiency in PCI is that roadway segments can have the same or similar PCI but very different types of distress.
Therefore, if only PCI is used, a pavement preservation or rehabilitation strategy selection could be made for multiple segments without considering what distress types are present or their severities and extents. For these cases, examining the distress types and extents of the distresses and their effect on the pavement structure, along with other available project-level data, could serve as a tiebreaker to augment PCI in making network-level and project scoping decisions.

Table 1 shows an example of two roadway segments with a similar, low PCI. Using PCI alone, the strategy selection for both cases would be rehabilitation. However, the distresses within each segment are

significantly different and require different solution strategies.

In Section A, the distresses are related to heavy truck and/or bus traffic loading and indicate the pavement structure may be reaching the end of its structural life. The areas with alligator cracking and potholes will need their existing asphalt removed and replaced. Rutting is low in the section, indicating that water coming through the cracks has not yet caused weakening of the base or subgrade. Therefore, the strategies to be considered would generally include
(i) a thick mill-and-fill or overlay after repair of the damaged wheelpaths with digouts,
(ii) full-depth recycling, or (iii) removal and replacement of the asphalt. Once the section is programmed for a load-related cracking treatment in the PMS, a project- level investigation and life cycle cost analysis are needed to finalize the strategy selection.
The distresses in Section B are age-related, not traffic loading-related, and indicate that the pavement structure is probably adequate but that its asphalt surface has severely oxidized and has top-down cracking. The rehabilitation strategies to be considered would generally include appropriate preparation work followed by either a mill-and-fill of the surface course to the depth of the top-down cracking, or partial depth recycling to the depth of the top-down cracks.

However, the apparent lack of load-related damage to the pavement structure presents another strategy option to consider, especially if funds are limited: Section B may be suitable for a preservation treatment such as a microsurfacing or a

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Best Practices for Pavement
Pavement Condition Index (PCI)
Page 5	There’s More (and Less) to the Score

cape seal, preceded by micro-milling if needed. This option requires a project-level analysis that confirms the strategy and then appropriate preparation work—such as dig- outs and crack sealing. A preservation treatment will neither restore nor enhance the pavement structure, but it may be more cost-effective where the distresses are top- down and have not propagated more than several inches below the surface. The life of the preservation treatment may not be as long as that of other strategies, but it will improve the pavement function and preserve the layers underneath the asphalt from water until a more extensive strategy can be constructed.

Table 1. Same PCI, Different Pavement Conditions

Section A: HEAVY VEHICLE TRAFFIC LOADING–
RELATED DISTRESSES, PCI = 34	
DISTRESS	SEVERITY	EXTENT	DEDUCT
VALUE	
Alligator
Cracks	High	1x6	18	
Alligator
Cracks	Medium	1x4 1x5
1x7	17	
Potholes	Medium	3	48	
Potholes	Low	3	30	
Rutting	Low	2x5 2x8	10	
Section B: AGE, CONSTRUCTION, UTILITIES, OTHER FACTOR-RELATED DISTRESSES, PCI = 32	
Long/ Transverse Crack	High	15x20
8x6 12x18
6x7	43	
Long/ Transverse
Crack	Medium	25x2
18x 13
9x10	20	
Patching/
Utility	High	25x4
25x2	40	
Patching/
Utility	Medium	12x6
4x7	20	
Block
Cracks	High	4x6 6x5	13	

The pavement in Section B would most likely not have gotten to the low PCI and extensive age-related distresses if it had received timely preservation treatments before age-related cracking appeared.

Some pavement management systems have alternative decision trees for load and non- load-related PCI values. Those should be used, and it is recommended that pavement managers look at their historic age-related cracking data to program initial preservation treatments before age-related cracking typically appears.

Additional Data Collection for More Detailed Scoping

Most pavement management systems do not contain pavement structure data (types and thicknesses of layers). However, including pavement structure data from as- builts and previous project-level site investigations in the PMS database will help with initial scoping and network-level budgeting for pavements that carry heavy vehicles and need rehabilitation. Identifying the underlying concrete, base types, and asphalt thicknesses, and considering the two cracking distress types can improve scoping and budgeting for a network-level plan.

Recommendations

Continue to use PCI as a tool for communicating pavement conditions to managers, elected officials, and the public.
Remember that PCI does not measure or consider a pavement section’s structural adequacy, and that sections with the same or similar PCIs may

City and County Pavement Improvement Center
www.ucprc.ucdavis.edu/ccpic ccpic@ucprc.ucdavis.edu

Best Practices for Pavement
Pavement Condition Index (PCI)
There’s More (and Less) to the Score	Page 6

require different strategies once an analysis reveals the distress types present.
In addition to determining the PCI, identify the types of cracking (age related and load related) when selecting the timing and types of treatments and when preparing a network maintenance and rehabilitation plan.
Save any available pavement structure data from as-builts and previous site investigations in a retrievable form for use in scoping and for budgeting sections needing rehabilitation.

How to Get Started

Identify sections in your PMS that receive bus and/or truck traffic. Check that your decision trees identify age- and load-related distresses. Then, depending on the
distresses’ severity and extent, choose typical, appropriate treatments.

Review the condition histories of sections built in the last 10 years that have not received heavy vehicle loading and identify when transverse and longitudinal cracking typically first appear. Then, build time- based triggers into your PMS decision trees so preservation treatments are performed before much age-related cracking typically appears.

Consider selective coring in developing your agency’s pavement preservation program to determine the depth of age-related cracking. Develop processes for keeping summaries of pavement structure information readily accessible. See the “Additional Information” section below for more details.

But What About?

Won’t all these recommendations cost a lot
of money?

The condition survey data that go into a PCI calculation have already been bought and paid for. Understanding those data better and changing decision trees are essentially free. The better decisions that result will save money.

Integrating as-built and project-level engineering data into a retrievable form, preferably tied to the PMS or a geographic information system (GIS), helps you get full value from data you may already have collected. Updating your PMS or GIS system should not be costly, and the ability to use better data to make better decisions should save money.

This is too complex for network-level analysis with the PMS.

Those in charge of pavement management will benefit from gaining a working knowledge of the difference between age- related and load-related cracking, which sections in their network are subject to each type of cracking (including which routes are getting heavy vehicles), and what treatments are appropriate for each. Having that knowledge and applying it to data that have already been collected is much easier than trying to figure out an appropriate treatment based only on a PCI.

This knowledge is essential to working effectively with consultants and communicating with other officials regarding the use of preservation treatments where age-related cracking is the primary concern. It will help you answer

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Best Practices for Pavement
Pavement Condition Index (PCI)
Page 7	There’s More (and Less) to the Score

the question “Why are you treating a pavement segment that has a high PCI?”

Additional Information: The History of PCI

PCI was developed by Shahin et al. [1] for the USACE CERL and the US Air Force in 1976. Its development was spurred by a need to prioritize and organize the maintenance and rehabilitation of aging airfields across the world after the existing airfield evaluation systems were found to have multiple shortcomings, such as being subjective and treating different distresses in the same manner. PCI was developed to provide an empirical metric for rating a pavement section’s condition in a way that captured and weighted the full spectrum of its distresses, while also ensuring that different surveyors obtained the same results.

Shahin and Kohn first described the development of PCI in a technical report released by USACE [2]. The process involved multiple pavement engineers and surveyors subjectively rating hypothetical distresses on a section on a scale of 1 to 100. This rating was conducted for the different distress types, severities, and extents.
Severities were rated as low, medium, and high—and the thresholds between them were designated based on the investigators’ opinions. Values for extent were defined as the percent of the pavement section’s surface area on which the distress was evident. When all the investigators’ ratings were averaged, they yielded a Pavement Condition Rating (PCR) value for that distress type, severity, and extent. These processes were used to develop “Deduct Value” curves used to subtract from 100 to calculate a PCI. Figure 3 shows the

development of such a deduct value curve for alligator cracking.

Multiple validation studies were conducted with different investigators and locations to find appropriate adjustments and corrections to the methodology. Once the deduct curves were finalized, a simple process was put in place to arrive at the PCI of any given section. The steps are as follows:
Perform a condition survey on a representative section of pavement and note all distresses, their extents, and their severities.
Use the Deduct Value Curves to find the Deduct Values for the severity and extent of each distress.
Calculate a total Deduct Value by adding all the Deduct Values obtained in step 2.
Use a correction curve to adjust the total deduct value for the number of distresses observed to reach a corrected deducted value.
The final PCI is calculated as the difference between 100 and the corrected deduct value.

Figure 3. Development of a Deduct Value Curve [1]

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Best Practices for Pavement
Pavement Condition Index (PCI)
There’s More (and Less) to the Score	Page 8

Figure 4 shows the steps for PCI calculation outlined in the original technical report.
Since its original development, a number of entities have developed software and implemented network-level pavement management systems based on this method and basic procedures. These software systems are capable of integrating tools such as a GIS, and conditions such as weather and traffic, for city- and county- level pavement networks. The widespread use of PCI led to the creation of an ASTM standard that streamlines all the calculations and deduct curves. This standard has since become the basis for all further development of PCI used in pavement management systems [3].

Figure 4. Steps for calculation of PCI [2]

Pavement Quality Index (PQI) vs. PCI

PCI does not consider such functional factors as ride, pavement texture, and pavement structural adequacy. But these factors, when quantified and incorporated, are used with PCI to generate what is commonly referred to as the Pavement

Quality Index (PQI). Most pavement management systems are not capable of considering pavement structural adequacy or generating a PQI. Testing and the associated calculations for structural adequacy are typically performed at the project level due to the time and cost.

References
Shahin, M.Y., Darter, M.I., and
Kohn, S.D. (1976-1977). Development of a Pavement Maintenance Management System, Vol. I-V. U.S. Air Force Engineering Service Center (AFESC), Tyndall AFB.
Shahin, M.Y. & Kohn, S.D. (1979). Development of a Pavement Condition Rating Procedure for Roads, Streets, and Parking Lots (Technical Report M-268). Construction Engineering Research Laboratory, United States Army Corps of Engineers, Champaign, Illinois.
ASTM International. ASTM D6433-18 Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys. West Conshohocken, PA; ASTM International, 2018.
Caltrans. Maintenance Technical Advisory Guide (MTAG). dot.ca.gov/programs/maintenance/pav
ement/mtag

Additional Information: Integrating Project-Level Data into a PMS

Collecting extensive project-level data to include in a PMS, or to use with PMS data, is not cost-effective for many roads within a local agency’s system. But collecting this type of data for high-volume, high-traffic arterials and collectors should be

City and County Pavement Improvement Center www.ucprc.ucdavis.edu/ccpic ccpic@ucprc.ucdavis.edu

Best Practices for Pavement
Pavement Condition Index (PCI)
Page 9	There’s More (and Less) to the Score

considered. Some data may be readily available. For example:
As-built plans and supporting project- level data for completed projects are typically among the most readily available sources of important data. A systematic review of completed projects at 3, 5, and 10 years provides a forensic analysis and an indicator of appropriate strategies for adjacent segments with
similar conditions as well as “lessons learned.”
Shorter life cycles should be expected on segments with poor drainage, which can be identified in the field when it is raining. Expansive subgrade soils that have not been mitigated with correction of bad drainage can cause cracking from shrink/swell behavior. Stabilization or other treatments can be used in addition to fixing drainage. Expansive subgrades can be identified by soil classification and observation of distresses.
Falling weight deflectometer testing can provide an indication of subgrade quality as well as the structural adequacy of the existing pavement section.
Pavement thickness is a major determining factor in load-related cracking. A wider range of rehabilitation and reconstruction strategies can be considered when the new asphalt thickness is 4 inches or greater. If existing pavement thicknesses are either inaccurate or unavailable, coring at representative intervals is very cost- effective as the information collected can be captured in the PMS as well as used as project-level data.

Project-level data are more valuable as they become more accessible. But to be available, data must be retained and organized. If your agency’s PMS doesn’t have the capability to include such data for each segment, integration into a GIS is an alternative. Some PMSs have the capability to communicate with a GIS.

City and County Pavement Improvement Center
www.ucprc.ucdavis.edu/ccpic ccpic@ucprc.ucdavis.edu

Section VII

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June 26, 2023
Reunion East CDD
219 East Livingston Street Orlando, Florida 32801
P: 407-839-1526

Attention:	Ms. Tricia Adams, District Manager
tadams@gmscfl.com

Reference:	Proposal for Limited Pavement Evaluation
Reunion East CDD Tradition Boulevard
Kissimmee, Osceola County, Florida UES Proposal No.: 2025958
UES Opportunity No.: 0130.0623.00056

Dear Ms. Adams:

UES is pleased to submit our proposal to conduct a Limited Pavement Evaluation at the above referenced site in Osceola County, Florida. Our understanding of this project, with our proposed scope of services and costs, is presented in the following paragraphs.

PROJECT DESCRIPTION

Based on information provided by you, we understand that you are planning to improve several portions of the existing paved roadway. The site is located by Tradition Boulevard in Kissimmee, Florida. UES was provided with the requested coring locations by Boyd Civil Engineering, Inc. At this time, UES has been requested to perform a limited pavement evaluation of the subject site based on the proposed development. Our scopes of services have been designed to evaluate the subsurface conditions on subject site for the proposed site improvements. Due to the anticipated heavy traffic within the exploration areas, we have included the MOT service fee for partial roadway closures.

We were not provided with the specific traffic loading at the time of this proposal. Grading information was not provided at the time of this proposal. Our proposal does not include an allowance for horizontal and vertical survey control for the test locations. Our field crew will locate the test locations based upon estimated distances and relationships to obvious landmarks. Therefore, the test locations and depths should be considered accurate to the degree of the methodologies used.

UES will contact Sunshine State One Call (1-800-432-4770) for public utility clearance prior to the start of drilling activities. It is our experience that this service does not mark the locations of privately owned utilities. Our proposal requires that private utility lines and other subsurface appurtenances be located in the field by others prior to our mobilization. UES will also provide a flagger crew in order to provide access to the coring location on the main roadway. Partial road closure will be required in order to successfully complete the field exploration.

UES shall not be held responsible for service interruptions or damage to private utility lines or other buried structures. Further, we have assumed that there is no hazardous materials contamination at the site and no major utility lines crossing the subject site. In the event they exist, please inform us so that we may make arrangements for taking adequate precautions and locating the utilities on the site, prior to the drilling operations.

Proposal for Limited Pavement Evaluation Reunion East CDD Subdivision
Tradition Boulevard, Kissimmee, Osceola County, Florida Page 2

Figure 1: For illustration purposes only, boring locations may be adjusted in the field by the Engineer. This Illustration is intended for Reunion East CDD only and should not be distributed or used for other bidding process.

As a part of our investigation, we recommend performing a Private Utility Locate prior to any intrusive activities. Utilities will be marked in the field as well as the preparation of a field report showing approximate location of underground utilities or assets. Private Utility Locates will be charged at an additional cost of $1500 per day. If requested, a separate cost can be provided for a Subsurface Utility Map (2D Deliverable) or a Subsurface Utility Model (3D Deliverable).

Due to the nature of the equipment required to perform the test borings, some property disturbance should be expected. Our proposal does include limited site clean-up including backfilling the boreholes with sand for safety considerations. No other restoration services (i.e. pressure washing, landscaping, repairing wheel ruts, etc.) are included in this proposal. We understand that rights of entry and access to the property will be provided to us prior to and at commencement of field activities.

Should any of the above information or assumptions made by UES be inconsistent with the planned development and construction, we request that you contact us immediately to allow us the opportunity to review the new information in conjunction with our proposal and revise or modify our scope of service and/or fee estimate accordingly, if needed.

SCOPE OF SERVICES

Fieldwork

Based on our understanding of the project, the proposed scope will consist of performing:

Seventeen (17) roadway cores (asphalt or concrete pavement, base, subgrade only) within the existing turn lane.
MOT traffic control
Necessary laboratory testing
Prepare a limited geotechnical report with test findings and report of the existing pavement condition & Structural Number

Proposal for Limited Pavement Evaluation Reunion East CDD Subdivision
Tradition Boulevard, Kissimmee, Osceola County, Florida Page 3

We have assumed that you will provide the right of access. We have not made an allowance for surveying services nor for the evaluation of the subsurface soils with respect to sinkhole activity. However, we will be glad to furnish you with a proposal for these services upon request. We have not made an allowance for surveying services or an environmental assessment of the property. However, we will be glad to furnish you with a proposal for these services upon request. Further we have assumed that there is no hazardous materials contamination at the site and no major utility lines crossing the subject site. In the event they exist, please inform us so that we may make arrangements for taking adequate precautions and locating the utilities on the site, prior to the drilling.

Laboratory Testing

Laboratory classification and index property tests will be performed as necessary on selected soil samples obtained from the exploration. The testing will be performed to better define the materials encountered in the exploration to determine their strength, compressibility, and drainage characteristics as deemed appropriate by the Geotechnical Engineer and their suitability for use in the proposed construction.

SCHEDULE & FEE

Enclosed you will find our General Contract Conditions with a copy of our Work Authorization/Proposal Acceptance Form. If you would like us to proceed, please have the party responsible for payment sign the appropriate space on the Work Authorization/Proposal Acceptance Form and return it to us.

Based upon our current backlog at the time of this proposal, we anticipate being able to begin the field work within 1 week from date of authorization and right of entry to the property. A formal report should be issued within 1 week from completion of the fieldwork. Verbal results can be provided prior to issuance of the formal report.

UES will complete the scope for the geotechnical consulting services outlined within this proposal for the geotechnical exploration for a LUMP SUM FEE of $6,695.00. We will not exceed our budget unless the scope of work is varied or the soil or groundwater conditions encountered are significantly different from those anticipated, in which event you will be notified prior to any increase in costs.

TERMS

This proposal shall remain effective for sixty (60) days. Should you require more than sixty (60) days to formally authorize us to proceed we will require an update of our proposal to account for any changes in the scope of services and associated fees.

If you would like us to proceed, please sign the enclosed Work Authorization/Proposal Acceptance Form and return it to UES. UES will then return an executed copy to you. This proposed scope of services and associated fee will be conducted in accordance with our Terms and Conditions (see attachment to this proposal).

Proposal for Limited Pavement Evaluation Reunion East CDD Subdivision
Tradition Boulevard, Kissimmee, Osceola County, Florida Page 4

CLOSURE

UES appreciates this opportunity to offer our services, and we are looking forward to the assignment. Please do not hesitate to contact the undersigned at 407-423-0504 if you have any questions.

Sincerely,

Universal Engineering Sciences
Justin D. Bernabas, E.I.	Ricardo Kiriakidis, Ph.D., P.E.
Geotechnical Project Manager	Geotechnical Department Manager jbernabas@universalengineering.com	rkiriakidis@universalengineering.com

Enclosures:	General Conditions
Work Authorization/Proposal Acceptance Form Distribution:	Client

PROPOSAL NOTES:

Additional services, consultations, or meetings if requested, will be invoiced at Universal Engineering Sciences' standard rates.

This fee proposal shall remain effective for sixty days. If you should require more than 60 days to formally authorize us to proceed, we request that you permit us to update our proposal to account for any changes in costs.

We have made a good faith effort to work with you to develop a work scope and fee estimate. Because of the possibility of unknown, discovered, underground conditions and/or the need for additional services that neither you nor we can currently foresee, we recommend that you budget a contingency equal to 15% of the total fee estimate. We will not use the contingency amount without first notifying you.

The Client will be responsible for all applicable taxes.

Work Authorization / Proposal Acceptance Form

IF THE PROPOSAL IS ACCEPTED, SIGN FORM, RETURN ONE FORM TO UES AND RETAIN ONE FOR YOUR FILES.

UES is pleased to provide the services described below. The purpose of this document is to describe the terms under which the services will be provided and to obtain formal authorization.
PROJECT NAME:	Limited Pavement Evaluation – Reunion East CDD PROJECT LOCATION:	Tradition Boulevard, Kissimmee, Osceola County, Florida CLIENT NAME:	Reunion East CDD // Ms. Tricia Adams, District Manager CLIENT ADDRESS:	219 East Livingston Street, Orlando, Florida 32801
E-MAIL ADDRESS:	tadams@gmscfl.com	P: 407-839-1526

I.	Scope of Services and Understanding of Project (See attached proposal or as indicated below)
UES PROPOSAL NO.: 2025958 // UES OPPORTUNITY NO.: 0130.0623.00056

Limited Pavement Evaluation

$6,695.00

For New Client Only: 50% Payment is required upon commencement of UES services & 50% payment upon completion. Please
provide your payment information in Section III.

Contract Documents. The following documents form part of this Agreement and are incorporated herein by referral:

N/A. B. UES Proposal Dated: 	June 26, 2023	
Plans, reports, specifications and other documents provided by the Client prior to this Agreement date.
Other exhibits marked and described as follows: 	Proposal Notes	           In the event of any inconsistency or conflict among the Contract Documents, the provision in the Contract Document first listed above shall govern.

Authority to proceed and for payment. (To be completed by Party responsible for payment)

If the invoice is to be mailed for approval to someone other than the account charged, please indicate where below:	
Firm/Company Name:	
Attention:	
Tittle: 		
Address: 		
Phone:	
Email:		
Social Security Number or
Federal Identification No.: 		

If the invoice is to be charged to a credit card, please provide
your information below:

Credit Card:
American Express ☐Discover ☐MasterCard ☐Visa Name as Appears on Card: 	
Expiration Date (MM/YY):
Mailing Address: 	

Amount:	$

.

CCV or Security# (3 or 4 Digits):

IN WITNESS WHEREOF, the parties have caused this agreement to be executed by their duly authorized representatives:

CLIENT	UNIVERSAL ENGINEERING SCIENCES, LLC	

BY (Signature)		
BY (Signature)		

TYPED NAME		
TYPED NAME	
Ricardo Kiriakidis, Ph.D., P.E.	

TITLE		
TITLE	
Geotechnical Department Manager	

DATE		
DATE		

RETURN EXECUTED COPY TO: jbrooks@teamues.com

UES
GENERAL CONDITIONS

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

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

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

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

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

SECTION 6: DISCOVERY OF UNANTICIPATED HAZARDOUS MATERIALS 6.1 Client represents that a reasonable effort has been made to inform UES of known or suspected hazardous materials on or near the project site. 6.2 Under this agreement, the term hazardous materials include hazardous materials, hazardous wastes, hazardous substances (40 CFR 261.31, 261.32, 261.33), petroleum products, polychlorinated biphenyls, asbestos, and any other material defined by the U.S. EPA as a hazardous material. 6.3 Hazardous materials may exist at a site where there is no reason to believe they are present. The discovery of unanticipated hazardous materials constitutes a changed condition mandating a renegotiation of the scope of work. The discovery of unanticipated hazardous materials may make it necessary for UES to take immediate measures to protect health and safety. Client agrees to compensate UES for any equipment decontamination or other costs incident to the discovery of unanticipated hazardous materials. 6.4 UES will notify Client when unanticipated hazardous materials or suspected hazardous materials are encountered. Client will make any disclosures required by law to the appropriate governing agencies. Client will hold UES harmless for all consequences of disclosures made by UES which are required by governing law. In the event the project site is not owned by Client, Client it is the Client's responsibility to inform the property owner of the discovery of unanticipated hazardous materials or suspected hazardous materials. 6.5 Notwithstanding any other provision of the Agreement, Client waives any claim against UES, and to the maximum extent permitted by law, agrees to defend, indemnify, and save UES harmless from any claim, liability, and/or defense costs for injury or loss arising from UES's discovery of unanticipated hazardous materials or suspected hazardous materials including any costs created by delay of the project and any cost associated with possible reduction of the property's value. Client will be responsible for ultimate disposal of any samples secured by UES which are found to be contaminated.

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

SECTION 8: INSURANCE 8.1 UES represents it and its agents, staff and consultants employed by UES, is and are protected by worker's compensation insurance and that UES has such coverage under public liability and property damage insurance policies which UES deems to be adequate. Certificates for all such policies of insurance shall be provided to Client upon request in writing. Within the limits and conditions of such insurance, UES agrees to indemnify and save Client harmless from and against loss, damage, or liability arising from negligent acts by UES, its agents, staff, and consultants employed by it. UES shall not be responsible for any loss, damage or liability beyond the amounts, limits, and conditions of such insurance or the limits described in Section 7, whichever is less. The Client agrees to defend, indemnify, and save UES harmless for loss, damage or liability arising from acts by Client, Client's agents, staff, and others employed by Client. 8.2 Under no circumstances will UES indemnify Client from or for Client’s own actions, negligence, or breaches of contract. 8.3 To the extent damages are covered by property insurance, Client and UES waive all rights against each other and against the contractors, consultants, agents, and employees of the other for damages, except such rights as they may have to the proceeds of such insurance.

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

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

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

SECTION 12: ENVIRONMENTAL ASSESSMENTS Client acknowledges that an Environmental Site Assessment (“ESA”) is conducted solely to permit UES to render a professional opinion about the likelihood or extent of regulated contaminants being present on, in, or beneath the site in question at the time services were conducted. No matter how thorough an ESA study may be, findings derived from the study are limited and UES cannot know or state for a fact that a site is unaffected by reportable quantities of regulated contaminants as a result of conducting the ESA study. Even if UES states that reportable quantities of regulated contaminants are not present, Client still bears the risk that such contaminants may be present or may migrate to the site after the ESA study is complete.

SECTION 13: SUBSURFACE EXPLORATIONS 13.1 Client acknowledges that subsurface conditions may vary from those observed at locations where borings, surveys, samples, or other explorations are made, and that site conditions may change with time. Data, interpretations, and recommendations by UES will be based solely on information available to UES at the time of service. UES is responsible for those data, interpretations, and recommendations, but will not be responsible for other parties’ interpretations or use of the information developed or provided by UES. 13.2 Subsurface explorations may result in unavoidable cross-contamination of certain subsurface areas, as when a probe or boring device moves through a contaminated zone and links it to an aquifer, underground stream, or other hydrous body not previously contaminated. UES is unable to eliminate totally cross-contamination risk despite use of due care. Since subsurface explorations may be an essential element of UES’s services indicated herein, Client shall, to the fullest extent permitted by law, waive any claim against UES, and indemnify, defend, and hold UES harmless from any claim or liability for injury or loss arising from cross-contamination allegedly caused by UES’s subsurface explorations. In addition, Client agrees to compensate UES for any time spent or expenses incurred by UES in defense of any such claim with compensation to be based upon UES's prevailing fee schedule and expense reimbursement policy.

SECTION 14: SOLICITATION OF EMPLOYEES Client agrees not to hire UES's employees except through UES. In the event Client hires a UES employee within one year following any project through which Client had contact with said employee, Client shall pay UES an amount equal to one-half of the employee's annualized salary, as liquidated damages, without UES waiving other remedies it may have.

SECTION 15: ASSIGNS Neither Client nor UES may delegate, assign, sublet, or transfer its duties or interest in this Agreement without the written consent of the other party.

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

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

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

SECTION 19: INDIVIDUAL LIABILTY PURSUANT TO FLORIDA STAT. 558.0035, AN INDIVIDUAL EMPLOYEE OR AGENT OF UES MAY NOT BE HELD INDIVIDUALLY LIABLE FOR NEGLIGENCE.

UES DOCS No. 1823094 Revised 12/04/2020

!!"#$%& "

Proposal Number: 0757-403282
June 30, 2023

Professional Service Industries, Inc.
1748 33rd Street, Orlando, FL 32839
Phone: (407) 304-5560
Fax: (407) 304-5561

Ms. Tricia Adams, District Manager
Reunion East Community Development District
219 East Livingston Street Orlando, Florida 32801

RE:	Proposal
Pavement Coring & Evaluation Services Reunion East Community Development District Osceola County, Florida

Dear Ms. Adams:

Professional Service Industries, Inc. (PSI), an Intertek company, is pleased to submit the following proposal for the performance of a pavement coring and evaluation program for the subject community. The pavement evaluation will be completed to provide an assessment of the condition of the existing roadway pavement and associated soil and groundwater conditions to develop engineering recommendations for future repair/rehabilitation of the existing roadways. Presented herein is the requested scope of services, time schedule to complete the services together with our cost estimate for the services.

Experience

PSI has extensive experience with pavement coring and evaluations, having performed more than 5,000 pavement cores on Interstate, State Highway, County, City, and private roadways. PSI currently holds continuing service contracts to provide pavement coring and evaluation services for Districts 1, 5 and 7 of the Florida Department of Transportation (FDOT), as well as several municipalities and the Central Florida Tourism Oversight District (formerly Reedy Creek Improvement District). Our Orlando staff includes licensed professional engineers with master’s and doctoral-level engineering degrees in pavement and geotechnical engineering.

Project Information

The subject project is composed of five (5) different roadways within the Reunion East Community Development District (CDD), which include Reunion Boulevard, Gathering Drive, Tradition Boulevard, Spine Road and Excitement Drive. In general, the subject roadways are 2-lanes, asphalt paved roadways with curb and gutter. The subject roadways were originally constructed in the early 2000’s to support construction of the Reunion East Community.

Based on the information provided by Mr. Steve Boyd of Boyd Civil Engineering, Inc., seventeen (17) locations are to be evaluated through visual inspection followed by a pavement coring program. The objective is to assess the current pavement conditions and provide recommendations for future pavement rehabilitation.

The noted information has been used for the purpose of preparing this proposal. Adjustments to the scope of services may be necessary if the details differ from the noted information.

Engineering Certificate of Authorization 3684

Proposal Number: 0757-403282
Reunion East CDD
June 30, 2023
Page 2 of 5

Scope of Services

The purpose of this evaluation is to complete an assessment of the condition of the existing roadway pavements along with the associated shallow soil and groundwater conditions, to develop engineering recommendations for rehabilitation of the existing roadways. To accomplish this goal, PSI’s proposed scope of services will include the following tasks.

Conduct a detailed visual reconnaissance of the roadway, including photo-documentation of representative pavement conditions along the road alignment.

Review readily available published geologic and topographic information. This published information will be obtained from the appropriate quadrangle maps published by the United States Geological Survey (USGS) and the "Soil Survey of Osceola County, Florida" published by the United States Department of Agriculture (USDA) Soil Conservation Service (SCS).

Execute a program of pavement coring and shallow subsurface soil sampling. As requested, we will perform seventeen (17) full-depth pavement cores (asphalt and base), along with shallow manual auger borings to a maximum depth of 5 feet below the existing pavement grade or depth of refusal at the proposed core locations, as shown in the provided attachments. PSI may adjust the pavement core locations to the nearest representative distress within the general areas. The pavement cores will be performed with a specialized hydraulic coring trailer with maintenance of traffic (MOT) being employed for safety. The pavement will be cored to determine the thickness and type of asphalt and base materials as well as to allow drilling of the associated shallow borings. Upon completion of the pavement cores and borings, PSI will backfill the boreholes with compacted sand and patch the pavement with cold-mix asphalt patching material per FDOT Standards.

Visually classify and stratify the pavement cores and representative soil samples in the laboratory using FDOT Standards (pavement cores) and the Unified Soil Classification System (soil samples). Conduct a limited laboratory testing program to confirm engineering properties of the encountered soils. Identify soil conditions at each boring location and form an opinion of the site soil stratigraphy.

Collect groundwater level measurements at the time the borings are performed.

Carry out engineering evaluations to determine the cause of the observed pavement distresses.

Develop engineering recommendations for rehabilitation/repair of the impacted areas of roadway.

The results of our field exploration and laboratory tests will be used in the engineering analyses of the pavement distress and to provide geotechnical engineering recommendations for remediation/rehabilitation of the roadway. The results of the pavement evaluation, including the recommendations and the data on which they are based, will be presented in a written engineering report prepared under the supervision of a professional engineer licensed in the State of Florida.

Proposal Number: 0757-403282
Reunion East CDD
June 30, 2023
Page 3 of 5

Schedule

We are in a position to start work on the assignment immediately upon receipt of authorization to proceed. The first task will be to coordinate obtaining utility clearance for the cores through Sunshine State One Call of Florida (Call 811). Public utility clearances will require on the order of 3 to 4 business days. The borings and pavement cores will require 2 days to complete after securing a public utility locate ticket through Sunshine One Call of Florida. Engineering and laboratory testing will be initiated thereafter, requiring a further 4 weeks to complete following field activities. We anticipate providing a written report in about 5 weeks following receipt of written authorization. We will continue to keep you and your civil engineer (Boyd Civil Engineering, Inc.) routinely apprised of the status of our services throughout the project.

Service Fee

We propose the fee for performance of the above-outlined services be determined in accordance with our Schedule of Services and Fees and the work be performed pursuant to PSI’s General Conditions. Copies of our Schedule of Services and Fees and General Conditions are enclosed herewith and incorporated by reference into this proposal. On the basis of the noted scope of services, PSI’s fee for the project will be $15,920.00.

Proposal Number: 0757-403282
Reunion East CDD
June 30, 2023
Page 4 of 5

Closure

We appreciate the opportunity to work with Reunion East Community Development District and Boyd Civil Engineering, Inc. on this project. If this proposal is acceptable, please sign below as formal notice to proceed and return one copy of this proposal intact to our office. Should you have any questions in regard to this proposal, please do not hesitate to contact this office.

Respectfully Submitted,
PROFESSIONAL SERVICE INDUSTRIES, INC.
Sincerely,

Luis E. Calderon, E.I.	Behnam Golestani, Ph.D., P.E.
Project Engineer	Principal Consultant/Senior Project Engineer

0757-403282 (Reunion East CDD - Pavement Evaluation)

Attachment:	Schedule of Services and Fees
General Conditions

Cc:	Mr. Steve Boyd – Boyd Civil Engineering, Inc.

AGREED TO THIS 	 DAY OF 	, 	
BY (Please Print):	 TITLE: 	  COMPANY: 		 SIGNATURE: 		

Proposal Number: 0757-403282
Reunion East CDD
June 30, 2023
Page 5 of 5

SCHEDULE OF SERVICES AND FEES
Pavement Evaluation – Reunion East CDD Osceola County, Florida

Description	Quantity	Unit	Unit
Rate	Total
Cost	
I. FIELD INVESTIGATION	
A.	Mobilization of Coring Rig	2	Each	$450.00	$ 900.00	
B.	Site Reconnaissance / Utility Coordination / Field Supervision					
	Pavement Engineer	4	Hours	110.00	440.00	
C.	Manual Auger Boring (17 @ 5 feet)
0 to 50 feet					
		85	Each	11.00	935.00	
D.	Maintenance of Traffic	2	Days	1,800.00	3,600.00	
E.	Pavement Coring & Patching	17	Each	250.00	4,250.00	
		Subtotal Field Investigation	$ 10,125.00	
II. LABORATORY TESTING	
A.	Visual Exam/Stratify Soils &
& Measure/Classify Asphalt – Staff Engineer	5	Hours	$85.00	$	425.00	
B.	Moisture Content	4	Each	15.00	60.00	
C.	Atterberg Limits	2	Each	120.00	240.00	
D.	-200 Sieve	8	Each	65.00	520.00	
		Subtotal Laboratory Testing	$  1,245.00	
III. ENGINEERING SERVICES	
A.	Principal Engineer	8	Hours	$230.00	$  1,840.00	
B.	Pavement Engineer	18	Hours	110.00	1,980.00	
C.	Draftsman	4	Hours	85.00	340.00	
D.	Technical Secretarial	6	Hours	65.00	390.00	
		Subtotal Engineering Services	$ 4,550.00	
			TOTAL ALL SERVICES	$ 15,920.00	

GENERAL CONDITIONS - FLORIDA

PARTIES AND SCOPE OF WORK: Professional Service Industries Inc. (“PSI”) shall include said company or its particular division, subsidiary or affiliate performing the work. “Work” means the specific service to be performed by PSI as set forth in PSl’s proposal, Client’s acceptance thereof and these General Conditions. Additional work ordered by Client shall also be subject to these General Conditions. “Client” refers to the person or business entity ordering the work to be done by PSI. If Client is ordering the work on behalf of another, Client represents and warrants that it is the duly authorized agent of said party for the purpose of ordering and directing said work. Unless otherwise stated in writing, Client assumes sole responsibility for determining whether the quantity and the nature of the work ordered by the client is adequate and sufficient for Client’s intended purpose. Client shall communicate these General Conditions to each and every third party to whom Client transmits any part of PSI’s work. PSI shall have no duty or obligation to any third party greater than that set forth in PSI’s proposal, Client’s acceptance thereof and these General Conditions. The ordering of work from PSI, or the reliance on any of PSI’s work, shall constitute acceptance of the terms of PSI’s proposal and these General Conditions, regardless of the terms of any subsequently issued document.

TESTS AND INSPECTIONS: Client shall cause all tests and inspections of the site, materials and work performed by PSI or others to be timely and properly performed in accordance with the plans, specifications and contract documents and PSI’s recommendations. No claims for loss, damage or injury shall be brought against PSI by Client or any third party unless all tests and inspections have been so performed and unless PSI’s recommendations have been followed. Client agrees to indemnify, defend and hold PSI, its officers, employees and agents harmless from any and all claims, suits, losses, costs and expenses, including, but not limited to, court costs and reasonable attorney’s fees in the event that all such tests and inspections are not so performed or PSl’s recommendations are not so followed.

PREVAILING WAGES: This proposal specifically excludes compliance with any project labor agreement, labor agreement, or other union or apprenticeship requirements. In addition, unless explicitly agreed to in the body of this proposal, this proposal specifically excludes compliance with any state or federal prevailing wage law or associated requirements, including the Davis Bacon Act. It is agreed that no applicable prevailing wage classification or wage rate has been provided to PSI, and that all wages and cost estimates contained herein are based solely upon standard, non-prevailing wage rates. Should it later be determined by the Owner or any applicable agency that in fact prevailing wage applies, then it is agreed that the contract value of this agreement shall be equitably adjusted to account for such changed circumstance. Client will reimburse, defend, indemnify and hold harmless PSI from and against any liability resulting from a subsequent determination that prevailing wage regulations cover the Project, including all costs, fines and attorney’s fees.

SCHEDULING OF WORK: The services set forth in PSI’s proposal and Client’s acceptance will be accomplished by PSI personnel at the prices quoted. If PSI is required to delay commencement of the work or if, upon embarking upon its work, PSI is required to stop or interrupt the progress of its work as a result of changes in the scope of the work requested by Client, to fulfill the requirements of third parties, interruptions in the progress of construction, or other causes beyond the direct reasonable control of PSI, additional charges will be applicable and payable by Client.

ACCESS TO SITE: Client will arrange and provide such access to the site and work as is necessary for PSI to perform the work. PSI shall take reasonable measures and precautions to minimize damage to the site and any improvements located thereon as the result of its work or the use of its equipment.

CLIENT’S DUTY TO NOTIFY ENGINEER: Client warrants that it has advised PSI of any known or suspected hazardous materials, utility lines and pollutants at any site at which PSI is to do work, and unless PSI has assumed in writing the responsibility of locating subsurface objects, structures, lines or conduits, Client agrees to defend, indemnify and save PSI harmless from all claims, suits, losses, costs and expenses, including reasonable attorney’s fees as a result of personal injury, death or property damage occurring with respect to PSI’s performance of its work and resulting to or caused by contact with subsurface or latent objects, structures, lines or conduits where the actual or potential presence and location thereof were not revealed to PSI by Client.

RESPONSIBILITY: PSI’s work shall not include determining, supervising or implementing the means, methods, techniques, sequences or procedures of construction. PSI shall not be responsible for evaluating, reporting or affecting job conditions concerning health, safety or welfare. PSI’s work or failure to perform same shall not in any way excuse any contractor, subcontractor or supplier from performance of its work in accordance with the contract documents. Client agrees that it shall require subrogation to be waived against PSI and for PSI to be added as an Additional Insured on all policies of insurance, including any policies required of Client’s contractors or subcontractors, covering any construction or development activities to be performed on the project site. PSI has no right or duty to stop the contractor’s work.

SAMPLE DISPOSAL: Test specimens will be disposed immediately upon completion of the test. All drilling samples will be disposed sixty (60) days after submission of PSI’s report.

PAYMENT: The quantities and fees provided in this proposal are PSI’s estimate based on information provided by Client and PSI’s experience on similar projects. The actual total amount due to PSI shall be based on the actual final quantities provided by PSI at the unit rates provided herein. Where Client directs or requests additional work beyond the contract price it will be deemed a change order and PSI will be paid according to the fee schedule. Client shall be invoiced once each month for work performed during the preceding period. Client agrees to pay each invoice within thirty (30) days of its receipt. Client further agrees to pay interest on all amounts invoiced and not paid or objected to for valid cause in writing within said thirty (30) day period at the rate of eighteen (18) percent per annum (or the maximum interest rate permitted under applicable law), until paid. Client agrees to pay PSI’s cost of collection of all amounts due and unpaid after thirty (30) days, including court costs and reasonable attorney’s fees. PSI shall not be bound by any provision or agreement requiring or providing for arbitration of disputes or controversies arising out of this agreement, any provision wherein PSI waives any rights to a mechanics’ lien, or any provision conditioning PSI’s right to receive payment for its work upon payment to Client by any third party. These General Conditions are notice, where required, that PSI shall file a lien whenever necessary to collect past due amounts. Failure to make payment within 30 days of invoice shall constitute a release of PSI from any and all claims which Client may have, whether in tort, contract or otherwise, and whether known or unknown at the time.

GENERAL CONDITIONS - FLORIDA
ALLOCATION OF RISK, LIMITATION OF LIABILITY, AND RELEASE OF INDIVIDUAL EMPLOYEES AND AGENTS: PURSUANT TO FLORIDA STATUE § 558.0035, AN INDIVIDUAL EMPLOYEE OR AGENT OF PSI MAY NOT BE HELD INDIVIDUALLY LIABLE FOR NEGLIGENCE.

SHOULD PSI OR ANY OF ITS EMPLOYEES BE FOUND TO HAVE BEEN NEGLIGENT IN THE PERFORMANCE OF ITS WORK, OR TO HAVE MADE AND BREACHED ANY EXPRESS OR IMPLIED WARRANTY, REPRESENTATION OR CONTRACT, CLIENT, ALL PARTIES CLAIMING THROUGH CLIENT AND ALL PARTIES CLAIMING TO HAVE IN ANY WAY RELIED UPON PSI’S WORK AGREE THAT THE MAXIMUM AGGREGATE AMOUNT OF THE LIABILITY OF PSI, ITS OFFICERS, EMPLOYEES AND AGENTS SHALL BE LIMITED TO $25,000.00 OR THE TOTAL AMOUNT OF THE FEE PAID TO PSI FOR ITS WORK PERFORMED ON THE PROJECT, WHICHEVER AMOUNT IS GREATER. IN THE EVENT CLIENT IS UNWILLING OR UNABLE TO LIMIT PSI’S LIABILITY IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN THIS PARAGRAPH, CLIENT MAY, UPON WRITTEN REQUEST OF CLIENT RECEIVED WITHIN FIVE DAYS OF CLIENT’S ACCEPTANCE HEREOF, INCREASE THE LIMIT OF PSI’S LIABILITY TO $250,000.00 OR THE AMOUNT OF PSI’S FEE PAID TO PSI FOR ITS WORK ON THE PROJECT, WHICHEVER IS THE GREATER, BY AGREEING TO PAY PSI A SUM EQUIVALENT TO AN ADDITIONAL AMOUNT OF 5% OF THE TOTAL FEE TO BE CHARGED FOR PSI’S SERVICES. THIS CHARGE IS NOT TO BE CONSTRUED AS BEING A CHARGE FOR INSURANCE OF ANY TYPE, BUT IS INCREASED CONSIDERATION FOR THE GREATER LIABILITY INVOLVED. IN ANY EVENT, ATTORNEY’S FEES EXPENDED BY PSI IN CONNECTION WITH ANY CLAIM SHALL REDUCE THE AMOUNT AVAILABLE, AND ONLY ONE SUCH AMOUNT WILL APPLY TO ANY PROJECT.

NEITHER PARTY SHALL BE LIABLE TO THE OTHER IN CONTRACT, TORT (INCLUDING NEGLIGENCE AND BREACH OF STATUTORY DUTY) OR OTHERWISE FOR LOSS OF PROFIT (WHETHER DIRECT OR INDIRECT) OR FOR ANY INDIRECT, CONSEQUENTIAL, PUNITIVE, OR SPECIAL LOSS OR DAMAGE, INCLUDING WITHOUT LIMITATION LOSS OF PROFITS, REVENUE, BUSINESS, OR ANTICIPATED SAVINGS (EVEN WHEN ADVISED OF THEIR POSSIBILITY).

NO ACTION OR CLAIM, WHETHER IN TORT, CONTRACT, OR OTHERWISE, MAY BE BROUGHT AGAINST PSI, ARISING FROM OR RELATED TO PSI’S WORK, MORE THAN TWO YEARS AFTER THE CESSATION OF PSI’S WORK HEREUNDER, REGARDLESS OF THE DATE OF DISCOVERY OF SUCH CLAIM.

INDEMNITY: Subject to the above limitations, PSI agrees not to defend but to indemnify and hold Client harmless from and against any and all claims, suits, costs and expenses including reasonable attorney’s fees and court costs to the extent arising out of PSI’s negligence as finally determined by a court of law. Client shall provide the same protection to the extent of its negligence. In the event that Client or Client’s principal shall bring any suit, cause of action, claim or counterclaim against PSI, the Client and the party initiating such action shall pay to PSI the costs and expenses incurred by PSI to investigate, answer and defend it, including reasonable attorney’s and witness fees and court costs to the extent that PSI shall prevail in such suit.

TERMINATION: This Agreement may be terminated by either party upon seven days’ prior written notice. In the event of termination, PSI shall be compensated by Client for all services performed up to and including the termination date, including reimbursable expenses.

EMPLOYEES/WITNESS FEES: PSI’s employees shall not be retained as expert witnesses except by separate, written agreement. Client agrees to pay PSI’s legal expenses, administrative costs and fees pursuant to PSI’s then current fee schedule for PSI to respond to any subpoena. For a period of one year after the completion of any work performed under this agreement, Client agrees not to solicit, recruit, or hire any PSI employee or person who has been employed by PSI within the previous twelve months. In the event Client desires to hire such an individual, Client agrees that it shall seek the written consent of PSI, and shall pay PSI an amount equal to one- half of the employee’s annualized salary, without PSI waiving other remedies it may have.

FIDUCIARY: PSI is not a financial advisor, does not provide financial advice or analysis of any kind, and nothing in our reports can create a fiduciary relationship between PSI and any other party.

RECORDING: Photographs or video recordings of the Client’s own project may be taken by and used for the Client’s own internal purposes. Photographs or video recordings may not be used for marketing or publicity, or distributed to a third party or otherwise published without PSI’s prior review and consent in writing. Taking photographs of other Clients’ samples, test setups, or facilities, or recording in any manner any test specimen other than the test specimen related to the Client’s project is prohibited; and the Client agrees to hold in strict confidence and not use any proprietary information disclosed either advertently or inadvertently. The Client shall defend, hold harmless, and indemnify PSI for any breach of this clause.

CHOICE OF LAW AND EXCLUSIVE VENUE: All claims or disputes arising or relating to this agreement shall be governed by, construed, and enforced in accordance with the laws of Illinois. The exclusive venue for all actions or proceedings arising in connection with this agreement shall be either the Circuit Court in Cook County, Illinois, or the Federal Court for the Northern District of Illinois.

PROVISIONS SEVERABLE: The parties have entered into this agreement in good faith, and it is the specific intent of the parties that the terms of these General Conditions be enforced as written. In the event any of the provisions of these General Conditions should be found to be unenforceable, it shall be stricken and the remaining provisions shall be enforceable.

ENTIRE AGREEMENT: This agreement constitutes the entire understanding of the parties, and there are no representations, warranties or undertakings made other than as set forth herein. This agreement may be amended, modified or terminated only in writing, signed by each of the parties hereto.

Section VIII

From: PM FSF <pm@gymrepair.com> Date: Tue, Jun 27, 2023 at 10:30 AM
Subject: Preventative Maintenance Amendment - 2 times per month To: tadams@gmscfl.com <tadams@gmscfl.com>

Good morning Tricia,

We are happy to perform your PM visit twice per month.

The last time we had an amendment to your agreement, it had to be written up on your end.

If you can please send us an amendment to add an extra visit monthly for the remainder of the agreement – July – December at $300/visit, we will sign and return and we will begin twice monthly visits immediately.

Please let me know if there is anything I can help with. I look forward to your reply.
Sincerely,

Tabitha Garris

Preventative Maintenance Coordinator Fitness Services of Florida, Inc.
954-753-6088 x100

www.gymrepair.com

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Section IX

This instrument prepared by and return to:
Jan Albanese Carpenter, Esq.
Latham, Luna, Eden & Beaudine, LLP Post Office Box 3353
Orlando, Florida 32802

Project: Terraces at Reunion Resort & Club (Condominium Development) Property Appraisers Parcel ID Number: 35-25-27-4896-001-0C10

TEMPORARY CONSTRUCTION EASEMENT

This TEMPORARY CONSTRUCTION EASEMENT (this “Easement Agreement”) is dated as of this   day of July, 2023 (the “Effective Date”) by and between REUNION EAST COMMUNITY DEVELOPMENT DISTRICT, a community development district formed pursuant to Chapter 190, Florida Statutes, whose mailing address is c/o Governmental Management Services – Central Florida, LLC, 219 E. Livingston Street, Orlando, Florida 32801 (the “Grantor” or “District”), and 7500 MOURNING DOVE REUNION LLC, a Florida limited liability company, whose mailing address is 1212 NW 82nd Avenue, Miami, Florida 33126, and IMF DEVELOPERS LLC, a Florida limited liability company, whose mailing address is 1212 NW 82nd Avenue, Doral, Florida 33126 (collectively, the “Grantee”), the foregoing sometimes being individually referred to herein as a “Party” or collectively as the “Parties.”

RECITALS

Grantor is a local unit of special purpose government created in accordance with the Uniform Community Development Act of 1980, Florida Statutes, as amended (the “Act”).

Grantor was created by the Board of County Commissioners of Osceola County, Florida (the “County”) by the adoption of County Ordinance No. 01-31 on September 24, 2001, effective as of October 3, 2001, and Grantor’s boundaries were expanded by the adoption of County Ordinance No. 05-26 on July 18, 2005, effective as of July 22, 2005 (collectively, the “Ordinance”), pursuant to the Act.

Pursuant to the Act, Grantor is authorized to construct, acquire, operate and maintain public infrastructure improvements and services as set forth in Section 190.012(1), Florida Statutes, for which Grantor may impose, levy and collect non-ad valorem special assessments on land within the boundaries described in the Ordinance.

7500 Mourning Dove Reunion LLC owns certain real property in Osceola County, Florida, as described in Exhibit “A” attached hereto (the “Grantee’s Property”).

Grantor owns certain real property within the boundaries described in the Ordinance (the “District’s Property”), including land abutting the Grantee’s Property (the “Easement Area”); the Easement Area is described in Exhibit “B” attached hereto.

Grantee intends to construct a condominium development comprised of approximately 102 dwelling units on Grantee’s Property, in accordance with the Site Development Plan, dated December 7, 2022, attached hereto as Exhibit “C” (the “Work” or “Grantee’s Project”).

The Parties have agreed that Grantor shall grant Grantee a temporary access and construction easement upon, over and through the Easement Area for the purpose of constructing Grantee’s Project, subject to and upon the terms, conditions and limitations hereinafter set forth below (the “Easement”).

AGREEMENT

NOW THEREFORE, for an in consideration of the above recitals, the mutual promises and covenants contained hereinbelow, and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged by the Parties as follows:

Integration of Recitals. The foregoing recitals are true, accurate and correct and are incorporated herein by this reference.

Grant of Temporary Access and Construction Easement. Grantor hereby gives, grants, bargains and releases unto Grantee, a temporary easement for the purpose of providing temporary ingress and egress by Grantee over and across the Easement Area and to perform all such necessary acts for the Grantee’s Project, which shall be conducted with commercially reasonable construction practices and hours of operation. This Easement Agreement is subject and subordinate to the rights of the Osceola County and to the rights of others, if any, to locate, construct, maintain, repair and replace roadway related improvements and utilities over, through and across the Easement Area. This Easement Agreement shall automatically terminate upon completion of construction of the Grantee’s Project, as evidenced by a certificate of completion signed by the engineer of record. The Grantee acknowledges that the District’s Property includes public roads and sidewalks, such that a heightened level of safety and security is imperative to protect vehicular and pedestrian use. The Grantee shall have all other rights and benefits necessary or convenient for the full enjoyment or use of the rights herein granted, including, but without limiting the same to, the right of ingress and egress over and across the Easement Area. Grantor hereby retains the right to utilize the Easement Area for any purpose which the Grantor may desire which does not unreasonably interfere with the Grantee’s exercise of the easement rights herein granted.

Indemnification. The Grantee by its acceptance hereof covenants and agrees to indemnify the Grantor and its agents, contractors, employees, tenants, tenants’ agents, or invitees and hold them harmless from any and all claims for personal injuries, death, or property damage, and any liens, liabilities, losses, damages, demands, charges, or expenses whatsoever, including, but not limited to, attorneys’ fees, which arise out of, in connection with, or by reason of the Grantee’s exercise of its rights under this Easement, except such loss or damage as may result from the willful acts of the Grantor or its agents, contractors, employees, tenants, tenants’ agents, or invitees. Grantee’s liability and the indemnity provided herein shall survive the expiration or sooner termination of this Easement Agreement.

Restoration of the Easement Area. Grantee agrees to restore the District’s Property/Easement Area, to its prior condition and in a safe and workmanlike manner following any damage to the District’s Property/Easement Area within 30 days of such damage, unless otherwise agreed to by the District. Grantee agrees to have all affected roads swept at least once every 30 days during the performance of the Work. In the event the Grantee does not fully restore the District’s Property/Easement Area within the 30 day period specified herein, the Grantee hereby consents to the District restoring it at the sole cost of the Grantee, including interest at the highest rate permitted by law, fees for administration, interest charges; such costs may be a lien on Grantee’s Property enforceable by Grantor.

Compliance with Laws, Regulations, Rules and Policies. At all times, Grantee shall operate in accordance with all applicable laws, statutes, regulations, rules, ordinances, policies, permits and orders at Grantee’s sole cost and expense, including but not limited to environmental laws. Grantee will take such action as may be necessary to comply with any and all notices, orders or other requirements affecting the Work described herein as may be issued by any governmental agency having jurisdiction. Grantee is responsible for obtaining all permits or other approvals required for the Work, at Grantee’s sole cost and expense.

Grantee shall obtain an approved Maintenance of Traffic (MOT) Plan for impacts to roadways caused by the Work described herein. The MOT Plan shall be in accordance with the Manual on Uniform Traffic Control Devices (latest edition and revisions) and the Florida Department of Transportation Roadway Design Standards (latest edition and revisions). Grantee agrees to comply with all MOT requirements promulgated by Osceola County.

Grantee shall perform all Work between the hours of 8:00 a.m. and 6:00 p.m. to avoid inconvenience to neighboring properties.

Limitation of Rights. This Easement Agreement creates a non-exclusive temporary easement, and Grantee does not and shall not (at any time) claim any interest or estate of any kind or extent whatsoever in the Easement Area/District’s Property by virtue of this Easement Agreement or Grantee’s use of the Easement Area pursuant hereto. Furthermore, except as for the Work, no new facilities shall be constructed which impact the Easement Area/District’s without the prior written consent of Grantor.

Vehicular Ingress and Egress. Only to the extent reasonably practicable to enable the Grantee to exercise its rights under this Easement Agreement, the Grantee’s rights of vehicular ingress and egress to and from the Easement Area shall be limited to the public drives, roads, and parking areas constructed upon the land of which the Easement Area forms a part. No equipment, vehicles or materials of Grantee and/or its agents/contractors may be left overnight on the District Property.

Insurance. Grantee shall maintain comprehensive general liability insurance, at Grantee’s sole expense, in the type and amount of coverage as considered customary and reasonable within its industry and for the Work. Grantee shall name the Grantor as an additional insured. Certificates of insurance (and copies of all policies, if required by the Grantor) shall be furnished to the Grantor prior to the mitigation of any Work. In the event of any cancellation or

reduction of coverage, Grantee shall obtain substitute coverage as required under this Easement Agreement, without any lapse of coverage to District whatsoever.

Unless otherwise agreed to by Grantor and Grantee in writing, Grantee’s contractors shall carry (at their own cost and expense), the following insurance:

Occurrence basis commercial general liability insurance (including broad form contractual coverage) and automobile liability insurance, each with minimum limits of Five Million Dollars ($5,000,000.00) combined single limit per occurrence, protecting Grantee from claims for bodily injury (including death) and property damage which may arise from or in connection with the performance of Grantee and/or Grantee’s permitted users’ hereunder or from or out of any act or omission of Grantee and/or Grantee’s permitted users’ and their related, affiliated and subsidiary companies and the officers, directors, agents, and employees of each, which insurance shall name Grantor as additional insured (the “Additional Insured”); and

Worker’s compensation insurance as required by applicable Laws (and employer’s liability insurance) with minimum limits of One Million Dollars ($1,000,000.00) per occurrence.

All such insurance required herein shall be with companies licensed to issue insurance in the State of Florida and which have a Best Guide rating of B+ VII or better, shall include a waiver of subrogation, be primary and noncontributory and shall provide that the coverage thereunder may not be reduced or canceled unless thirty (30) days prior written notice thereof is furnished to Grantor. Upon Grantor’s written request, certificates of insurance, together with copies of the binding endorsements identifying the Additional Insured, shall be promptly furnished to Grantor. In the event of any cancellation or reduction of coverage, Grantee shall obtain substitute coverage as required hereunder, without any lapse of coverage to Grantor.

Public Records. Grantee acknowledges that the Grantee is a special purpose government, subject to the Public Records Act, and certain records related to this Easement Agreement may be considered Public Records under Florida law.

Entire Agreement. This Easement Agreement contains the entire agreement between the Parties, and there are no other terms, conditions, promises, undertakings, statements or representations, express or implied, concerning the matters contemplated by this Easement Agreement.

No Warranty and Amendments. Grantor makes no representations, statements, warranties, or agreements to Grantee in connection with this Easement Agreement, the Easement Area or the District Property. This Easement Agreement embodies the entire understanding of the parties hereto, and supersedes all prior discussions and agreements between the parties hereto, and there are no further or other agreements or understanding, written or oral, in effect between the parties relating to the subject matter hereof. This Easement Agreement shall not be modified or amended in any respect except by a written agreement executed by or on behalf of the parties hereto in the same manner as executed herein. Notwithstanding anything to the contrary set forth in this Easement Agreement, Grantee acknowledges and agrees that Grantee’s (and Grantee’s contractors’) use of the Easement Area is at its own risk and neither Grantor nor Grantor’s agents

shall have any liability or obligation for or with respect to any loss or damage to any of the Grantee’s Property arising out of or related to Grantor’s or the Grantor’s agents’ use of or activities within the Easement Area or the District’s Property.

Modification. No alterations, changes, modifications or amendments shall be made to this Easement, except in writing and signed by the Parties hereto.

Governing Law and Jurisdiction. This Easement Agreement shall be governed by, construed under and interpreted and enforced in accordance with the laws of the State of Florida.

Any legal proceeding of any nature brought by either party against the other to enforce any right or obligation under this Easement Agreement, or arising out of any matter pertaining to this Easement Agreement, shall be exclusively submitted before any court sitting in Osceola County, Florida, having subject matter jurisdiction. The parties consent and submit to the exclusive jurisdiction of any such court. THE PARTIES EXPRESSLY AND VOLUNTARILY WAIVE ALL RIGHTS TO TRIAL BY JURY WITH RESPECT TO ANY MATTERS ARISING UNDER AND/OR IN CONNECTION WITH THIS EASEMENT AGREEMENT, THE EASEMENT, AND/OR THE EASEMENT AREA.

IN WITNESS WHEREOF, the Grantor has caused this Easement Agreement to be duly executed under seal and delivered by its respective authorized representative on the day and year first above written.

SIGNATURE PAGES TO FOLLOW

WITNESSES:

Print Name: 	

Print Name: 		GRANTOR:

REUNION EAST COMMUNITY DEVELOPMENT DISTRICT, a
community development district formed pursuant to Chapter 190, Florida Statutes

By: 	 Name:		 Chairman/Vice-Chair, Board of Supervisors	

STATE OF FLORIDA	)
COUNTY OF 	)

The foregoing instrument was acknowledged before me by means of ☐ physical presence or ☐

online notarization, this

	 day of

	, 2023 by 	 as the

	, of REUNION EAST COMMUNITY DEVELOPMENT DISTRICT, a community
development district formed pursuant to Chapter 190, Florida Statutes, for and on behalf of said
district, who is ☐ personally known to me or has produced 	 as identification.

Signature of Notary Public

WITNESSES:

Print Name: 	

Print Name: 		GRANTEE:

7500 MOURNING DOVE REUNION
LLC, a Florida limited liability company

By: QUA INTEGRAL SERVICES
LLC, a Florida limited liability company, its Manager

Signature: 	 Name: Alex Nahabetian
Title: Manager	

STATE OF FLORIDA	)
COUNTY OF	)

The foregoing instrument was acknowledged before me by means of ☐ physical presence

or ☐ online notarization, this 	

day of 	, 2023 by Alex Nahabetian, as Manager of

QUA INTEGRAL SERVICES LLC, a Florida limited liability company, as Manager of 7500 MOURNING DOVE REUNION  LLC, a Florida limited liability company, on behalf of said
companies, who is ☐ personally known to me or has produced 	 as
identification.

Signature of Notary Public

WITNESSES:

Print Name: 	

Print Name: 		GRANTEE:

IMF DEVELOPERS LLC, a Florida limited liability company

By: QUA INTEGRAL SERVICES
LLC, a Florida limited liability company, its Manager

Signature: 	 Name: Alex Nahabetian
Title: Manager	

STATE OF FLORIDA	)
COUNTY OF	)

The foregoing instrument was acknowledged before me by means of ☐ physical presence

or ☐ online notarization, this 	

day of 	, 2023 by Alex Nahabetian, as Manager of

QUA INTEGRAL SERVICES LLC, a Florida limited liability company, as Manager of IMF DEVELOPERS LLC, a Florida limited liability company, on behalf of said companies, who is ☐ personally known to me or has produced 	 as identification.

Signature of Notary Public

(Print Notary Name)
My Commission Expires: 	
AFFIX NOTARY STAMP	Commission No.:	

EXHIBIT “A”

Grantee’s Property

[See attached: Legal Description for Parcel No. 35-25-27-4896-0001-0C10]

EXHIBIT “B”

Easement Area

[See attached: Legal Description for Parcel No. 35-25-27-4896-0001-0C17]

EXHIBIT “C”

Terraces at Reunion Resort & Club Site Development Plan

[See attached: Site Development Plan, dated December 7, 2022]

Section X

6/13/2023

Mr. Alan Scheerer Reunion East CDD 219 East Livingston St. Orlando, FL 32801
Phone: 407-841-5524 Mobile: 407-398-2890
ascheerer@gmscfl.com

RE: Reunion Village RFID Reader (061323SG) Dear Mr. Scheerer,
Thank you for giving us the opportunity to quote on your access control requirements for Reunion, a residential community located in Osceola County. Following is a description of the job to be performed and our cost quotation.

The cost information given should be considered budgetary at this time. When you have made your final decision as to the configuration of the job, we will be pleased to submit a final price.

WORK EFFORT

This effort will consist of furnishing and installing one (1) RFID reader to grant entry to residents. It will be installed on the right-hand side of the entrance lane. The RFID reader will be wirelessly connected to and controlled by (a web-based programmable entry controller located in the guardhouse. All existing access control devices will retain their current locations and functionalities.

NOTE: This proposal is based on all existing electrical wiring, communications wiring, conduit, gate operators, access control devices detector loops, loop detectors, etc. being present and in proper working order for re-use. Any additional labor and materials necessary will be separate and billable.

Base System Equipment
1 ea Linear model “eMerge” web-based node

1 ea TransCore “SmartPass” integrated RFID reader
1 ea Surge suppression (power and control) for integrated RFID reader 1 ea Ground rod for integrated RFID reader
1 ea Guardian Access pedestal for integrated RFID reader 1 ea Wireless Wiegand bridge
1 ea Router

Base System Price
Total base system price including
equipment, installation, and freight, as quoted:	$16,320.00

INSTALLATION

Includes:
Installing all equipment.
Providing electrical power to system equipment.
Providing of conduit and control wiring between equipment items.
Concrete work required for device mounting.
Making all power and electrical connections to equipment.
Testing out system for proper operation.
Training owner in operation of system.

Does Not Include:
Installing loops in driveway.
Grounding of fence, if required or applicable.
Decorative brick paver removal, if required or applicable.
Adequate signage, if required or applicable.
Costs for permits, bonds, surveys, drawings (which includes electrical, mechanical, engineering, elevation, etc.) or site plan modifications.
Concrete work required for construction of walls, islands or curb separations in or adjacent to roadways.
Removal of trees or other landscaping that may be removed.
Repair and/or replacement of grass, irrigation lines, sprinklers, control wiring or any other landscape materials that might be damaged during installation.
Cost of repairing undetected items that may be damaged during installation.
Cost of installing, and monthly rental on, high-speed internet service with a Static IP address required by programmable entry device.

ADDITIONAL INFORMATION

Warranty
Our warranty covers all parts, labor & travel, with the only exclusions being vandalism (such as being hit by a vehicle) and natural disaster (such as lightning or flooding). The warranty for the system is one year from date of completed installation.

Annual Service Agreement
Equipment manufacturers recommend regular preventive maintenance, similar to automobiles and HVAC units. Consistent and professional service calls ensure your return on investment by enhancing equipment effectiveness, prolonging equipment longevity, and minimizing downtime. Service technicians from Guardian Access Systems will perform factory-trained work on all of our installed equipment.
Benefits included in the maintenance plan:
5% discount on parts not related to vandalism.
10% discount on parts for service related to vandalism.
10% discount on 24/7 emergency services after business hours and weekends.

Service Support
At Guardian Access, we are very proud of our service department. We have provided sales and service in Central Florida since 1942 and have been installing and maintaining gated entry systems for over 25 years. Guardian Access provides factory-trained technicians, radio dispatched service vehicles and a large inventory of spares for most products sold. Because of this attention to service, calls are responded to the same or next working day with 95% of all problems encountered being repaired on the first call. If the highest quality installation and service after the sale are of importance in your purchasing decision, Guardian Access is the right choice.

Quotation Expiration
This quotation remains valid for 15 days from the submission date. Guardian Access reserves the right to requote after this time period elapses.

Terms of Sale
Normal terms of sale require that fifty percent (50%) of the quoted system cost is due at time of order. Forty percent (40%) is due when all equipment is installed on site and must be received before the system will be made operational. The remaining ten percent (10%) Net 30 after substantial completion.

If you have any questions, please be sure and give me a call. We look forward to serving you soon.

Sincerely yours,

Steven Guettler
Guardian Access Solutions
dba Access Control Systems, LLC
Cell 407-274-7745 / Office 407-422-8850
steve.guettler@guardianaccess.com

Section XI

Item will be provided under separate cover.

Section XII

Section A

Section 1

ATTORNEYS AT LAW

Michael J. Beaudine
Jan Albanese Carpenter Daniel H. Coultoff Jennifer S. Eden Dorothy F. Green Bruce D. Knapp
Peter G. Latham	201 SOUTH ORANGE AVENUE, SUITE 1400
ORLANDO, FLORIDA 32801 POST OFFICE BOX 3353 ORLANDO, FLORIDA 32802
TELEPHONE: (407) 481-5800
FACSIMILE: (407) 481-5801
WWW.LATHAMLUNA.COM	Jay E. Lazarovich Marc L. Levine Justin M. Luna Lori T. Milvain
Benjamin R. Taylor Christina Y. Taylor Kristen E. Trucco Daniel A. Velasquez	

To:	CDD Board of Supervisors

From:	District Counsel (Jan Albanese Carpenter, Jay Lazarovich and Kristen Trucco)

Re:	New Law Requiring Ethics Training for Elected Officials and Other Legislative Updates

Date:	July 6, 2023

We are providing you with information about a new law which affects all CDD Board of Supervisors, as elected local officers of independent special districts.

Beginning on January 1, 2024, Section 112.3142, Florida Statutes, requires each elected local officer of an independent special district and each person who is appointed to fill a vacancy for an unexpired term to complete four (4) hours of ethics training each calendar year. This ethics training must address, at a minimum: Section 8, Article II of the Florida Constitution; the Code of Ethics for Public Officers and Employees; and Florida’s public records and public meetings laws. A copy of Section 112.3142, Florida Statutes is attached to this document.

The required ethics training may be satisfied by completion of a continuing legal education class or other continuing professional education class, seminar or presentation, so long as the required subject matter is covered. We strongly recommend that you keep track of all of the ethics training you complete since you will be required to self-certify on your annual Form 1 that you have completed the required ethics training for that year.

There are ethics training resources available online at no cost to you. Specifically, FLC University is offering a virtual training on July 12, 2023, that will fulfill the four (4) hour requirement (https://register.gotowebinar.com/register/1108128928632648288), and Florida’s Commission on Ethics (the “Commission”) has provided several video links and other resources on their website to assist you in meeting this new requirement (https://ethics.state.fl.us/Training/Training.aspx).

According to the Commission, training “hours” may be measured in 50-minute increments and a combination two hours of ethics training, one hour of open meetings training and one hour of public records training is sufficient to satisfy the four-hour requirement (See CEO 13-15 and CEO 13-24).

We recommended that you complete this training requirement by July 1st each year in order to verify your compliance with the law on your Form 1 (Statement of Financial Interests). For new

Supervisors, the Legislature intends for this ethics training to be completed as close as possible to the date of assuming office. For Supervisors elected or appointed on or before March 31st of any given year, the annual training is required to be completed on or before December 31st. For Supervisors assuming a new office after March 31st, ethics training is not required for the calendar year in which his/her term of office began.

Other Legislative Updates:

Concealed Carry: There was a change in the law regarding concealed carry of firearms; however, we would like to remind you that under Section 790.06 (12)(a)(7), Florida Statutes, open carry of a handgun, concealed weapons and firearms are still prohibited in meetings of the governing body of a special district.

Technology Transparency: Beginning July 1, 2023, Section 112.23, Florida Statutes, prohibits any officer of a district from communicating with a social media platform to request removal of content or accounts from a social media platform, as well as initiating or maintaining any agreements or working relationships with a social media platform for the purpose of content moderation. We recommend any CDDs that maintain a Facebook page or any other social media account refrain from the prohibited conduct, unless it meets one of the exceptions as listed under Section 112.23(4), Florida Statutes, such as routine account management, including, but not limited to, the removal or revision of the governmental entity’s content or account or identification of accounts falsely posing as a governmental entity or officer; an attempt to remove content or an account that pertains to the commission of a crime or violation of Florida’s public records law; or an investigation or inquiry related to an effort to prevent imminent bodily harm, loss of life or property damage.

Government and Corporate Activism: Beginning on July 1, 2023, Section 287.05701, Florida Statutes, prohibits requesting documentation or consideration of a vendor’s social, political or ideological interests and giving preference to a vendor based on the same, when considering government contracts. This section further requires any solicitation for the procurement of contractual services by the governing body of a special district to include a provision notifying vendors of the provisions of this section.

Please feel free to contact the District Manager or our office should you have any questions on these new laws or their requirements.

Thank you.

2

Section C

Section 1

Reunion East Action Items
g Assign	
Action Item	Assigned To	
Status	
Comments	

3/14/11	

Irrigation Management	
Kingwood/ Trucco	

In Process	Draft agreement for Operation of Irrigation System under legal review.	

2/13/20	
Access to Reunion Village/Davenport Creek Bridge	

Boyd/Scheer er	

In Process	Meyer construction portion of project completed July 2023. ACT agreement executed.	

Traffic Calming			FY2023 R&M Project on hold until after Pavement Report.	

Pavement Management Plan	

Boyd	

In Process	Report presented June 2023. Scheduled for BOS review and acceptance July 2023.	

1/9/23	Seven Eagles Fountain Replacement	
Scheerer		
Proposals pending.	

5/22/23	RFID & Transponder at Reunion Village Gate	
Scheerer		Proposal for consideration 07.13.2023.	

6/8/23	Trim Trees Around Traffic Enforcement Signs	
Scheerer			

6/8/23	

Repurpose The Stables			Minor modification application to Recreation/Food & Beverage - proposal from Bond Counsel regarding opinion on options	
Reunion West Action Items	
Meetin g Assign ed	

Action Item	

Assigned To	

Status	

Comments	

1/13/22	
Monitor Residential/ Industrial/Commercial Development Nearby Reunion	

Adams		https://permits.osceola.org/Citizen Access/Default.aspx Parcel  Numbers: 282527000000600000 
51.02 acres 332527000000500000 
52.55 acres 3325273160000A0090 
19.04 acres	

12/9/21	Monitor Sinclair Road Extension Project	
Adams		www.Osceola.org/go/sinclai rroad	
	
Monitor Old Lake Wilson Road Improvement Project	

Adams		
www.improveoldlakewilsonroad.co m	

Traffic Calming		

In Process	Radar Display Signs approved for RW/Encore neighborhood 02.09.2023. Signs received and installation pending as of 07.06.2023.	

	Pavement Management Plan	
Boyd		
Report pending.	

1/9/23	

Sign Upgrades	

Scheerer		Street signs to be upgraded to Reunion standard where needed.	

2/9/23	
Temporary Parking Signs at Playground/Mail Parking	

Scheerer	

Completed	

Completed 06.12.2023	

Section 2

Reunion East
Community Development District
Summary of Check Register

June 1, 2023 to June 30, 2023

Fund	Date	Check No.'s		Amount	
General Fund	6/7/23	5701-5710	$	35,765.32	
	6/14/23	5711-5720	$	74,152.07	
	6/20/23	5721-5726	$	228,316.00	
	6/28/23	5727-5732	$	12,674.50	
			$	350,907.89	
Replacement & Maintenance	6/7/23	217	$	6,277.50	
	6/28/23	218	$	53,696.66	
			$	59,974.16	
Payroll	June 2023
John Dryburgh	
50710	
$	
184.70	
	June Wispelwey	50711	$	184.70	
	Mark Greenstein	50712	$	184.70	
	Steven Goldstein	50713	$	184.70	
	Trudy Hobbs	50714	$	184.70	
			$	923.50	
			$	411,805.55	

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER
*** CHECK DATES 06/01/2023 - 06/30/2023 ***	GENERAL FUND
BANK A REUNION EAST CDD

CHECK REGISTER	RUN	7/06/23	

STATUS		
AMOUNT	
*		74.48	
*		58.52	
*		624.40	
*		490.60	

CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...	VENDOR NAME

PAGE	1

....CHECK.....

DATE	DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS	AMOUNT	#
6/07/23 00074	5/31/23 211618	202305 320-53800-47000
AQUATIC PLANT MGMT MAY23 5/31/23 211618	202305 300-13100-10100
AQUATIC PLANT MGMT MAY23 5/31/23 211652	202305 320-53800-47000
AQUATIC MGMT 11POND MAY23 5/31/23 211652	202305 300-13100-10100
AQUATIC MGMT 11POND MAY23
APPLIED AQUATIC MANAGEMENT, INC.	1,248.00 005701
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/07/23 00095	5/26/23 S93244	202305 320-53800-57400	*	1,013.96 RPLC GEAR REDUCER/TEST
5/26/23 S93244	202305 300-13100-10100	*	796.69
RPLC GEAR REDUCER/TEST
ACCESS CONTROL SYSTEMS, LLC	1,810.65 005702
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/07/23 00129	5/27/23 5300	202305 320-53800-46200	*	383.60
SE-INST.20 LOUNGE CHAIRS
5/27/23 5300	202305 300-13100-10100	*	301.40
SE-INST.20 LOUNGE CHAIRS
5/27/23 5301	202305 320-53800-46200	*	159.60
TER-REINST.HNDRAIL AT ENT
5/27/23 5301	202305 300-13100-10100	*	125.40
TER-REINST.HNDRAIL AT ENT
BERRY CONSTRUCTION INC.	970.00 005703
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/07/23 00134	5/31/23 3699	202305 310-51300-31100	*	268.75
ATTEND CDD MEETING
5/31/23 3700	202305 310-51300-31100	*	1,928.71
FINAL RPT/PAVEMENT INSPCT
BOYD CIVIL ENGINEERING	2,197.46 005704
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/07/23 00010	5/30/23 8-147-07 202305 310-51300-42000	*	35.20
DELIVERY 05/22/23
FEDEX	35.20 005705
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/07/23 00176	5/25/23 26992	202305 320-53800-48200	*	168.00
PREVENTATIVE MAINT MAY23
5/25/23 26992	202305 300-13100-10100	*	132.00
PREVENTATIVE MAINT MAY23
FITNESS SERVICES OF FLORIDA INC	300.00 005706
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/07/23 00049	4/30/23 591	202304 320-53800-48100	*	115.16
INSPCT HEIGHT POST/PICKUP
4/30/23 591	202304 300-13100-10100	*	90.49
INSPCT HEIGHT POST/PICKUP
GOVERNMENTAL MANAGEMENT SERVICES	205.65 005707
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
REUE REUNION EAST	TVISCARRA

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	7/06/23	PAGE	2
*** CHECK DATES 06/01/2023 - 06/30/2023 ***	GENERAL FUND
BANK A REUNION EAST CDD
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#
6/07/23 00054	6/01/23 2023JUN	202306 320-53800-34500	*	6,533.33 SECURITY SERVICES JUN23
6/01/23 2023JUN	202306 300-13100-10100	*	5,133.33 SECURITY SERVICES JUN23
REUNION RESORT & CLUB MASTER ASSOC.	11,666.66 005708
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/07/23 00175	6/01/23 8859	202306 320-53800-46200	*	8,680.00
POOL MAINTENANCE JUN23
6/01/23 8859	202306 300-13100-10100	*	6,820.00
POOL MAINTENANCE JUN23

- -	-	-	-	-	-	-	- - - -	
*							244.69	
*							192.26	
*							178.08	

ROBERTS POOL SERVICE AND REPAIR INC	15,500.00 005709

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/07/23 00060	5/18/23 401369	202305 320-53800-46200
CP-RPLC VALVE/FLOAT BASIN 5/18/23 401369	202305 300-13100-10100
CP-RPLC VALVE/FLOAT BASIN 5/19/23 401379	202305 320-53800-46200

	*	139.92		
	*	230.69			
	*	181.26			
	*	372.29			
			*	292.51			

CP-INST.NEW SPA CLOCK
5/19/23 401379	202305 300-13100-10100
CP-INST.NEW SPA CLOCK
5/24/23 401459	202305 320-53800-46200
SE-REPLUMB VALVE/PIPE/FNT 5/24/23 401459	202305 300-13100-10100
SE-REPLUMB VALVE/PIPE/FNT 5/26/23 401504	202305 320-53800-46200
HS-REPLUMB PUMP/RPR LEAK 5/26/23 401504	202305 300-13100-10100
HS-REPLUMB PUMP/RPR LEAK

- - - - - - - -

SPIES POOL LLC	1,831.70 005710
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/14/23 00129	6/01/23 5302	202306 320-53800-53200	*	372.40
FURNISH POST/INST.SGN KID
6/01/23 5302	202306 300-13100-10100	*	292.60
FURNISH POST/INST.SGN KID
6/02/23 5303	202305 320-53800-46200	*	159.60
SE-STORE LOUNGE CHAIR/EQP
6/02/23 5303	202305 300-13100-10100	*	125.40
SE-STORE LOUNGE CHAIR/EQP
BERRY CONSTRUCTION INC.	950.00 005711
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/14/23 00147	5/24/23 I112060	202305 320-53800-46200	*	652.40
CP-FLUSH VALVE/BRASS SPUD
5/24/23 I112060	202305 300-13100-10100	*	512.60
CP-FLUSH VALVE/BRASS SPUD
6/02/23 I112455	202306 320-53800-46200	*	100.80
HC-CHNG MTR TO SLOW/DIAPH
REUE REUNION EAST	TVISCARRA

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	7/06/23	PAGE	3
*** CHECK DATES 06/01/2023 - 06/30/2023 ***	GENERAL FUND
BANK A REUNION EAST CDD
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#
6/02/23 I112455	202306 300-13100-10100	*	79.20
HC-CHNG MTR TO SLOW/DIAPH
BROWNIE'S SEPTIC AND PLUMBING LLC	1,345.00 005712
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/14/23 00176	6/05/23 26998	202306 320-53800-48200	*	1,224.48
SVC CALL-2 CNTRLR/LEG EXT
6/05/23 26998	202306 300-13100-10100	*	962.09
SVC CALL-2 CNTRLR/LEG EXT
FITNESS SERVICES OF FLORIDA INC	2,186.57 005713
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/14/23 00049	6/01/23 589	202306 310-51300-34000	*	3,874.08
MANAGEMENT FEES JUN23
6/01/23 589	202306 310-51300-35200	*	83.33
WEBSITE ADMIN JUN23
6/01/23 589	202306 310-51300-35100	*	133.33
INFORMATION TECH JUN23
6/01/23 589	202306 310-51300-31300	*	833.33
DISSEMINATION FEE JUN23
6/01/23 589	202306 310-51300-51000	*	.81
OFFICE SUPPLIES
6/01/23 589	202306 310-51300-42000	*	23.83
POSTAGE
6/01/23 589	202306 310-51300-42500	*	472.50
COPIES
6/01/23 590	202306 320-53800-12000	*	3,487.00
FIELD MANAGEMENT JUN23
6/01/23 590A	202304 320-53800-48100	*	35.66
STAPLES-REUNION LETTERING
6/01/23 590A	202304 310-51300-42000	*	1.15
USPS-POSTAGE FOR 941 FORM
GOVERNMENTAL MANAGEMENT SERVICES	8,945.02 005714
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/14/23 00119	6/05/23 115221	202305 310-51300-31500	*	3,583.00
WORKSHOP/MTG/IRG AGR/EASE
6/05/23 115222	202305 310-51300-31500	*	63.00
REV.FDOT OFFER/CORRESPOND
LATHAM,LUNA,EDEN & BEAUDINE,LLP	3,646.00 005715
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/14/23 00092	5/31/23 800	202305 320-53800-12100	*	758.33
MANAGEMENT FEES JUN23
5/31/23 800	202305 300-13100-10100	*	595.83
MANAGEMENT FEES JUN23
5/31/23 801	202305 320-53800-46200	*	1,848.00
POOL CLEANING MAY23
5/31/23 801	202305 300-13100-10100	*	1,452.00
POOL CLEANING MAY23
REUE REUNION EAST	TVISCARRA

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	7/06/23	PAGE	4
*** CHECK DATES 06/01/2023 - 06/30/2023 ***	GENERAL FUND
BANK A REUNION EAST CDD

DATE	DATE	
	5/31/23	
	5/31/23	
	5/31/23	
	5/31/23	
	5/31/23	
	5/31/23	
	5/31/23	

CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...	VENDOR NAME	STATUS	AMOUNT	....CHECK.....
INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS	AMOUNT	#

*	2,284.80		
*	1,795.20			
*	753.32			
*	591.89			
*	115.65			
*	1,046.97			
*	196.95			
		11,438.94	005716	

823	202305 320-53800-43300
SE CONTRACT CLEAN MAY23
823	202305 300-13100-10100
SE CONTRACT CLEAN MAY23
823	202305 320-53800-43300
SE CLEANING SUPPLY MAY23
823	202305 300-13100-10100
SE CLEANING SUPPLY MAY23
835	202305 320-53800-43100
TOHO METER#62644093 MAY23
840	202305 320-53800-43000
DUKEENERGY#9100 8324 0433
841	202305 320-53800-43000
DUKEENERGY#9100 8323 9862
REUNION RESORT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/14/23 00103	6/12/23 06122023 202306 300-20700-10000	*	33,272.98
FY23 DEBT SRVC SER2015A
REUNION EAST CDD C/O USBANK	33,272.98 005717
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/14/23 00103	6/12/23 06122023 202306 300-20700-10800	*	7,999.57
FY23 DEBT SRVC SER2021
REUNION EAST CDD C/O USBANK	7,999.57 005718
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/14/23 00142	6/06/23 IV001426 202304 320-53800-48100	*	363.30
SVC CALL-ADJ.PACKING/QUOT
6/06/23 IV001426 202304 300-13100-10100	*	285.45
SVC CALL-ADJ.PACKING/QUOT
6/06/23 IV001426 202305 320-53800-46200	*	168.00
SE-ANNUAL MONITOR 2023
6/06/23 IV001426 202305 300-13100-10100	*	132.00
SE-ANNUAL MONITOR 2023
UNITED FIRE PROTECTION, INC.	948.75 005719
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/14/23 00030	6/02/23 OS 53977 202305 320-53800-47400	*	763.75
RPLC JAPANESE RED MAPLE
6/02/23 OS 53977 202305 300-13100-10100	*	600.09
RPLC JAPANESE RED MAPLE
6/02/23 OS 53977 202305 320-53800-47400	*	1,151.02 RPLC DOG PARK TURF/CLN UP
6/02/23 OS 53977 202305 300-13100-10100	*	904.38
RPLC DOG PARK TURF/CLN UP
YELLOWSTONE LANDSCAPE	3,419.24 005720
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/20/23 00095	6/09/23 S93821	202306 320-53800-57400	*	224.00
REBOOT PANEL/FIX CONNECT
REUE REUNION EAST	TVISCARRA

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	7/06/23	PAGE	5
*** CHECK DATES 06/01/2023 - 06/30/2023 ***	GENERAL FUND
BANK A REUNION EAST CDD
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#
6/09/23 S93821	202306 300-13100-10100	*	176.00
REBOOT PANEL/FIX CONNECT
ACCESS CONTROL SYSTEMS, LLC	400.00 005721
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/20/23 00129	6/10/23 5304	202306 320-53800-46200	*	204.40
SE-RMV EXTRA LOUNGE/STORE
6/10/23 5304	202306 300-13100-10100	*	160.60
SE-RMV EXTRA LOUNGE/STORE
6/10/23 5305	202306 320-53800-48100	*	355.60
SE-INSP/RPR WINDOW/ROOF
6/10/23 5305	202306 300-13100-10100	*	279.40
SE-INSP/RPR WINDOW/ROOF

SE-RPLC	FLR HUB/FLSH VLVS	
5306	202306 300-13100-10100	
SE-RPLC	FLR HUB/FLSH VLVS	
5307	202306 320-53800-48200	
SE-RPLC	DRYWALL/CORNRBEAD	
5307	202306 300-13100-10100	
SE-RPLC	DRYWALL/CORNRBEAD	
5308	202306 320-53800-46200	
HC-RPLC	HAND FLUSH/VALVE	
5308	202306 300-13100-10100	
HC-RPLC	HAND FLUSH/VALVE	
5309	202306 320-53800-46200	
HS-RPLC	FIBERGLASS DOORS	
5309	202306 300-13100-10100	
HS-RPLC	FIBERGLASS DOORS	

6/10/23 5306	202306 320-53800-46200	*	887.60

6/10/23
6/10/23
6/10/23
6/10/23
6/10/23
6/10/23
6/10/23

*	697.40
*	708.40
*	556.60
*	260.40
*	204.60
*	1,665.44
*	1,308.56
BERRY CONSTRUCTION INC.	7,289.00 005722

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/20/23 00186	6/01/23 728843	202306 300-15500-10000	*	710.68
ALARM MONITOR SRVC JUL23
6/01/23 728843	202306 300-13100-10100	*	558.40
ALARM MONITOR SRVC JUL23
HIDDEN EYES LLC DBA ENVERA SYSTEMS	1,269.08 005723
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/20/23 00103	6/16/23 06162023 202306 300-20700-10000	*	104,451.45
FY23 DEBT SRVC SER2015A
REUNION EAST CDD C/O USBANK	104,451.45 005724
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/20/23 00103	6/16/23 06162023 202306 300-20700-10800	*	25,112.47
FY23 DEBT SRVC SER2021
REUNION EAST CDD C/O USBANK	25,112.47 005725
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/20/23 00030	6/01/23 OS 53362 202306 320-53800-47300	*	27,392.40 LANDSCAPE MAINT JUN23
REUE REUNION EAST	TVISCARRA

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	7/06/23	PAGE	6
*** CHECK DATES 06/01/2023 - 06/30/2023 ***	GENERAL FUND
BANK A REUNION EAST CDD
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#
6/01/23 OS 53362 202306 300-13100-10100	*	21,522.60 LANDSCAPE MAINT JUN23
6/01/23 OS 53362 202306 320-53800-47300	*	5,051.76 LANDSCAPE PH 1-5 JUN23
6/01/23 OS 53362 202306 300-13100-10100	*	3,969.24 LANDSCAPE PH 1-5 JUN23
6/01/23 OS 53362 202306 320-53800-47300	*	6,246.24 BEDDING PLANTS JUN23
6/01/23 OS 53362 202306 300-13100-10100	*	4,907.76 BEDDING PLANTS JUN23
6/01/23 OS 53362 202306 320-53800-47300	*	705.60
BEDDING PLANT PH1-3 JUN23
6/01/23 OS 53362 202306 300-13100-10100	*	554.40
BEDDING PLANT PH1-3 JUN23
6/01/23 OS 53362 202306 320-53800-47300	*	8,587.04 PALM TRIMMING JUN23
6/01/23 OS 53362 202306 300-13100-10100	*	6,746.96 PALM TRIMMING JUN23
6/01/23 OS 53362 202306 320-53800-47300	*	2,301.60 PALM TRIMMING PH1-3 JUN23
6/01/23 OS 53362 202306 300-13100-10100	*	1,808.40 PALM TRIMMING PH1-3 JUN23
YELLOWSTONE LANDSCAPE	89,794.00 005726
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/28/23 00095	6/20/23 S94481	202306 320-53800-57400	*	224.00
RESET POWER/WIEGAND FUNCT
6/20/23 S94481	202306 300-13100-10100	*	176.00
RESET POWER/WIEGAND FUNCT
ACCESS CONTROL SYSTEMS, LLC	400.00 005727
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/28/23 00072	6/19/23 35148	202306 320-53800-53200	*	1,568.00
INST.DECO XING/YIELD TRIA
6/19/23 35148	202306 300-13100-10100	*	1,232.00
INST.DECO XING/YIELD TRIA
FAUSNIGHT STRIPE & LINE INC	2,800.00 005728
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/28/23 00176	6/15/23 27047	202306 320-53800-48200	*	168.00
PREVENTATIVE MAINT JUN23
6/15/23 27047	202306 300-13100-10100	*	132.00
PREVENTATIVE MAINT JUN23
6/21/23 27069	202306 320-53800-48200	*	991.24
SVC CALL-RPR CTRLR/BELT
6/21/23 27069	202306 300-13100-10100	*	778.83
SVC CALL-RPR CTRLR/BELT
FITNESS SERVICES OF FLORIDA INC	2,070.07 005729
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
REUE REUNION EAST	TVISCARRA

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	7/06/23	PAGE	7
*** CHECK DATES 06/01/2023 - 06/30/2023 ***	GENERAL FUND
BANK A REUNION EAST CDD
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#
6/28/23 00002	5/04/23 73713071 202305 310-51300-48000	*	158.58
NOT.OF WORKSHOP 05/11/23
5/04/23 73713071 202305 300-13100-10100	*	124.60
NOT.OF WORKSHOP 05/11/23
ORLANDO SENTINEL COMMUNICATION	283.18 005730
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/28/23 00060	6/07/23 402393	202306 320-53800-46200	*	165.17
SE-RPLC VALVE/FLUSH LINE
6/07/23 402393	202306 300-13100-10100	*	129.78
SE-RPLC VALVE/FLUSH LINE
6/09/23 402424	202306 320-53800-46200	*	544.21
SE-INST.SUMP PUMP/DEBRIS
6/09/23 402424	202306 300-13100-10100	*	427.59
SE-INST.SUMP PUMP/DEBRIS
6/12/23 402448	202306 320-53800-46200	*	306.32
CP-DYE TEST SPA/RPR LEAK
6/12/23 402448	202306 300-13100-10100	*	240.68
CP-DYE TEST SPA/RPR LEAK
6/12/23 402450	202306 320-53800-46200	*	238.00
SE-RPR 4 POP-OFFS POOLSRF
6/12/23 402450	202306 300-13100-10100	*	187.00
SE-RPR 4 POP-OFFS POOLSRF
SPIES POOL LLC	2,238.75 005731
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/28/23 00030	6/21/23 OS 54682 202306 320-53800-47400	*	728.79
MAGNOLIA TREE REMOVAL
6/21/23 OS 54682 202306 300-13100-10100	*	572.62
MAGNOLIA TREE REMOVAL
6/22/23 OS 54720 202306 320-53800-47400	*	2,005.41 INST.EXERCISE AREA MULCH
6/22/23 OS 54720 202306 300-13100-10100	*	1,575.68 INST.EXERCISE AREA MULCH
YELLOWSTONE LANDSCAPE	4,882.50 005732
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
TOTAL FOR BANK A	350,907.89
TOTAL FOR REGISTER	350,907.89

REUE REUNION EAST	TVISCARRA

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	7/06/23	PAGE	1
*** CHECK DATES 06/01/2023 - 06/30/2023 ***	R&M FUND
BANK C REUNION EAST R&M
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#
6/07/23 00003	6/05/23 0331POOL 202306 320-53800-63000	*	3,515.40 FNL PMT-20LOUNGE/24CHAIRS
6/05/23 0331POOL 202306 300-13100-10100	*	2,762.10 FNL PMT-20LOUNGE/24CHAIRS
JNJ HOME SERVICES	6,277.50 000217
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6/28/23 00011	6/23/23 82571607 202306 320-53800-61000	*	30,070.13
DEP-INST.6 TRANE UNIT AC
6/23/23 82571607 202306 300-13100-10100	*	23,626.53
DEP-INST.6 TRANE UNIT AC
FRANK'S AIR CONDITIONING, INC.	53,696.66 000218
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
TOTAL FOR BANK C	59,974.16
TOTAL FOR REGISTER	59,974.16

REUE REUNION EAST	TVISCARRA

Section 3

Reunion East
Community Development District

Unaudited Financial Reporting

May 31, 2023

Table of Contents

1

2

3

4

5

6

7

8

9

10-11

12

13

	Balance Sheet

	General Fund Income Statement

	Replacement & Maintenance Income Statement

	Debt Service Series 2002A-2 Income Statement

	Debt Service Series 2005 Income Statement

	Debt Service Series 2015A Income Statement

	Debt Service Series 2021 Income Statement

	Capital Projects Series 2005 Income Statement

	Capital Projects Series 2021 Income Statement

	Month to Month

	Long Term Debt

	FY23 Assessment Receipt Schedule

Reunion East
COMMUNITY DEVELOPMENT DISTRICT COMBINED BALANCE SHEET
May 31, 2023

	
	General		Replacement
  & Maintenance		Debt
	Service		Capital
	Projects		(Memorandum Only)
	2023		
ASSETS:
CASH	
$1,116,317	
$1,297,463	
---	
---	
$2,413,780	
CUSTODY ACCOUNT	$470,833	---	---	---	$470,833	
STATE BOARD OF ADMINISTRATION	$1,302,630	$2,234,691	---	---	$3,537,320	
DUE FROM GENERAL FUND	---	---	$5,000	---	$5,000	
DUE FROM REUNION WEST	$308,722	$41,399	---	---	$350,121	
PREPAID EXPENSES INVESTMENTS SERIES 2002A-2
Reserve	$616

---	---

---	---

$3	---

---	$616

$3	
Revenue SERIES 2005
Reserve	---

---	---

---	$103,244

$4	---

---	$103,244

$4	
Revenue	---	---	$198,118	---	$198,118	
Construction SERIES 2015A
Reserve	---

---	---

---	---

$175,000	$10

---	$10

$175,000	
Revenue	---	---	$851,848	---	$851,848	
Prepayment SERIES 2015-1
Revenue	---

---	---

---	$36

---	---

---	$36

$0	
SERIES 2015-2						
Revenue	---	---	---	---	$0	
SERIES 2015-3						
Revenue	---	---	---	---	$0	
SERIES 2021
Reserve	
---	
---	
$1,116,155	
---	
$1,116,155	
Revenue	---	---	$236,720	---	$236,720	
Construction	---	---	---	$594,607	$594,607	
TOTAL ASSETS		$3,199,117 			$3,573,552 			$2,686,128 			$594,617 			$10,053,415 	

LIABILITIES:
ACCOUNTS PAYABLE	

$31,083	

---	

---	

---	

$31,083	
CONTRACTS PAYABLE	$1,323	---	---	---	$1,323	
DUE TO DEBT 2015A	$5,000	---	---	---	$5,000	
DUE TO REUNION WEST	$99,315	$13,143	---	---	$112,458	
ACCRUED INTEREST PAYABLE 2002A-2	---	---	$3,486,512	---	$3,486,512	
ACCRUED PRINCIPAL PAYABLE 2002A-2	---	---	$4,040,000	---	$4,040,000	
ACCRUED INTEREST PAYABLE 2005	---	---	$2,789,994	---	$2,789,994	
ACCRUED PRINCIPAL PAYABLE 2005	---	---	$3,575,000	---	$3,575,000	
FUND EQUITY:
FUND BALANCES: ASSIGNED	

$242,752	

$3,560,409	

---	

---	

$3,803,161	
UNASSIGNED	$2,819,645	---	---	---	$2,819,645	
RESTRICTED FOR DEBT SERVICE 2002A-2	---	---	($7,423,265)	---	($7,423,265)	
RESTRICTED FOR DEBT SERVICE 2005	---	---	($6,166,872)	---	($6,166,872)	
RESTRICTED FOR DEBT SERVICE 2015A	---	---	$1,031,884	---	$1,031,884	
RESTRICTED FOR DEBT SERVICE 2021	---	---	$1,352,875	---	$1,352,875	
RESTRICTED FOR CAPITAL PROJECTS 2005	---	---	---	$10	$10	
RESTRICTED FOR CAPITAL PROJECTS 2021	---	---	---	$594,607	$594,607	

TOTAL LIABILITIES & FUND EQUITY	

 		

& OTHER CREDITS		$3,199,117 		$3,573,552 		$2,686,128 		$594,617 		$10,053,415 	

Reunion East
COMMUNITY DEVELOPMENT DISTRICT
GENERAL FUND
Statement of Revenues & Expenditures
For The Period Ending May 31, 2023

	ADOPTED
BUDGET	PRORATED BUDGET
THRU 5/31/23	ACTUAL
THRU 5/31/23	
VARIANCE	
REVENUES:					
Special Assessments - Tax Roll	$1,899,342	$1,899,342	$1,824,523	($74,819)	
Special Assessments - Direct	$102,593	$102,593	$77,541	($25,052)	
Interest	$1,250	$833	$49,198	$48,365	
Rental Income	$2,240	$1,493	$6,160	$4,667	
TOTAL REVENUES	$2,005,425	$2,004,262	$1,957,423	($46,839)	
EXPENDITURES:					
ADMINISTRATIVE:					
Supervisor Fees	$12,000	$8,000	$6,800	$1,200	
FICA	$918	$612	$520	$92	
Engineering	$15,000	$10,000	$18,368	($8,368)	
Attorney	$35,000	$23,333	$30,970	($7,637)	
Trustee Fees	$8,620	$0	$0	$0	
Arbitrage	$2,400	$600	$600	$0	
Collection Agent	$5,000	$5,000	$5,000	$0	
Dissemination	$10,000	$6,667	$6,767	($100)	
Property Appraiser Fee	$1,000	$979	$979	$0	
Property Taxes	$400	$400	$124	$276	
Annual Audit	$7,800	$7,800	$7,800	$0	
District Management Fees	$46,489	$30,993	$30,993	$0	
Information Technology	$1,600	$1,067	$1,067	$0	
Website Maintenance	$1,000	$667	$667	$0	
Telephone	$300	$200	$0	$200	
Postage	$1,500	$1,000	$354	$646	
Printing & Binding	$500	$333	$73	$260	
Insurance	$18,000	$18,000	$16,110	$1,890	
Legal Advertising	$5,000	$3,333	$666	$2,667	
Other Current Charges	$600	$400	$70	$330	
Office Supplies	$500	$333	$10	$323	
Travel Per Diem	$250	$167	$0	$167	
Dues, Licenses & Subscriptions	$175	$175	$175	$0	
TOTAL ADMINISTRATIVE	$174,052	$120,059	$128,113	($8,055)	

MAINTENANCE-SHARED EXPENSES:					
Field Management	$41,844	$27,896	$27,896	$0	
Management Services Agreement	$18,200	$12,133	$6,067	$6,067	
Telephone	$8,400	$5,600	$4,896	$704	
Electric	$330,204	$220,136	$227,736	($7,600)	
Water & Sewer	$40,538	$27,025	$23,344	$3,682	
Gas	$45,808	$30,539	$40,672	($10,133)	
Pool & Fountain Maintenance	$165,200	$110,133	$136,618	($26,485)	
Environmental	$8,960	$5,973	$9,423	($3,449)	
Property Insurance	$41,454	$41,454	$37,844	$3,610	
Irrigation Repairs	$9,100	$6,067	$8,987	($2,920)	
Landscape Contract	$656,079	$437,386	$384,011	$53,375	
Landscape Contingency	$28,000	$18,667	$7,847	$10,820	
Gate and Gatehouse Expenses	$28,000	$18,667	$27,267	($8,601)	
Roadways/Sidewalks	$14,000	$9,333	$7,823	$1,510	
Lighting	$5,600	$3,733	$5,603	($1,870)	
MSA Building Repairs	$11,200	$7,467	$860	$6,607	
Pressure Washing	$19,600	$13,067	$25,827	($12,761)	
Maintenance (Inspections)	$280	$187	$0	$187	
Repairs & Maintenance	$14,000	$9,333	$17,222	($7,889)	
Contract Cleaning	$36,400	$24,267	$23,829	$437	
Fitness Center Repairs & Maintenance	$2,800	$1,867	$2,686	($819)	
Operating Supplies	$2,800	$1,867	$0	$1,867	
Signage	$5,600	$3,733	$7,550	($3,817)	
Security	$110,992	$73,995	$63,504	$10,490	
Parking Violation Tags	$280	$187	$187	($0)	
MAINTENANCE-DIRECT EXPENSES:					
Irrigation System Operations	$75,000	$50,000	$0	$50,000	
Contingency	$0	$0	$0	$0	
Transfer Out	$111,034	$111,034	$111,034	$0	
TOTAL MAINTENANCE	$1,831,373	$1,271,745	$1,208,733	$63,012	
					
TOTAL EXPENDITURES	$2,005,425	$1,391,804	$1,336,846	$54,957	
					
EXCESS REVENUES (EXPENDITURES)	$0		$620,577		
					
FUND BALANCE - Beginning	$0		$2,441,821		
					
FUND BALANCE - Ending	$0		$3,062,397		

Reunion East
COMMUNITY DEVELOPMENT DISTRICT
REPLACEMENT & MAINTENANCE FUND
Statement of Revenues & Expenditures
For The Period Ending May 31, 2023

	ADOPTED BUDGET	PRORATED THRU 5/31/23	ACTUAL THRU 5/31/23	
VARIANCE	
REVENUES:					
Transfer In	$111,034	$111,034	$111,034	$0	
Interest	$12,000	$8,000	$89,643	$81,643	
TOTAL REVENUES	$123,034	$119,034	$200,677	$81,643	

EXPENDITURES:					
Contingency	$500	$333	$4,239	($3,906)	
Building Improvements	$176,145	$117,430	$0	$117,430	
Fountain Improvements	$0	$0	$0	$0	
Gate/Gatehouse Improvements	$251,705	$167,803	$16,515	$151,289	
Landscape Improvements	$0	$0	$0	$0	
Irrigation Improvements	$0	$0	$0	$0	
Lighting Improvements	$0	$0	$0	$0	
Monument Improvements	$0	$0	$0	$0	
Pool Furniture	$8,400	$5,600	$7,407	($1,807)	
Pool Repair & Replacements	$0	$0	$12,482	($12,482)	
Roadways/Sidewalks Improvement	$62,328	$41,552	$83,302	($41,750)	
Signage	$28,000	$18,667	$14,851	$3,815	
Stormwater Improvement	$28,000	$18,667	$0	$18,667	
Capital Outlay	$5,600	$3,733	$40,345	($36,611)	
TOTAL EXPENDITURES	$560,678	$373,785	$179,141	$194,644	
					
EXCESS REVENUES (EXPENDITURES)	($437,644)		$21,536		
					
FUND BALANCE - Beginning	$3,392,439		$3,538,873		
					
FUND BALANCE - Ending	$2,954,795		$3,560,409		

Reunion East
COMMUNITY DEVELOPMENT DISTRICT

Debt Service 2002A-2
Statement of Revenues & Expenditures
For The Period Ending May 31, 2023

	ADOPTED
BUDGET		PRORATED
THRU 5/31/23		ACTUAL
THRU 5/31/23	
VARIANCE	
REVENUES:							
Interest		$0		$0	$2,133	$2,133	
TOTAL REVENUES		$0		$0	$2,133	$2,133	

EXPENDITURES:							
Interest Expense 11/01		$0		$0	$0	$0	
Principal Expense 05/01		$0		$0	$0	$0	
Interest Expense 05/01		$0		$0	$0	$0	
TOTAL EXPENDITURES		$0		$0	$0	$0	
							
EXCESS REVENUES (EXPENDITURES)		$0			$2,133		
							
FUND BALANCE - Beginning		$0			($7,425,398)		
							
FUND BALANCE - Ending		$0			($7,423,265)		

Reunion East
COMMUNITY DEVELOPMENT DISTRICT

Debt Service 2005 Statement of Revenues & Expenditures For The Period Ending May 31, 2023

	ADOPTED BUDGET		PRORATED THRU 5/31/23		ACTUAL THRU 5/31/23	
VARIANCE	
REVENUES:							
Interest		$0		$0	$3,418	$3,418	
TOTAL REVENUES		$0		$0	$3,418	$3,418	

EXPENDITURES:							
Interest Expense 11/01		$0		$0	$0	$0	
Principal Expense 05/01		$0		$0	$0	$0	
Interest Expense 05/01		$0		$0	$0	$0	
TOTAL EXPENDITURES		$0		$0	$0	$0	

OTHER FINANCING SOURCES (USES)							

Other Debt Service Costs		
$0		
$0	
$0	
$0	
TOTAL OTHER		$0		$0	$0	$0	
							
EXCESS REVENUES (EXPENDITURES)		$0			$3,418		
							
FUND BALANCE - Beginning		$0			($6,170,290)		
							
FUND BALANCE - Ending		$0			($6,166,872)		

Reunion East
COMMUNITY DEVELOPMENT DISTRICT

Debt Service 2015A
Statement of Revenues & Expenditures
For The Period Ending May 31, 2023

	ADOPTED BUDGET	PRORATED THRU 5/31/23	ACTUAL THRU 5/31/23	
VARIANCE	
REVENUES:					
Special Assessments	$2,568,595	$2,568,595	$2,456,647	($111,948)	
Interest	$450	$300	$46,678	$46,378	
TOTAL REVENUES	$2,569,045	$2,568,895	$2,503,325	($65,570)	

EXPENDITURES:					

Special Call 11/01	
$0	
$0	
$10,000	
($10,000)	
Interest Expense 11/01	$543,875	$543,875	$543,875	$0	
Principal Expense 05/01	$1,525,000	$1,525,000	$1,525,000	$0	
Interest Expense 05/01	$543,875	$543,625	$543,625	$0	
TOTAL EXPENDITURES	$2,612,750	$2,612,500	$2,622,500	($10,000)	
					
EXCESS REVENUES (EXPENDITURES)	($43,705)		($119,175)		
					
FUND BALANCE - Beginning	$942,874		$1,151,059		
					
FUND BALANCE - Ending	$899,169		$1,031,884		

Reunion East
COMMUNITY DEVELOPMENT DISTRICT

Debt Service 2021
Statement of Revenues & Expenditures
For The Period Ending May 31, 2023

	ADOPTED BUDGET	PRORATED THRU 5/31/23	ACTUAL THRU 5/31/23	
VARIANCE	
REVENUES:					
Special Assessments	$1,116,155	$1,116,155	$965,673	($150,482)	
Interest	$500	$333	$38,872	$38,539	
TOTAL REVENUES	$1,116,655	$1,116,488	$1,004,545	($111,943)	

EXPENDITURES:					

Interest Expense 11/01	
$342,381	
$342,381	
$342,381	
$0	
Principal Expense 05/01	$435,000	$435,000	$435,000	$0	
Interest Expense 05/01	$342,381	$342,381	$342,381	$0	
TOTAL EXPENDITURES	$1,119,763	$1,119,763	$1,119,763	$0	
					
EXCESS REVENUES (EXPENDITURES)	($3,108)		($115,217)		
					
FUND BALANCE - Beginning	$344,177		$1,468,093		
					
FUND BALANCE - Ending	$341,070		$1,352,875		

Reunion East
COMMUNITY DEVELOPMENT DISTRICT

Capital Projects 2005 Statement of Revenues & Expenditures For The Period Ending May 31, 2023

	ADOPTED BUDGET	PRORATED THRU 5/31/23	ACTUAL THRU 5/31/23	
VARIANCE		
REVENUES:

Interest	
$0	
$0	
$0		
$0	
TOTAL REVENUES	$0	$0	$0		$0	

EXPENDITURES:						
Capital Outlay	$0	$0	$0		$0	
TOTAL EXPENDITURES	$0	$0	$0		$0	
						
EXCESS REVENUES (EXPENDITURES)	$0		$0			
						
FUND BALANCE - Beginning	$0		$10			
						
FUND BALANCE - Ending	$0		$10			

Reunion East
COMMUNITY DEVELOPMENT DISTRICT

Capital Projects 2021 Statement of Revenues & Expenditures For The Period Ending May 31, 2023

	ADOPTED BUDGET	PRORATED THRU 5/31/23	ACTUAL THRU 5/31/23	
VARIANCE	
REVENUES:

Interest	
$0	
$0	
$65,348	
$65,348	
TOTAL REVENUES	$0	$0	$65,348	$65,348	

EXPENDITURES:					
Capital Outlay	$0	$0	$8,273,609	$8,273,609	
TOTAL EXPENDITURES	$0	$0	$8,273,609	$8,273,609	
					
EXCESS REVENUES (EXPENDITURES)	$0		($8,208,262)		
					
FUND BALANCE - Beginning	$0		$8,802,868		
					
FUND BALANCE - Ending	$0		$594,607		

Reunion East CDD Month to Month
	Oct	Nov	Dec	Jan	Feb	Mar	Apr	May	Jun	Jul	Aug	Sept	Total	

Revenues
Special Assessments - Tax Roll	

$0	

$221,512	

$1,224,222	

$60,441	

$66,213	

$50,395	

$121,903	

$79,838	

$0	

$0	

$0	

$0	

$1,824,523	
Special Assessments - Direct	$2,386	$50,104	$0	$0	$0	$25,052	$0	$0	$0	$0	$0	$0	$77,541	
Interest	$4,621	$5,045	$5,394	$5,808	$6,219	$8,417	$6,511	$7,184	$0	$0	$0	$0	$49,198	
Rental Income	$2,240	$2,100	$0	$0	$280	$980	$560	$0	$0	$0	$0	$0	$6,160	
Total Revenues	$9,246	$278,760	$1,229,616	$66,249	$72,712	$84,844	$128,975	$87,022	$0	$0	$0	$0	$1,957,423	

Expenditures														
Administrative														
Supervisor Fees	$800	$0	$1,000	$1,000	$1,000	$1,000	$1,000	$1,000	$0	$0	$0	$0	$6,800	
FICA	$61	$0	$77	$77	$77	$77	$77	$77	$0	$0	$0	$0	$520	
Engineering	$1,505	$3,764	$565	$669	$538	$4,980	$4,151	$2,197	$0	$0	$0	$0	$18,368	
Attorney	$6,691	$3,081	$2,217	$2,425	$3,728	$4,741	$4,442	$3,646	$0	$0	$0	$0	$30,970	
Trustee Fees	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Arbitrage	$0	$0	$0	$0	$0	$0	$600	$0	$0	$0	$0	$0	$600	
Collection Agent	$5,000	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$5,000	
Dissemination	$933	$833	$833	$833	$833	$833	$833	$833	$0	$0	$0	$0	$6,767	
Property Appraiser Fee	$0	$0	$0	$0	$0	$979	$0	$0	$0	$0	$0	$0	$979	
Property Taxes	$0	$124	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$124	
Annual Audit	$0	$0	$2,500	$0	$3,975	$1,325	$0	$0	$0	$0	$0	$0	$7,800	
District Management Fees	$3,874	$3,874	$3,874	$3,874	$3,874	$3,874	$3,874	$3,874	$0	$0	$0	$0	$30,993	
Information Technology	$133	$133	$133	$133	$133	$133	$133	$133	$0	$0	$0	$0	$1,067	
Website Maintenance	$83	$83	$83	$83	$83	$83	$83	$83	$0	$0	$0	$0	$667	
Telephone	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Postage	$83	$16	$15	$64	$34	$22	$48	$72	$0	$0	$0	$0	$354	
Printing & Binding	$8	$11	$0	$29	$8	$9	$5	$4	$0	$0	$0	$0	$73	
Insurance	$16,110	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$16,110	
Legal Advertising	$0	$0	$0	$364	$0	$0	$144	$159	$0	$0	$0	$0	$666	
Other Current Charges	$0	$35	$0	$0	$0	$0	$0	$35	$0	$0	$0	$0	$70	
Office Supplies	$1	$1	$1	$3	$1	$1	$1	$1	$0	$0	$0	$0	$10	
Travel Per Diem	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Dues, Licenses & Subscriptions	$175	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$175	
	$35,459	$11,955	$11,298	$9,554	$14,285	$18,057	$15,391	$12,114	$0	$0	$0	$0	$128,113	

Reunion East CDD Month to Month

	Oct	Nov	Dec	Jan	Feb	Mar	Apr	May	Jun	Jul	Aug	Sept	Total	

Maintenance
Field Management	

$3,487	

$3,487	

$3,487	

$3,487	

$3,487	

$3,487	

$3,487	

$3,487	

$0	

$0	

$0	

$0	

$27,896	
Management Services Agreement	$758	$758	$758	$758	$758	$758	$758	$758	$0	$0	$0	$0	$6,067	
Telephone	$595	$595	$562	$748	$470	$599	$599	$727	$0	$0	$0	$0	$4,896	
Electric	$27,176	$30,866	$27,035	$27,678	$28,562	$31,701	$30,134	$24,585	$0	$0	$0	$0	$227,736	
Water & Sewer	$3,988	$2,510	$1,950	$3,070	$2,979	$2,325	$3,157	$3,364	$0	$0	$0	$0	$23,344	
Gas	$1,069	$2,109	$2,886	$6,497	$9,693	$7,196	$4,126	$7,096	$0	$0	$0	$0	$40,672	
Pool & Fountain Maintenance	$14,889	$17,951	$16,187	$18,398	$19,472	$13,111	$16,800	$19,811	$0	$0	$0	$0	$136,618	
Environmental	$2,468	$2,440	$480	$480	$889	$889	$889	$889	$0	$0	$0	$0	$9,423	
Property Insurance	$37,437	$408	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$37,844	
Irrigation	$1,030	$2,489	$1,009	$1,249	$182	$1,613	$785	$629	$0	$0	$0	$0	$8,987	
Landscape Contract	$35,867	$73,071	$58,759	$40,919	$40,919	$52,638	$40,919	$40,919	$0	$0	$0	$0	$384,011	
Landscape Contingency	$3,730	$1,216	$0	$269	$718	$0	$0	$1,915	$0	$0	$0	$0	$7,847	
Gatehouse and Gatehouse Expenses	$3,353	$2,689	$3,274	$477	$8,894	$1,388	$2,547	$4,645	$0	$0	$0	$0	$27,267	
Roadways/Sidewalks	$0	$3,150	$3,746	$546	$381	$0	$0	$0	$0	$0	$0	$0	$7,823	
Lighting	$1,243	$0	$2,157	$0	$448	$0	$0	$1,756	$0	$0	$0	$0	$5,603	
MSA Building Repairs	$0	$0	$0	$468	$392	$0	$0	$0	$0	$0	$0	$0	$860	
Pressure Washing	$0	$0	$12,034	$10,601	$3,192	$0	$0	$0	$0	$0	$0	$0	$25,827	
Maintenance (Inspections)	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Repairs & Maintenance	$10,681	$5,459	$255	$132	$182	$0	$514	$0	$0	$0	$0	$0	$17,222	
Contract Cleaning	$2,854	$2,854	$2,930	$3,114	$2,886	$3,114	$3,038	$3,038	$0	$0	$0	$0	$23,829	
Fitness Center Repairs & Maintenance	$0	$634	$0	$0	$0	$168	$1,645	$239	$0	$0	$0	$0	$2,686	
Operating Supplies	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Signage	$1,282	$2,836	$967	$459	$988	$204	$392	$420	$0	$0	$0	$0	$7,550	
Security	$7,736	$7,880	$7,808	$7,807	$7,807	$8,852	$7,807	$7,807	$0	$0	$0	$0	$63,504	
Parking Violation Tags	$0	$0	$0	$0	$0	$187	$0	$0	$0	$0	$0	$0	$187	
Maintenance-Direct
Irrigation System Operations	
$0	
$0	
$0	
$0	
$0	
$0	
$0	
$0	
$0	
$0	
$0	
$0	
$0	
Contingency	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Transfer Out	$0	$0	$0	$0	$111,034	$0	$0	$0	$0	$0	$0	$0	$111,034	
	$159,643	$163,401	$146,285	$127,157	$244,335	$128,231	$117,598	$122,084	$0	$0	$0	$0	$1,208,733	
														
Total Expenditures	$195,102	$175,356	$157,583	$136,711	$258,619	$146,288	$132,989	$134,198	$0	$0	$0	$0	$1,336,846	
														
Excess Revenues														
(Expenditures)	($185,856)	$103,404	$1,072,032	($70,463)	($185,907)	($61,444)	($4,014)	($47,176)	$0	$0	$0	$0	$620,577	

Reunion East
COMMUNITY DEVELOPMENT DISTRICT
LONG TERM DEBT REPORT

SERIES 2015A, SPECIAL ASSESSMENT REFUNDING BONDS		
INTEREST RATES:	4.000%, 5.000%, 5.000%		
MATURITY DATE:	5/1/2033		
RESERVE FUND REQUIREMENT	$175,000		
RESERVE FUND BALANCE	$175,000		
BONDS OUTSTANDING - 09/30/20	$24,585,000	
LESS: SPECIAL CALL 11/1/20	($5,000)	
LESS: PRINCIPAL PAYMENT 05/1/21	($1,375,000)	
LESS: PRINCIPAL PAYMENT 05/1/22	($1,450,000)	
LESS: SPECIAL CALL 11/1/22	($10,000)	
LESS: PRINCIPAL PAYMENT 05/1/23	($1,575,000)	
CURRENT BONDS OUTSTANDING	$20,170,000	

SERIES 2021, SPECIAL ASSESSMENT BONDS	
INTEREST RATES:	2.400%, 2.850%, 3.150%, 4.000%	
MATURITY DATE:	5/1/2051	
RESERVE FUND REQUIREMENT	$1,116,155	
RESERVE FUND BALANCE	$1,116,155	
BONDS OUTSTANDING - 8/18/21	$20,355,000	
LESS: PRINCIPAL PAYMENT 05/1/22	($425,000)	
LESS: PRINCIPAL PAYMENT 05/1/23	($435,000)	
CURRENT BONDS OUTSTANDING	$19,495,000	

REUNION EAST
COMMUNITY DEVELOPMENT DISTRICT

TAX COLLECTOR

Gross Assessments $	

5,405,898	

$  2,024,545	

$  2,725,969	

$	655,384	
Net Assessments $	5,081,544	$  1,903,073	$  2,562,411	$	616,061	

SPECIAL ASSESSMENT RECEIPTS - FY2023

Date Received	

Dist.	
Gross Assessments Received	
Discounts/ Penalties	
Commissions Paid	
Interest Income	
Net Amount Received	
General Fund 37.45%	2015A
Debt Svc Fund 50.43%	2021
Debt Svc Fund 12.12%	
Total 100%	
11/18/22	ACH	$	34,961.54	$	1,852.14	$	662.19	$	-	$  32,447.21	$  12,151.70	$  16,361.77	$	3,933.74	$  32,447.21	
11/22/22	ACH	$	594,205.46	$	23,768.08	$ 11,408.74	$	-	$  559,028.64	$  209,359.99	$  281,894.81	$  67,773.83	$  559,028.64	
12/9/22	ACH	$	2,824,367.20	$	112,973.77	$ 54,227.88	$	-	$ 2,657,165.55	$  995,126.41	$ 1,339,897.70	$  322,141.44	$ 2,657,165.55	
12/9/22	ACH	$	1,362.25	$	-	$	27.24	$	-	$	1,335.01	$	499.97	$	673.19	$	161.85	$	1,335.01	
12/22/22	ACH	$	647,699.55	$	24,851.81	$ 12,456.95	$	-	$  610,390.79	$  228,595.47	$  307,794.60	$  74,000.72	$  610,390.79	
1/10/23	ACH	$	147,832.59	$	4,435.00	$  2,867.96	$	-	$  140,529.63	$  52,629.29	$  70,863.23	$  17,037.11	$  140,529.63	
1/10/23	ACH	$	18,944.26	$	542.64	$	368.03	$	-	$  18,033.59	$	6,753.70	$	9,093.59	$	2,186.30	$  18,033.59	
1/24/23	ACH	$	-	$	-	$	-	$  2,824.66	$	2,824.66	$	1,057.85	$	1,424.36	$	342.45	$	2,824.66	
2/9/23	ACH	$	1,613.93	$	14.43	$	31.99	$	-	$	1,567.51	$	587.04	$	790.43	$	190.04	$	1,567.51	
2/9/23	ACH	$	182,861.82	$	4,052.10	$  3,576.19	$	-	$  175,233.53	$  65,626.14	$  88,362.96	$  21,244.44	$  175,233.53	
3/10/23	ACH	$	138,737.94	$	1,429.39	$  2,746.17	$	-	$  134,562.38	$  50,394.52	$  67,854.19	$  16,313.67	$  134,562.38	
4/11/23	ACH	$	311,464.79	$	23.98	$  6,228.81	$	-	$  305,212.00	$  114,303.95	$  153,905.67	$  37,002.37	$  305,212.00	
4/11/23	ACH	$	19,882.62	$	-	$	397.66	$	-	$  19,484.96	$	7,297.25	$	9,825.45	$	2,362.26	$  19,484.96	
4/24/23	ACH	$	-	$	-	$	-	$	805.97	$	805.97	$	301.84	$	406.42	$	97.71	$	805.97	
5/10/23	ACH	$	216,070.89	$	-	$  4,321.42	$	-	$  211,749.47	$  79,301.60	$  106,776.42	$  25,671.44	$  211,749.47	
5/10/23	ACH	$	1,461.13	$	-	$	29.22	$	-	$	1,431.91	$	536.26	$	722.05	$	173.60	$	1,431.91	
6/12/23	ACH	$	502.08	$	-	$	10.05	$	-	$	492.03	$	184.27	$	248.11	$	59.65	$	492.03	
6/12/23	ACH	$	66,828.55	$	-	$  1,336.57	$	-	$  65,491.98	$  24,527.19	$  33,024.87	$	7,939.92	$  65,491.98	
6/16/23	ACH	$	211,366.12	$	-	$  4,227.32	$	-	$  207,138.80	$  77,574.88	$  104,451.45	$  25,112.47	$  207,138.80	
Totals		$	5,420,162.72	$	173,943.34	$ 104,924.39	$  3,630.63	$ 5,144,925.62	$ 1,926,809.33	$ 2,594,371.29	$  623,745.00	$ 5,144,925.62	

DIRECT BILLED

Ehof II - Spectrum LLC	$600,261.03	$100,207.35	$500,053.68

DATE
RECEIVED	DUE
DATE	CHECK
NO.	NET
ASSESSED	AMOUNT
RECEIVED	GENERAL
FUND	SERIES
2021	
11/30/22	11/1/22	WIRE	$ 300,130.51	$  300,130.51	$  50,103.67	$  250,026.84	
3/24/23	2/1/23	6869	$ 150,065.26	$  150,065.26	$  25,051.84	$  125,013.42	
7/5/23	5/1/23	7923	$ 150,065.26	$  150,065.26	$  25,051.84	$  125,013.42	
			$ 600,261.03	$ 600,261.03	$ 100,207.35	$ 500,053.68	

Orlando Reunion Development LLC	$2,385.91	$2,385.91

DATE
RECEIVED	DUE
DATE	CHECK
NO.	NET
ASSESSED	AMOUNT
RECEIVED	GENERAL
FUND	
10/28/22	11/1/22	142522	$  1,192.95	$	1,192.95	$	1,192.95	
10/28/22	2/1/23	142522	$	596.48	$	596.48	$	596.48	
10/28/22	5/1/23	142522	$	596.48	$	596.48	$	596.48	
			$  2,385.91	$	2,385.91	$	2,385.91	

SUMMARY	
GENERAL	DEBT SERVICE FUND		SERIES 2021	
TOTAL DIRECT BILLED	$102,593.26	$500,053.68
TOTAL RECEIVED	$ 102,593.26 $ 500,053.68	
VARIANCE	$	-	$	-	

!!"#$%&  4

Reunion East and West R&M		

FY2023 Budgeted Projects	Budget Amount	RE 56%	RW 44%	Estimated Date	Projected Total	
Gate House Roof Replacement (Sinclair, Spine, Reunion Blvd)	$	50,000.00	$	28,000.00	$	22,000.00	July	$	45,000.00	
HVAC Replacement (Heritage Crossings Community Center)	$	132,862.00	$	74,402.72	$	58,459.28	In Process	$	161,090.00	
Asphalt/Pavement Management Plan (Engineer's Report)	$	33,500.00	$	18,760.00	$	14,740.00	In Process	$	21,200.00	
Reunion Resort/Reunion Village Gate Access	$	349,474.00	$  195,705.44	$  153,768.56	In Process	$	331,000.00	
No Parking Signs (Reunion Village) and Sign Allowance	$	50,000.00	$	28,000.00	$	22,000.00	may upgrade below	
Pool Furniture (Inventory)	$	15,000.00	$	8,400.00	$	6,600.00	Complete	$	15,000.00	
Roadway Improvements
(Restriping Reunion West Tradition Circle to Sinclair Gate)	
$	27,800.00	
$	15,568.00	
$	12,232.00		
$	10,000.00	

Traffic Calming (Signage, Radar Display Signage, Speed Humps)	

$	50,000.00	

$	28,000.00	

$	22,000.00	July (Radar Display)
& On Hold	

$	8,302.00	
Stormwater Repairs Allowance	$	50,000.00	$	28,000.00	$	22,000.00		$	40,000.00	
Repair/Rebuild Two Roadway Arbors	$	9,672.00	$	5,416.32	$	4,255.68	In Process	$	10,000.00	
Seven Eagles Roof Replacement	$	172,010.00	$	96,325.60	$	75,684.40	July	$	160,000.00	
Upgrade Access Control for Carriage Pointe	$	50,000.00	$	28,000.00	$	22,000.00	Complete	$	8,400.00	
RW Amenity Development Playground & Outdoor Fitness Center	$	10,000.00	$	5,600.00	$	4,400.00	Complete	$	18,000.00	
Subtotal Budgeted R&M	$  1,000,318.00	$  560,178.08	$  440,139.92			

FY2023 Not Budgeted - Under Consideration	Estimated Amount	
RE 56%	
RW 44%	
Estimated Date		
RE Playground Enhancement - Swing Set	$	14,931.05	$	8,361.39	$	6,569.66	Complete June	$	14,932.00	
Pool Furniture - Seven Eagles	$	6,950.00	$	3,892.00	$	3,058.00	Complete May	$	7,000.00	
Upgrade Sign Posts	$	47,000.00			August	$	47,500.00	
Seven Eagles Fountain Replacement	$	45,000.00			August	$	45,000.00	
Access Control System at Reunion Village Gate	$	20,000.00			August	$	20,000.00	
Subtotal Not Budgeted R&M	$	133,881.05	$	74,973.39	$	9,627.66			
						
Other R&M Work						
sidewalk/building					$	50,607.40	
playground/outdoor fitness area					$	31,699.00	
pool					$	9,810.00	
						
Total R&M	$  1,134,199.05	$  635,151.47	$  449,767.58		$	1,054,540.40	

Reunion East and West R&M
FY2024 Preliminary Project List	Estimated Cost	RE 53%	RW 47%	

Roof Replacement, 3 Pool Houses (Homestead & Heritage Crossings)	
$35,000.00	
$18,550	
$16,450	
Seven Eagles, Exercise Equipment	$30,000.00	$15,900	$14,100	
Ashphalt Pavement Per Report	TBD	#VALUE!	#VALUE!	
Concrete Sidewalks	$52,451.00	$27,799	$24,652	
Tree Trimming	$45,000.00	$23,850	$21,150	
Signage, Reunion Village No Parking & Allowance	$75,000.00	$39,750	$35,250	
Pool Equipment Allowance	$18,000.00	$9,540	$8,460	
Seven Eagles Linear Park Bollard Lighting	$12,588.00	$6,672	$5,916	
Seven Eagles Restroom Partitions	$20,000.00	$10,600	$9,400	
Seven Eagles Pool & Spa Resurfacing	$95,000.00	$50,350	$44,650	
The Stables Refurbishment	TBD			
	$268,039.00	#VALUE!	#VALUE!