Reunion East Community Development District

Agenda November 9, 2023

!!"#$%

Reunion East
Community Development District

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

November 2, 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, November 9, 2023 at 1:00 PM at the Heritage Crossing Community Center, 7715 Heritage Crossing Way, Reunion, 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 October 12, 2023 Board of Supervisors Meeting
Consideration of Fiscal Year 2023 Audit Engagement Letter
Consideration of Proposals for Seven Eagles Fountain Refurbishment or Replacement
Consideration of Construction Easement Request – Terraces at Reunion
Staff Reports
Attorney
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: December 14, 2023
Adjournment Sincerely,
Tricia L. Adams
District Manager

!!"#$%&

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, October 12, 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 were:

Mark Greenstein	Chairman
Steven Goldstein via Zoom	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
Alan Scheerer	Field Manager
Garret Huegel	Yellowstone Landscape Services
Pete Wittman	Yellowstone Landscape Services Residents

The following is a summary of the discussions and actions taken at the October 12, 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 1:06 p.m. and called the roll. A quorum was present.

SECOND ORDER OF BUSINESS	Public Comment Period
There being no comments, the next item followed.
*Mr. Goldstein joined the meeting at this time.

THIRD ORDER OF BUSINESS	Approval of Minutes of the September 14,
2023 Board of Supervisors Meeting

Reunion East CDD	October 12, 2023
Regular Meeting	Page 2 of 14

Ms. Adams presented the minutes from the September 14, 2023 meeting, which were reviewed by District staff.

On MOTION by Mr. Dryburgh seconded by Ms. Wispelwey with all in favor the Minutes of the September 14, 2023 Board of Supervisors Meeting was approved as presented.

FOURTH ORDER OF BUSINESS	Consideration of  Proposals for Seven
Eagles Fountain Refurbishment
Ms. Adams distributed proposals for the Seven Eagle fountain refurbishment, which was obtained by the Field Operations Manager, Mr. Alan Scheerer, however, it was not available until 10:00 p.m. October 11. She noted that the Board could take action on this matter today or defer until the November meeting when materials could be published in an agenda package. Mr. Scheerer recalled for the past several months, staff was trying to get a vendor or multiple vendors to come out and provide proposals for a complete demo and removal of the fountains at Seven Eagles Linear Park and were finally able to get UCC Group to come out. This was the vendor that completed all of the neighborhood monuments in Reunion West as well as he brickwork and monument work in Seven Eagles Linear Park. Last night at 10:00 p.m., Mr. Graham Duffy with UCC Group forwarded a proposal with several options and photos, which was provided to the Board. Photo 1 was for context only, representing a 10-foot round diameter fountain, however, the actual look of the fountain would be Photo 2. They would remove and replace the fountains with a filtration and chlorination system. It would have a circular ring around it that would provide a veil of water. Option 2 was for a 15-foot diameter fountain for the fountain closest to the flagpole. Modifications would need to be made to the brick pavers, to not only provide the proper path and walkway, but to make sure there was the proper ADA slope. It would have all the bells and whistles for filtration and chlorination, as well as multiple lights that could change colors, which the Board requested. Option 3 would be for an overhaul of the existing fountain, to include sandblasting of all of the precast walls, a tiered fountain feature, finial, additional grinding and finishing with waterproof re-marsite, waterline tile and a new pump filtration system. Option 4 was for the fountain closest to the pool. Option A would be to add a vault and do the same level of rehab, with a filtration system and colored lights. A 15-foot diameter fountain would be the same price as Option 2. Option B was for a rehab of the fountain without the vault. If the 10-to- 15-foot fountain was approved, the design would take two weeks, three weeks for permitting and six to eight weeks to build it, which would bring them into January.

Reunion East CDD	October 12, 2023
Regular Meeting	Page 3 of 14

Ms. Wispelwey did not want any work to be completed during the season when they had many people. Mr. Dryburgh questioned whether they currently had a 10-foot fountain. Mr. Scheerer indicated that their current fountain was 10 by 9 and the Board was talking about increasing it to a 15-foot fountain. Mr. Dryburgh pointed out the price increased from $115,000 for a 10-foot fountain to $142,000 for a 15-foot fountain, for a difference of $27,000, which he did not see any benefit from as the purpose was to have it operate for the long-term and felt that it only make sense if Reunion Resort wanted to contribute $27,000 for their weddings. If the Board wanted to hold off to speak to Reunion Resort, Mr. Scheerer would be happy to have that conversation with them. Ms. Wispelwey agreed that Reunion Resort received the most benefit the Board needed to think about whether they were spending their money wisely or change them into planters. Mr. Greenstein preferred to defer this matter until November in order for all Supervisors to be present in person but questioned the finished product in Option 1. Mr. Scheerer explained that Option 1 removed the existing fountain and started from scratch, which was Photo 2. Mr. Greenstein pointed out that Option 1 was the Bellagio style fountain compared to what they currently had, which were separate bowls and the cost to repair and enhance the existing fountain to have a useful life would cost $61,000. Because their fountains were 18 to 20 years old, he felt that this was a fair price and suggested replacing the fountain closest to the Seven Eagles pavilion entrance for $120,000. Mr. Dryburgh preferred to speak to Reunion Resort about splitting the cost since they wanted to bring in more weddings. Mr. Greenstein suggested revisiting the fee that the District charged for the use of that area as it was an enhancement and recalled the Board discussing at the last meeting, putting all of their efforts into the fountain closest to Gathering Drive, as it was seen by almost everyone driving past their community and recommended they turn the other fountain into a planter as they did not need a fountain at both ends of Linear Park. Mr. Dryburgh agreed. Ms. Hobbs felt that the fountains benefitted the entire community and added value as it made the community more attractive to people. Mr. Greenstein agreed.
Ms. Wispelwey felt that a better use of their funds was for roads and suggested that Reunion Resort take care of one fountain and the District would take care of the other. Mr. Greenstein agreed but noted that they had a good amount of money in the Replacement and Maintenance (R&M) Fund for the fountains and it should be shared cost between Reunion East and Reunion West, since it was not just a Reunion East CDD project. In his opinion, it came down to what was fiscally responsible and recommended deferring this matter to the November meeting when all of the Board Members were present, so that they could consider a repair and

Reunion East CDD	October 12, 2023
Regular Meeting	Page 4 of 14

enhancement that allowed for future use versus a Bellagio type of fountain. Ms. Wispelwey did not recommend keeping the existing fountain without enhancing the water treatment. Mr. Greenstein was happy that the proposal included systemic modifications that were needed for the fountain to function properly without undue maintenance and wear and tear and thanked Mr. Scheerer for providing the proposal. There was Board consensus to defer this matter until the November meeting.

Public Comment Period (Item 2)
Ms. Adams received a request from a member of the public who was attending via Zoom to open the public comment period. There was Board consensus. Ms. Dorothy Reynolds thanked the Board for allowing her to speak and requested an update on the Fitness Center at Heritage Crossing. Ms. Adams stated this item was on the Action Items List and staff would address it under the District Manager’s Report. Resident Chuck Maniaci of 7637 Heritage Crossing Way, Unit 102, witnessed raccoons coming into the pool and drinking out of it during the day when kids were present. Mr. Scheerer explained that it was a CDD pool and there were no contracts in place for pest control, but they would bring someone out to set traps. Ms. Wispelwey suggested installing netting or screening around the pool to keep the raccoons out. There being no further public comments, Ms. Adams closed the public comment period.

FIFTH ORDER OF BUSINESS	Consideration  of  Seven  Eagles  Pool
Renovation
Spies
Aqua Blue
Sundance
Ms. Adams recalled when the Board was approving Fiscal Year 2024 Budget, one of the projects that the Board considered for the R&M Fund, was the resurfacing of the pool and spa at Seven Eagles. Mr. Scheerer was working with multiple vendors to obtain proposals and included them in the agenda package along with a comparison of costs. Proposals were provided by Spies Pools, Aqua Blue and Sundance. Spies Pools provided many options such as installing new LED lighting, new tile, new beam markers, and to ensure that it was skid resistant and fell in line with the Department of Health regulations and step tile. They provided the same proposal for the two spas in Seven Eagles and quoted $67,332 for the pool and $18,780 for the two spas, for a total of
$86,112. Aqua Blue provided a proposal based on the same specification and quoted $24,414 for the two spas and $89,530 for the pool, for a total of $113 994. Sundance Pools quoted $79,995

Reunion East CDD	October 12, 2023
Regular Meeting	Page 5 of 14

for the pool resurfacing and $23,495 for the two spas, for a total of $103,490. It was brought before the Board today because they were closing Seven Eagles for two to three weeks while it was getting re-roofed, the atrium was pressure washed and rubber flooring was being installed in the main gym. Ms. Wispelwey noted that Spies would fit within their time frame the best, taking two to three weeks, as Sundance would take four weeks and Aqua Cool Blue would take three weeks. Ms. Adams pointed out that they did not always make a recommendation, but in this case, based on Mr. Scheerer’s experience and long-standing relationship with this vendor, providing quality product and standing behind their work, Mr. Scheerer recommended the Spies Pools proposal. He used them often in his current role as Field Manager and never had to call them back. They have been in business for 35 years, performing 99.9% of all commercial pool repairs and provided a warranty of five years on the finish. They had the best repair staff and were responsive. Mr. Dryburgh asked if the Spies Pools quote included Options 1 and 2. Mr. Scheerer confirmed that they were included as an add-on and it would cost $5,000 to have the lights converted to LEDs and for the additional inside beam work. The Spies Pools proposal included all of these options for $86,530.

On MOTION Ms. Wispelwey seconded by Mr. Dryburgh with all in favor the proposal with Spies Pools for the Seven Eagles pool renovation in the amount of $86,530 was approved.

SIXTH ORDER OF BUSINESS	Consideration of Reunion East Property
Conveyance Funding Agreement with Kingwood Reunion Resort
Ms. Adams reported that a representative of Kingwood Orlando Reunion Resort (Kingwood) informed them that Kingwood was considering the relocation of certain golf course holes and requesting a certain amount of property or acreage be conveyed from Reunion East to Kingwood. As a result, staff requested a Funding Agreement, whereby any work that District Counsel and the District Engineer did on behalf of Reunion East CDD relative to this project, would be 100% funded by Kingwood. The costs would be itemized and requests for reimbursement would be sent to Kingwood per the terms of the Funding Agreement. The project itself was in the early stages and there were no documents available to circulate to the Board. However, in speaking with the developer’s representative, when they get closer to knowing exactly what they were going to be asking for, they would come to the Board and make a presentation on what they were asking for. By that time, it would have been vetted by District

Reunion East CDD	October 12, 2023
Regular Meeting	Page 6 of 14

Counsel who would confer with Bond Counsel and the District Engineer, as it potentially required permitting with the Water Management District. At this time, staff was asking for the Board to agree to Kingwood paying for all of the fees associated with this project. Ms. Trucco pointed out that once they completed their review, they would bring everything back to the Board and the Board would decide whether to agree with their proposed Development Plan change, which may affect some CDD property.
Ms. Hobbs suspected that they would be asking for land designated as a conservation area. Ms. Adams pointed out that would be something that the District Engineer would evaluate and make a determination of suitability from an engineering perspective. Ms. Hobbs wanted to have a better understanding of how this worked because normally they did not give up conservation land unless they had mitigated conservation. Ms. Adams felt this was an excellent point, which staff would be looking into, especially the District Engineer. However no one had looked into anything until a Funding Agreement was in place. Ms. Wispelwey found it hard to believed that Kingwood did not know what they wanted. Ms. Adams believed that they had an idea, but it was early because there were multiple stakeholders, including the Water Management District who would determine the feasibility of the project. However, as soon they were further along in the process and there was due diligence completed by District Counsel and the District Engineer, it would be brought back to the Board for a presentation from the developer’s representative. But at this time, the only action that they were requesting was for the Board to approve the Funding Agreement so that Kingwood was paying for the due diligence work.
Ms. Trucco explained that the Funding Agreement was paying for a proposed change to their Development Plan to convert a portion of the golf course to residential use, which may impact some CDD conservation land and contemplating a potential swap of conservation land. Staff needed to review the documents and concepts, which would take time, but before that occurred, they asked Kingwood to cover all CDD’s fees for example experts that Mr. Boyd advises should be consulted, surveying expenses, etc. Mr. Dryburgh assumed when they come back with the presentation, they would reach out to residents about what was being presented so that they could attend the meeting. Ms. Trucco suggested having a joint meeting in order for everyone could hear the presentation. Mr. Greenstein pointed out it would be a major change for the Watson Golf Course and impacted the entire community as well as the golfers. When Kingswood had everything right, they would announce their plans to the community as their Assessment Methodology currently covered golf course property that they would convert to

Reunion East CDD	October 12, 2023
Regular Meeting	Page 7 of 14

residential and recalled that there was sign off from Mr. Tom Watson on golf course design changes they wanted to make. Ms. Trucco assumed that nothing would be signed off on without the Board’s approval, which was why she and Mr. Boyd wanted to review everything and this was the first step. After this was approved by the Board, Mr. Boyd would be review everything. Mr. Dryburgh felt that the public had a right to know what was happening and to see the plans. Mr. Greenstein recommended that the Board approve this agreement so that the funding was in place.

On MOTION by Mr. Dryburgh seconded by Mr. Greenstein with all in favor the Reunion East Property Conveyance Funding Agreement with Kingwood Reunion Resort was approved.

SEVENTH ORDER OF BUSINESS	Consideration	of	Resolution	2024-01
Setting a Public Hearing to Establish and Confirm Rates for Irrigation Service
Ms. Trucco recalled that two months ago, the Board approved an Irrigation Agreement with Kingwood in substantially final form, subject to the Chairman's execution and that it would bind successors and assigns. She obtained Kingwood's approval of the changes to clarify that it runs with the land and was going to bind successors and assigns and they agreed that the irrigation rates would include the capital expenses, based on the CDD’s position that it owned a portion of the irrigation system. They cleaned up the definition of capital expenses for any long-term repair costing more than $50,000, clarifying if there was a capital expense, they would approach the CDD and the CDD Board would decide, to the extent that financing was legally permissible by the CDD and there was some tax benefit, to assist Kingwood in the financing of a capital repair. At this time, Kingwood approved the agreement, including the provision that any time the irrigation rates set forth in Exhibit A increased, which were the current 2023 rates, the Board would receive a 90-day notice to approve the rate increase. As a formality, in order to follow Chapter 190, Ms. Trucco recommended that the Board adopt Resolution 2024-01 to set a public hearing for the December meeting to approve the 2023 rates, as the intent behind the agreement was to comply with Chapter 190 for the portion of the irrigation system that the CDD owned.
Ms. Wispelwey requested that there be communication as she heard from a number of residents who had no input in any increase. Ms. Trucco pointed out that the Board had a say if Kingwood increased the rates, which they would not have with another provider such as Toho, as prior to this agreement, the CDD had no indemnification rights and the rate could have escalated

Reunion East CDD	October 12, 2023
Regular Meeting	Page 8 of 14

each year. Mr. Greenwood pointed out that while they served as the regulating body for the irrigation water arrangement in Reunion, because the CDD owned the facility, the Master Association was operating it through Kingwood. With the agreement for The Stables for the cleanup, a great deal of information was included and offered to work with Kingwood, to announce that the Board was now a regulatory body for irrigation water. Mr. Greenwood requested that the public be informed of the intent of the hearing. Ms. Trucco would prepare a one-page document with the highlights, benefits and more about the rates.

On MOTION by Mr. Greenstein seconded by Mr. Dryburgh with all in favor Resolution 2024-01 Setting a Public Hearing to Establish and Confirm Rates for Irrigation Service for December 14, 2023 at 1:00 p.m. at this location, was approved.

EIGHTH ORDER OF BUSINESS	Staff Reports
Attorney
Ms. Trucco was working on the Irrigation Agreement since the last meeting and was continuing to follow up on the Traffic Enforcement Agreement with the Osceola County Sheriff's Department. She provided them with a draft agreement for both Reunion East and Reunion West, showing that the roadways were public as they were financed with bonds and was dealing with their counsel, who was still reviewing the agreement. Ms. Trucco would escalate to a phone call and email per week as a follow up in order to get an answer from the county as to whether there were any comments on the draft she provided, with the argument that residents within the CDD were paying taxes to the county and there was consistency with past practices based on the nature of the roadways. She was continuing to reiterate to the Sheriff's Department that the gates were soft gates, pointing out an incident that occurred in Reunion West Encore last month with golf carts. Ms. Trucco would keep the Board apprised of any updates.

Engineer
Consideration of Bid Documents for Right of Way Repairs
Consideration of Universal Pavement Condition Report
Mr. Boyd presented the Universal Engineering Services (UES) Geotechnical Evaluation, including the exhibits that they prepared and bid documents for bidders to quantify what they were recommending, based on the initial evaluation that they completed earlier this year in order to provide apple-to-apple comparisons. UES performed borings in the locations that staff identified and based on their initial evaluation, they recommended a 1½ inch milling of existing

Reunion East CDD	October 12, 2023
Regular Meeting	Page 9 of 14

asphalt and replacing 1½ inches of new asphalt. This report would be included as part of the bid documents, in order to provide further details to the contractors. This was the first step in a multi- year process of repaving all of the roads within the District. According to the bid document, there was a general item for mobilization and any other items that they needed. The first section was Gathering Drive from 545 overpass to Excitement Drive, which would be a full repaving of the entire roadway (Maintenance of Traffic), with 1½ inches of asphalt, resurfacing with a new layer of 1½ inches of asphalt and the restoration of pavement markings. For this section specifically, they were asking for a double yellow center stripe and new stop bars where stop bars needed to be replaced, even if the area was not being repaved at this time. It would be amended to include crosswalk re-striping. The second section was the entrance to Excitement Drive off of Old Lake Wilson Road, which was in poor condition, with the balance of Excitement Drive being completed at a later time as it was not in immediate need of repair. The third section was Tradition Boulevard between Spine Road and I-4, the fourth section was Tradition Boulevard between the Davenport Creek bridge and the intersection and the fifth section was the outbound lane on Spine Road, which is in poor condition. However, the inbound road of Spine Road was in good condition except at the intersection of 545 up to the gate and the last three segments were on Reunion Boulevard. They were recommending re-paving all of Reunion Boulevard at this time, as quite a bit of Reunion Boulevard was in urgent need of repaving, although a portion of Reunion Boulevard was not in bad condition north of Patriots Landing up to the circle. The request from the Board was to put this out for bid and once the bids were received, the Board could decide to defer any of the work to a future year, since the scope was split into sections.
Ms. Wispelwey pointed out that it was difficult to turn onto Spine Road from Old Lake Wilson Road towards Osceola Polk Line Road and asked if they could get additional feet of asphalt. Mr. Greenstein agreed as it was a 90-degree turn, which was dangerous as a car could get rear ended and asked if there was anything that they could recommend to the county. Mr. Boyd stated that they could prepare a construction plan and submit it to the county for a construction permit. Ms. Wispelwey stated that she wanted to expand the apron on CDD property, not to make a turning lane. Mr. Greenstein questioned how much land they had in the apron area that could be turned 60 degrees versus 90 degrees. Mr. Boyd could determine how much CDD property they had to work by looking at the ownership map, as he believed that CDD property ended at the right-of-way (ROW) and there was golf course property to the north. To the extent it was possible to do that, they would have to do some grading, build a roadway base and put in new asphalt,

Reunion East CDD	October 12, 2023
Regular Meeting	Page 10 of 14

which would be a more substantial line item. Mr. Greenstein agreed, as it was a safety issue and suggested reaching out to the county about the eminent need for it as a traffic light was going to be installed as part of the Old Lake Wilson Road widening project. Mr. Dryburgh suggested finding out from the county when they were going to improve this intersection so they could widen the apron on Spine Road as part of their project. Mr. Boyd would check with the county on their plans. Ms. Trucco recalled an eminent domain matter several months ago, when notices were provided by the Florida Department of Transportation (FDOT) regarding the taking of Parcels 109, 127 and 810 and would coordinate with Mr. Boyd. Because if they did make an improvement that was later subject to eminent domain by the county, the District would be entitled to reasonable compensation. Gray Robinson just informed her that they received an offer of $200 for Parcel 127 and $300 for Parcel 810, but FDOT was still reviewing the appraisal for Parcel 109. Once Gray Robinson had the appraisal for all four parcels, they would perform a more detailed review of the full taking and provide a complete analysis back to the Board.
Ms. Adams asked if the bid documents included golf cart crossings with the stop bars and crosswalks. Mr. Boyd explained that there were no golf cart crossings in Reunion East, but there were crosswalks, which would be addressed. Mr. Greenstein noted one golf cart crossing on the south end of Excitement Drive between Holes 1 and 2. Mr. Boyd would have those re-stripped as part of the bid package. Ms. Wispelwey felt that it would be helpful to have yield signs in the roundabout on the bridge by the traffic circle (Photo 1.11 E). Mr. Scheerer indicated that the Davenport Creek Bridge terminated where the words, “Tradition Blvd.” was on the photo, but there was no common area to post yield signs, so they put the “Pedestrian Ahead” sign on a light post further back. Ms. Wispelwey requested pavement markings approaching the traffic circle from west to east because there was no place to put it and people could not see it. Mr. Boyd would have pavement markings included on all three approaches to the circle.

On MOTION by Ms. Wispelwey seconded by Mr. Dryburgh with all in favor the bid documents for the right-of-way repairs to include stop bars, striping, crosswalks, golf cart crossing and yield pavement markings at the traffic circle were approved.

District Manager’s Report
Action Items List
Ms. Adams presented the Action Items List. Regarding the question from a resident earlier in the meeting about the use of Seven Eagles Fitness Center, there was discussion because it

Reunion East CDD	October 12, 2023
Regular Meeting	Page 11 of 14

would be closed for three weeks for maintenance when the roof was replaced, the pool was resurfaced and other maintenance activities were occurring. She received several inquiries from Reunion property owners and residents about other CDD fitness centers and advised them that they could use the CDD outdoor Fitness Center on Grand Traverse Parkway near Valhalla. The resident also spoke about private fitness centers that were operated by Reunion Resort, but they did not have any official information from Reunion Resort about when they planned to reopen facilities. If any Board Members wanted to speak about that issue, they could, but she did not have any information. Mr. Dryburgh felt that Ms. Adams was clear and the resident should understand that the private exercise facility was closed in order to enhance the golf facility and the equipment was placed in storage. The indoor exercise facility would be worked on for multiple weeks. Mr. Greenstein hoped it would take no more than three weeks. Mr. Scheerer clarified that while the roof was being replaced and the Fitness Center was closed and only the mail room at Seven Eagles would be open. Dumpsters and equipment would be mobilizing on the 19th and the front entrance would be closed on the 20th. Mats would be added to the free weight section of the Seven Eagles Gym when available.
Ms. Adams pointed out one item that was not on the Action Items List, which the Board took action on, was to provide the bond requisitions to the District Engineer to evaluate the potential minimum amount that The Stables parcel could be sold for. That was in process as the information was provided to the District Engineer. Mr. Boyd stated he had not started the review yet. Mr. Greenstein understood as Mr. Boyd was working on items that were a priority. Ms. Wispelwey questioned where the dumpster was placed. Ms. Adams indicated that the comments that Supervisors provided to her on the License Agreement, were incorporated, the Chairman reviewed the final form, it was provided to the Master Association and a courtesy copy was forwarded to Reunion Resort. They have not received any comments from the Master Association or Reunion Resort at this time, but she received notification two days ago that they were reviewing it. Mr. Greenstein hoped by the next meeting they would know where they stood. Mr. Dryburgh felt that the agreement was in the right spirit. Ms. Adams pointed out that the Action Items List was provided for informational purposes and no action was required.
*Mr. Boyd left the meeting at this time.

Reunion East CDD	October 12, 2023
Regular Meeting	Page 12 of 14

Approval of Check Register
Ms. Adams presented the Check Register from September 1, 2023 through September 30, 2023 in the amount of $419,748.86.

On MOTION by Mr. Greenstein seconded by Ms. Hobbs with all in favor the September Check Register was approved.

Balance Sheet and Income Statement
Ms. Adams presented the Unaudited Financial Statements through August 31, 2023, which were for informational purposes.

Replacement and Maintenance Plan
Ms. Adams presented the Replacement and Maintenance Plan. The Project List for Fiscal Year 2023 was updated and the Project List for Fiscal Year 2024, noted the action taken by the Board regarding the pool resurfacing, which was scheduled for October.

Security Report
Ms. Adams reported that the September Security Report was provided to the Board under separate cover. Mr. Victor Vargas, Director of Reunion Security, was not in attendance as he was at a security conference.

NINTH ORDER OF BUSINESS	Other Business
Ms. Wispelwey reported that a fire occurred in one of the pool pumps in Carriage Pointe. Ms. Adams sent a report to the Board in case there was any discussion on social media. Mr. Scheerer was informed early in the morning about a pool heater that caught on fire and Spies Pools was contacted. It turned out that was a backfire in the heat exchanger, which was caused by a small hole in the underside of a gas valve running from the gas valve to the pilot light. When it called for gas, it lit and ignited. Spies Pools came out the same day and replaced the three-inch copper tubing, tested it and now it works fine. It was not a massive fire, but the sound of the explosion could be heard in the video from when the small hole ignited itself. None of the gas was shut off other than to that specific heater. Ms. Wispelwey felt that they were very lucky.
Mr. Scheerer reported that their pool provider, Roberts Pools requested an increase for their services and in order to stay in line with the direction of the Board, three proposals were obtained from three different vendors, as well as someone who was recommended to him, but

Reunion East CDD	October 12, 2023
Regular Meeting	Page 13 of 14

they did not submit a written proposal in time. The budget was $7,000 for cleaning only and the CDD was currently paying, starting in October, for all chemicals, whereas the prior contract had chemicals included. The increase with Roberts Pools was for $8,500 per month for seven days per week service for all six pools, spas, two kiddie pools and three fountains. Sundance Pools proposed $9,250 for the same service. Central Florida Pools and Spas, who had trucks all over the area, proposed $7,000 a month to clean all pools and fountains, but Mr. Scheerer was not familiar with them and their online reviews were not favorable. Ms. Wispelwey used them. Mr. Dryburgh questioned what percentage of the price was for chemicals. Mr. Scheerer confirmed that there was $200,000 in the budget for chemicals for the entire community. Mr. Dryburgh asked if the vendors would be charging for chemicals. Mr. Scheerer explained the chemicals were being delivered and charged directly to the District and the proposal was cleaning only. Mr. Greenstein asked in the last 24 months, whether there was an increase from Roberts Pools. Mr. Scheerer recalled that they provided an increase in the past, the District was currently paying
$7,000 per month, which was increasing to $8,500 and the District was paying $15,000 per month for chemicals.
Mr. Dryburgh questioned what Central Florida Pools and Spas would be doing. Ms. Wispelwey stated according to their proposal, they would be doing brushing, netting, vacuuming, tile, cleaning, filter cleaning, picture, chemical logs and emails. Mr. Dryburgh proposed going with the cheapest vendor and seeing what happened. Ms. Wispelwey voiced concern if they went to Central Florida Pools and Spas and did not like them and they wanted Roberts Pools to come back, they might want $9,500 versus $8,500 and questioned whether Roberts Pools used the same people. Mr. Scheerer confirmed that the same people serviced the pools, but on occasion, they sent other people and on occasion, the owner serviced their pools. They GPS tracked all of their vehicles in case a pool was not clean. Mr. Boyd stated Mr. Goldstein suggested that he contact Mr. Jonathan Patricio, a former pool cleaner for Yellowstone, but as of last week, he was not insured, although he was licensed. He offered to clean the pools for $7,500 per month. Mr. Greenstein felt they needed to maintain consistency and quality and recommended trying to lock them into no price increases for 12 or 24 months. Ms. Wispelwey pointed out that Central Florida Pools and Spas increased their price after six months. Ms. Trucco indicated that the contract with Roberts Pools had a 30-day termination clause without cause. Mr. Dryburgh felt that having the same person maintain their pools was important as well as being able to track them. Ms.

Reunion East CDD	October 12, 2023
Regular Meeting	Page 14 of 14

Wispelwey stated that Central Florida Pools and Spas provided an email message showing the picture of the pool that they cleaned.
Mr. Goldstein felt that Roberts Pools were not doing the quality work that they needed to and wanted to look at other vendors as he witnessed a guy sitting out in front of a pool for 40 minutes in his truck not doing any work. Mr. Dryburgh questioned whether there were any complaints about the cleanliness of the pools as he used the Homestead pool often and it was clean and he had not heard any complaints. Mr. Scheerer stated there was an issue with a filthy spa at the Homestead pool, but it turned out someone threw dirt into it and most of the complaints were in the afternoon as the pools were cleaned in the morning. Mr. Dryburgh preferred to use a company that used the same employees. Since this item was not on the agenda, Ms. Adams opened this item to the public for comments prior to the Board taking action. Hearing no comments, the floor was closed to comments and Ms. Adams pointed out that any action that the Board takes, was subject to District Counsel preparing an agreement with all of the statutory requirements and District protections that were deemed necessary by Counsel.

On MOTION by Ms. Wispelwey seconded by Mr. Dryburgh with all in favor approving a multi-year agreement with Roberts Pool Services was approved.

TENTH ORDER OF BUSINESS	Supervisor’s Requests
There being no comments, the next item followed.

ELEVENTH ORDER OF BUSINESS	Next Meeting Date – November 9, 2023
The next meeting was scheduled for November 9, 2023 at 1:00 p.m. at this location.

TWELFTH ORDER OF BUSINESS	Adjournment

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

Secretary/Assistant Secretary	Chairman/Vice Chairman

!!"#$%& 4

	951 Yamato Road ▪ Suite 280 Boca Raton, Florida 33431
(561) 994-9299 ▪ (800) 299-4728
Fax (561) 994-5823
www.graucpa.com	

October 12, 2023 Board of Supervisors
Reunion East Community Development District
219 East Livingston Street Orlando, FL 32801

We are pleased to confirm our understanding of the services we are to provide Reunion East Community Development District, Osceola County, Florida (“the District”) for the fiscal year ended September 30, 2023. We will audit the financial statements of the governmental activities and each major fund, including the related notes to the financial statements, which collectively comprise the basic financial statements of Reunion East Community Development District as of and for the fiscal year ended September 30, 2023. In addition, we will examine the District’s compliance with the requirements of Section 218.415 Florida Statutes. This letter serves to renew our agreement and establish the terms and fee for the 2023 audit.
Accounting principles generally accepted in the United States of America provide for certain required supplementary information (RSI), such as management’s discussion and analysis (MD&A), to supplement the District’s basic financial statements. Such information, although not a part of the basic financial statements, is required by the Governmental Accounting Standards Board who considers it to be an essential part of financial reporting for placing the basic financial statements in an appropriate operational, economic, or historical context. As part of our engagement, we will apply certain limited procedures to the District’s RSI in accordance with auditing standards generally accepted in the United States of America. These limited procedures will consist of inquiries of management regarding the methods of preparing the information and comparing the information for consistency with management’s responses to our inquiries, the basic financial statements, and other knowledge we obtained during our audit of the basic financial statements. We will not express an opinion or provide any assurance on the information because the limited procedures do not provide us with sufficient evidence to express an opinion or provide any assurance.
The following RSI is required by generally accepted accounting principles and will be subjected to certain limited procedures, but will not be audited:
Management’s Discussion and Analysis
Budgetary comparison schedule
The following other information accompanying the financial statements will not be subjected to the auditing procedures applied in our audit of the financial statements, and our auditor’s report will not provide an opinion or any assurance on that information:
Compliance with FL Statute 218.39 (3) (c)
Audit Objectives
The objective of our audit is the expression of opinions as to whether your financial statements are fairly presented, in all material respects, in conformity with U.S. generally accepted accounting principles and to report on the fairness of the supplementary information referred to in the second paragraph when considered in relation to the financial statements as a whole. Our audit will be conducted in accordance with auditing standards generally accepted in the United States of America and the standards for financial audits contained in Government Auditing Standards, issued by the Comptroller General of the United States, and will include tests of the accounting records of the District and other procedures we consider necessary to enable us to express such opinions. We will issue a written report upon completion of our audit of the District’s financial statements. We cannot provide assurance that an unmodified opinion will be expressed. Circumstances may arise in which it is necessary for us to modify our opinion or add emphasis-of-matter or other-matter paragraphs. If our opinion on the financial statements is other than unmodified, we will discuss the reasons with you in advance. If, for any reason, we are unable to complete the audit or are unable to form or have not formed an opinion, we may decline to express an opinion or issue a report, or may withdraw from this engagement.
We will also provide a report (that does not include an opinion) on internal control related to the financial statements and compliance with the provisions of laws, regulations, contracts, and grant agreements, noncompliance with which could have a material effect on the financial statements as required by Government Auditing Standards. The report on internal control and on compliance and other matters will include a paragraph that states (1) that the purpose of the report is solely to describe the scope of testing of internal control and compliance, and the results of that testing, and not to provide an opinion on the effectiveness of the District’s internal control on compliance, and (2) that the report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the District’s internal control and compliance. The paragraph will also state that the report is not suitable for any other purpose. If during our audit we become aware that the District is subject to an audit requirement that is not encompassed in the terms of this engagement, we will communicate to management and those charged with governance that an audit in accordance with U.S. generally accepted auditing standards and the standards for financial audits contained in Government Auditing Standards may not satisfy the relevant legal, regulatory, or contractual requirements.

Reunion East Community Development District	Page 2

Examination Objective
The objective of our examination is the expression of an opinion as to whether the District is in compliance with Florida Statute 218.415 in accordance with Rule 10.556(10) of the Auditor General of the State of Florida. Our examination will be conducted in accordance with attestation standards established by the American Institute of Certified Public Accountants and will include tests of your records and other procedures we consider necessary to enable us to express such an opinion. We will issue a written report upon completion of our examination of the District’s compliance. The report will include a statement that the report is intended solely for the information and use of management, those charged with governance, and the Florida Auditor General, and is not intended to be and should not be used by anyone other than these specified parties. We cannot provide assurance that an unmodified opinion will be expressed. Circumstances may arise in which it is necessary for us to modify our opinion or add emphasis-of-matter or other-matter paragraphs. If our opinion on the District’s compliance is other than unmodified, we will discuss the reasons with you in advance. If, for any reason, we are unable to complete the examination or are unable to form or have not formed an opinion, we may decline to express an opinion or issue a report, or may withdraw from this engagement.
Other Services
We will assist in preparing the financial statements and related notes of the District in conformity with U.S. generally accepted accounting principles based on information provided by you. These nonaudit services do not constitute an audit under Government Auditing Standards and such services will not be conducted in accordance with Government Auditing Standards. The other services are limited to the financial statement services previously defined. We, in our sole professional judgment, reserve the right to refuse to perform any procedure or take any action that could be construed as assuming management responsibilities.
Management Responsibilities
Management is responsible for compliance with Florida Statute 218.415 and will provide us with the information required for the examination. The accuracy and completeness of such information is also management’s responsibility. You agree to assume all management responsibilities relating to the financial statements and related notes and any other nonaudit services we provide. You will be required to acknowledge in the management representation letter our assistance with preparation of the financial statements and related notes and that you have reviewed and approved the financial statements and related notes prior to their issuance and have accepted responsibility for them. In addition, you will be required to make certain representations regarding compliance with Florida Statute 218.415 in the management representation letter. Further, you agree to oversee the nonaudit services by designating an individual, preferably from senior management, who possesses suitable skill, knowledge, or experience; evaluate the adequacy and results of those services; and accept responsibility for them.
Management is responsible for designing, implementing and maintaining effective internal controls, including evaluating and monitoring ongoing activities, to help ensure that appropriate goals and objectives are met; following laws and regulations; and ensuring that management and financial information is reliable and properly reported. Management is also responsible for implementing systems designed to achieve compliance with applicable laws, regulations, contracts, and grant agreements. You are also responsible for the selection and application of accounting principles, for the preparation and fair presentation of the financial statements and all accompanying information in conformity with U.S. generally accepted accounting principles, and for compliance with applicable laws and regulations and the provisions of contracts and grant agreements.
Management is also responsible for making all financial records and related information available to us and for the accuracy and completeness of that information. You are also responsible for providing us with (1) access to all information of which you are aware that is relevant to the preparation and fair presentation of the financial statements, (2) additional information that we may request for the purpose of the audit, and (3) unrestricted access to persons within the government from whom we determine it necessary to obtain audit evidence.
Your responsibilities include adjusting the financial statements to correct material misstatements and for confirming to us in the written representation letter that the effects of any uncorrected misstatements aggregated by us during the current engagement and pertaining to the latest period presented are immaterial, both individually and in the aggregate, to the financial statements taken as a whole.
You are responsible for the design and implementation of programs and controls to prevent and detect fraud, and for informing us about all known or suspected fraud affecting the government involving (1) management, (2) employees who have significant roles in internal control, and (3) others where the fraud could have a material effect on the financial statements. Your responsibilities include informing us of your knowledge of any allegations of fraud or suspected fraud affecting the government received in communications from employees, former employees, grantors, regulators, or others. In addition, you are responsible for identifying and ensuring that the government complies with applicable laws, regulations, contracts, agreements, and grants and for taking timely and appropriate steps to remedy fraud and noncompliance with provisions of laws, regulations, contracts or grant agreements, or abuse that we report.
Management is responsible for establishing and maintaining a process for tracking the status of audit findings and recommendations. Management is also responsible for identifying and providing report copies of previous financial audits, attestation engagements, performance audits or other studies related to the objectives discussed in the Audit Objectives section of this letter. This responsibility includes relaying to us corrective actions taken to address significant findings and recommendations resulting from those audits, attestation engagements, performance audits, or other studies. You are also responsible for providing management’s views on our current findings, conclusions, and recommendations, as well as your planned corrective actions, for the report, and for the timing and format for providing that information.
With regard to the electronic dissemination of audited financial statements, including financial statements published electronically on your website, you understand that electronic sites are a means to distribute information and, therefore, we are not required to read the information contained in these sites or to consider the consistency of other information in the electronic site with the original document.

Reunion East Community Development District	Page 3

Audit Procedures—General
An audit includes examining, on a test basis, evidence supporting the amounts and disclosures in the financial statements; therefore, our audit will involve judgment about the number of transactions to be examined and the areas to be tested. An audit also includes evaluating the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluating the overall presentation of the financial statements. We will plan and perform the audit to obtain reasonable rather than absolute assurance about whether the financial statements are free of material misstatement, whether from (1) errors, (2) fraudulent financial reporting, (3) misappropriation of assets, or (4) violations of laws or governmental regulations that are attributable to the government or to acts by management or employees acting on behalf of the government. Because the determination of abuse is subjective, Government Auditing Standards do not expect auditors to provide reasonable assurance of detecting abuse.
Because of the inherent limitations of an audit, combined with the inherent limitations of internal control, and because we will not perform a detailed examination of all transactions, there is a risk that material misstatements may exist and not be detected by us, even though the audit is properly planned and performed in accordance with U.S. generally accepted auditing standards and Government Auditing Standards. In addition, an audit is not designed to detect immaterial misstatements or violations of laws or governmental regulations that do not have a direct and material effect on the financial statements. Our responsibility as auditors is limited to the period covered by our audit and does not extend to later periods for which we are not engaged as auditors.
Our procedures will include tests of documentary evidence supporting the transactions recorded in the accounts, and may include tests of the physical existence of inventories, and direct confirmation of receivables and certain other assets and liabilities by correspondence with selected individuals, funding sources, creditors, and financial institutions. We will request written representations from your attorneys as part of the engagement, and they may bill you for responding to this inquiry. At the conclusion of our audit, we will require certain written representations from you about your responsibilities for the financial statements; compliance with laws, regulations, contracts, and grant agreements; and other responsibilities required by generally accepted auditing standards.
Audit Procedures—Internal Control
Our audit will include obtaining an understanding of the government and its environment, including internal control, sufficient to assess the risks of material misstatement of the financial statements and to design the nature, timing, and extent of further audit procedures. Tests of controls may be performed to test the effectiveness of certain controls that we consider relevant to preventing and detecting errors and fraud that are material to the financial statements and to preventing and detecting misstatements resulting from illegal acts and other noncompliance matters that have a direct and material effect on the financial statements. Our tests, if performed, will be less in scope than would be necessary to render an opinion on internal control and, accordingly, no opinion will be expressed in our report on internal control issued pursuant to Government Auditing Standards.
An audit is not designed to provide assurance on internal control or to identify significant deficiencies or material weaknesses. However, during the audit, we will communicate to management and those charged with governance internal control related matters that are required to be communicated under AICPA professional standards and Government Auditing Standards.
Audit Procedures—Compliance
As part of obtaining reasonable assurance about whether the financial statements are free of material misstatement, we will perform tests of the District’s compliance with the provisions of applicable laws, regulations, contracts, agreements, and grants. However, the objective of our audit will not be to provide an opinion on overall compliance and we will not express such an opinion in our report on compliance issued pursuant to Government Auditing Standards.
Engagement Administration, Fees, and Other
We understand that your employees will prepare all cash or other confirmations we request and will locate any documents selected by us for testing.
The audit documentation for this engagement is the property of Grau & Associates and constitutes confidential information. However, subject to applicable laws and regulations, audit documentation and appropriate individuals will be made available upon request and in a timely manner to a cognizant or oversight agency or its designee, a federal agency providing direct or indirect funding, or the U.S. Government Accountability Office for purposes of a quality review of the audit, to resolve audit findings, or to carry out oversight responsibilities. We will notify you of any such request. If requested, access to such audit documentation will be provided under the supervision of Grau & Associates personnel. Furthermore, upon request, we may provide copies of selected audit documentation to the aforementioned parties. These parties may intend, or decide, to distribute the copies or information contained therein to others, including other governmental agencies. Notwithstanding the foregoing, the parties acknowledge that various documents reviewed or produced during the conduct of the audit may be public records under Florida law. The District agrees to notify Grau & Associates of any public record request it receives that involves audit documentation.

Furthermore, Grau & Associates agrees to comply with all applicable provisions of Florida law in handling such records, including but not limited to Section 119.0701, Florida Statutes. Auditor acknowledges that the designated public records custodian for the District is the District Manager (“Public Records Custodian”). Among other requirements and to the extent applicable by law, Grau & Associates shall 1) keep and maintain public records required by the District to perform the service; 2) upon request by the Public Records Custodian, provide the District with the requested public records or allow the records to be inspected or copied within a reasonable time period at a cost that does not exceed the cost provided in Chapter 119, Florida Statutes; 3) ensure that public records which are exempt or confidential, and exempt from public records disclosure requirements, are not disclosed except as authorized by law for the duration of the contract term and following the contract term if Auditor does not transfer the records to the Public Records Custodian of the District; and 4) upon completion of the contract, transfer to the District, at no cost, all public records in Grau & Associate’s possession or, alternatively, keep, maintain and meet all applicable requirements for retaining public records pursuant to Florida laws. When such public records are transferred by Grau & Associates, Grau & Associates shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. All records stored electronically must be provided to the District in a format that is compatible with Microsoft Word or Adobe PDF formats.

Reunion East Community Development District	Page 4

IF GRAU & ASSOCIATES HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO ITS DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS AGREEMENT, CONTACT THE PUBLIC RECORDS CUSTODIAN AT: C/O GOVERNMENTAL MANAGEMENT SERVICES – CENTRAL FLORIDA LLC, 219 EAST LIVINGSTON STREET ORLANDO, FLORIDA 32801, OR RECORDREQUEST@GMSCFL.COM, PH: (407) 841-5524.

Our fee for these services will not exceed $7,900 for the September 30, 2023 audit, unless there is a change in activity by the District which results in additional audit work or if additional Bonds are issued. This agreement is automatically renewed each year thereafter subject to the mutual agreement by both parties to all terms and fees. The fee for each annual renewal will be agreed upon separately.

We will complete the audit within prescribed statutory deadlines, which requires the District to submit its annual audit to the Auditor General no later than nine (9) months after the end of the audited fiscal year, with the understanding that your employees will provide information needed to perform the audit on a timely basis.

All accounting records (including, but not limited to, trial balances, general ledger detail, vendor files, bank and trust statements, minutes, and confirmations) for the fiscal year ended September 30, 2023 must be provided to us no later than January 1, 2024, in order for us to complete the engagement by March 31, 2024.

Subject to timely receipt of the necessary information, we will submit a preliminary draft audit report by March 15, 2024 for the District's review, and a final draft audit report by March 31, 2024 for the District's review and approval.

The audit documentation for this engagement will be retained for a minimum of five years after the report release date. If we are aware that a federal awarding agency or auditee is contesting an audit finding, we will contact the party(ies) contesting the audit finding for guidance prior to destroying the audit documentation.

Our invoices for these fees will be rendered each month as work progresses and are payable on presentation. Invoices will be submitted in sufficient detail to demonstrate compliance with the terms of this agreement. In accordance with our firm policies, work may be suspended if your account becomes 60 days or more overdue and may not be resumed until your account is paid in full. If we elect to terminate our services for nonpayment, our engagement will be deemed to have been completed upon written notification of termination, even if we have not completed our report. You will be obligated to compensate us for all time expended and to reimburse us for all out- of-pocket costs through the date of termination. The above fee is based on anticipated cooperation from your personnel and the assumption that unexpected circumstances will not be encountered during the audit. If significant additional time is necessary, we will discuss it with you and arrive at a new fee estimate.

The District has the option to terminate this agreement with or without cause by providing thirty (30) days written notice of termination to Grau & Associates. Upon any termination of this agreement, Grau & Associates shall be entitled to payment of all work and/or services rendered up until the effective termination of this agreement, subject to whatever claims or off-sets the District may have against Grau & Associates.

We will provide you with a copy of our most recent external peer review report and any letter of comment, and any subsequent peer review reports and letters of comment received during the period of the contract. Our 2023 peer review report accompanies this letter.

We appreciate the opportunity to be of service to Reunion East Community Development District and believe this letter accurately summarizes the terms of our engagement and, with any addendum, if applicable, is the complete and exclusive statement of the agreement between Grau & Associates and the District with respect to the terms of the engagement between the parties. If you have any questions, please let us know. If you agree with the terms of our engagement as described in this letter, please sign the enclosed copy and return it to us.

Very truly yours, Grau & Associates

Antonio J. Grau RESPONSE:
This letter correctly sets forth the understanding of Reunion East Community Development District.

By: 		
Title:	
Date:	

 	

Reunion East Community Development District	Page 5

!!"#$%& 5

Quotation

Project Name: Reunion Seven Eagles Fountains Reunion Florida

Date:	11-Oct-23 Attn: Alan Sheerer @ GMS
UCC Estimate No.:	001

No.	Detail
No.	Item Description	Quantity	Unit	Unit
Price	Total	
							
		We are pleased to submit the following pricing for your review as					
		its been 19 years since UCC quoted and constructed the walls and					
		columns and walkways of Seven Eagles and we are proud of them.					

Seven Eagles Way & Seven Eagles Ct Fountain					
							
		OPTION #1  10' DIAMETER					

1.00		Demo and replace existing 10' Diameter 3 tier bowl Ftn with 10' diameter
ring ftn with center jet Similar to Photo #1 but with Precast caps Includes Design/Eng/Permitting	

1.00	

Ls.	

115,000.00	

115,000.00	
		New Ftn will have brick walls to match Seven Eagles, Precast caps to
match Seven Eagles, cast in place concrete structure with interior waterproofing prior to interior marcite and waterline tile. The ftn will have a Black PVC "ring" feature with brass/bronze nozzles tightly spaced to send a circular "veil" of water to land just outside a center geyser jet.
The feature will be powered by a pump system housed in a semi- submersible vault located behind the nearest brick site wall. The vault will also house an automatic chlorination system, timeclock and filtration package along with LED changeable colored lighting capabilities to highlight seasonal decorating.					
		includes replacing existing pavers as required to demo and reinstall
andcrossing of utilities. Landscape and irrigation repairs by others					
		irrigation					
							
		OPTION #2	15' DIAMETER					

2.00		Demo and replace existing 10' Diameter 3 tier bowl Ftn with 15' diameter ring ftn with center jet. Cross between photos #1 & #2/2A. Includes
design/Eng/permitting	

1.00	

Ls.	

142,000.00	

142,000.00	
		New Ftn will have brick walls to match Seven Eagles, Precast caps to match Seven Eagles, cast in place concrete structure with interior waterproofing prior to interior marcite and waterline tile. The ftn will have a Black PVC "ring" feature with brass/bronze nozzles tightly spaced to send a circular "veil" of water to land just outside a center geyser jet.
The feature will be powered by a pump system housed in a semi- submersible vault located behind the nearest brick site wall. The vault will also house an automatic chlorination system, timeclock and filtration package along with LED changeable colored lighting capabilities to
highlight seasonal decorating.					
		This option will require paver walkway alterations to create new walkway
around wider feature and rework at utility crossings.					
		Landscape and irrigation repairs by others					
		sewer/water service to be available within 20' of vault or tie in to					

		OPTION #3  Keep Existing	See Photo #3					
3.00		Completely clean up and overhaul existing 3 tier water feature, includes:	1.00	LS	61,500.00	61,500.00	
		a)sandblast all precast caps, walls and tiered feature and finial					
		b)grind, point and regrout and seal all joints and precast					
		c)demo and remove existing interior finishes and sandblast for new					
		d)apply new waterproofing, marcite and waterline tile to interior					
		e)installation of new pump, filtration and chlorination system inside a
semi-subterranean vault located behind nearest site wall					
		f)includes colored LED lighting for Seasonal Decorating enhancement					
		g)includes ground and bonding at feature					
		h) replace pavers at utility crossings and where stucco re & re occurs					

		Seven Eagles Court South Fountain					

		OPTION #A  Keep Existing	See Photo #4 (add vault)					
4.00		Completely clean up and overhaul existing 3 tier water feature, includes:	1.00	LS	65,000.00	65,000.00	
		a)sandblast all precast caps, walls and tiered feature and finial					
		b)grind, point and regrout and seal all joints and precast					
		c)demo and remove existing interior finishes and sandblast for new					
		d)apply new waterproofing, marcite and waterline tile to interior					
		e)installation of new pump, filtration and chlorination system inside a
semi-subterranean vault located behind nearest site wall					
		f)includes colored LED lighting for Seasonal Decorating enhancement					
		g)includes ground and bonding at feature					

5.00		h) replace pavers at utility crossings and where stucco re & re occurs	

1.00	

LS			

		OPTION #B  Keep Existing	See Photo #4 ( no vault)					
		Leave existing pump and services			27,500.00	27,500.00	
		sandblast all precast, remove efflorescence, grind, patch and point all precast. Seal all existing precast. Remove existing interior coatings and tile and replace with proper waterproofing, marcite and waterline tile.
Replace bulb if fixture exists					
		leave system on existing irrigation auto-fill					

		NO PERMIT REQUIRED FOR THIS OPTION					

							
							
Qualifications:	-Tree root pruning if req'd by others (vault locations)
Testing & inspections by others
Civil curbs, bands and sidewalks by others
M.O.T and traffic control by others
Excludes Certified survey and or As-Builts
-UCC Group Inc not responsible for power, water, sewer supply services
-no allowance for sealer or Polymeric sand on pavers
Quotation Valid for 30 days
-Terms NET 30 Days, no retainage
Pat DiPaolo	
UCC GROUP INC.,	
Orlando	

Orlando ▪ 7380 Sand Lake Road, Suite 500 ▪ Orlando, FL ▪ 32819 ▪ P:407-248-0989 ▪ F:407-939-0730	
Toronto ▪ Vancouver ▪ Orlando	
www.uccgroup.com	

'f!III,I
/!1 11
11111
1111

ill II II
II

11111 ,u

!!"#$%& 6

Additional Easement Areas:

Existing Easement Areas:

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 12th 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, IMF DEVELOPERS LLC, a Florida limited liability company, whose mailing address is 1212 NW 82nd Avenue, Doral, Florida 33126, and LB CONSTRUCTION OF SOUTH FLORIDA, INC., a Florida corporation, whose mailing address is 1990 NE 149th Street, North Miami, Florida 33180 (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.

Effective Date; Term. This Easement Agreement will take effect on the Effective Date and shall continue for a period of eighteen (18) months, unless this Easement Agreement is terminated in writing by all parties.

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

Temporary Construction Easement	2
Reunion East Community Development District

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.

Pre-Use and Post-Use Inspections and Restoration of the Easement Area. Grantee agrees to participate in the Grantor’s pre-use and post-use inspections in order to ensure complete restoration of the District’s Property/Easement Area to its original condition. Grantee agrees to restore the District’s Property/Easement Area to its original condition (as such is determined by the District in the District’s sole discretion) and at Grantee’s sole cost and expense, following any damage to the District’s Property/Easement Area, within 30 days of such damage, or following the completion of the Work, including removal of the temporary fencing and access, or termination of this Easement Agreement, within 30 days of such completion or termination, or 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 and expense 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.

Temporary Construction Easement	3
Reunion East Community Development District

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

Temporary Construction Easement	4
Reunion East Community Development District

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

Temporary Construction Easement	5
Reunion East Community Development District

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

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

Temporary Construction Easement	6
Reunion East Community Development District

•.

ti:ntNr:	Z ,,..,, (!;.if

,,;	J
.('.

GRANTEE:':	:  •  Jl -t,"	•i	i
- ( - ; ·'i!:J	)·)	i,t
-	:
7500 MOURNING DOVE REUNION:
LLC, a Florid.a limJted";Jiabil tY. c01ppany.
.	:;. '	·. . '. : - }" '	·\  ;: •	,}  t : .:.  .•

a

By: QUA INTEGRAL SERVICES

LLC,	lorida ljmtted liability company, its Manage	'!	•

Signature: -----,-,--, ,-=...	,t::--­

Name: Alex Nahahetian.:,,
Title: Manager

;:

:;

\

·...•..·•.•t- ·-- ·, }t<.·:..·:··•··•

.

·. '.-.;.• .'

,' ·:•·,.:·

,i• '' •.

,.:·..
BTATE QF FLORIDA;	)
;pouNTY OF  n11fu!}, -		: ,,

The foregoing instrument was acknowledged before me by means:of hysi6 1 presence pr □ on!Jne notarization, this J..L_ day of .JtJUf , 2023 by Alex Nahabetian, as Manager of
··QUA INrEGRAL SERVICES LLC, a Florida lirnited liability company, as:Manager of7500
·MOURNING DOVE REUNION  LLC, a Florida. limited liability comp ny, ·on behalf of s id
;fompaniis, who is  ersonally known to me or _has pFoo\uc d	_:•	'!•	- : • •  :	as
.'identification.
;	.,

.AN SSAE: RR\HA._.
• C4imrrilssion#Hl:fOi 57

.	1r	':·
{-

:	xpt,esJuly26,2024 •••_  _

kt•,:•,1;: :1m fy ,.,lopm tDi ct• •··

:J:
)_;;	,: .
;
;•
;:i
')··
'STATE OF FLORIDA.	)
·coUNTY oF f!}IArol--2 )

I'.

Signature: 	''- LL	+--Y_,_

Name: Alex Nahaheti Title: Manage[

\

'\

..
,L. ..E::::!k:: :=:; ;.;.;µq:

'	• The foregoing instrument was acknowledged before me bymeanl:Jr hysi:cal presenbe .
,br □ online notarization, this _lL	day of :[[JJ:I , 2023 by Alex:Nah beti , as{Manager Of
'huAINifE'GRAL SERVICES LLC, a Florida liI ited liabilify coriipariy,:asi::Man,ge{ f IMF
bE'fEL?PERs LLC, a Horida limited liability corhpan.J,-Q.'1b_ patf?f; . d.'. ahr;s:,.:;ho is ...
per onalLy known to me or has produced		\)	· ;;: a i ent •cation. ··.• ,· ,,
,.	. ,'	\	..	'	.	:: -'	,t.	' .  •	•

._ :,·;::··,LY::>·-  .
• I':;•,••r,;:••;·,;,,..·1·:,

J.,,..Jt1Lnn airen\eo[<	.·•...• ·•••.
J- R{e{unlo.n·.Earst·C•o-nimunity  Dcv.e:lopme.ii•tDis•tfict

WITNESSES:

Print Name: 1) A 4/, u //112.s<.,1/ /'t:''2-0

GRANTEE:

LB CONSTRUCTION OF SOUTH
FLORIDA, INC., a Florida corporation
-

.

Signature:
Name:  ·,-½-.t1.-.te_,t._r._S_A----'-----+-v-/4+- 11-1-t?
Title:	 J1'1( r1 t-

STATE OF FLORIDA. r	)
COUNTY OF	])Ai>c-  )

The foregoing instrnment was aclmowledg efore me by means of h sical presence or □ online notarization, this J2_ day of 'J£.l/y:, 2023 by	.}	,.-rrs
'?te,, )._.J::-	of LB CONSTRUCTION OF S®TJ=l FLORIDA, INC., a Florida

corporation, on behalf of the corporation, who is IB"personally known to me or has produced 	 as identification.

(f.w•,.:\ Notary Public • State otFlorida-•
\ •	• Jj	Corvmission HGG 365518
.. 1 F 'I\, ":/,	Co'mm. Expires Sep 7, 2023
.	Bonded throu!h hlltional lio\ary AliSn, I

...;Jv,iJ/-,,

MANON WIESE •

i

AFFIX NOTARY STAMP

Temporary Construction Easement
Reunion East Community Development District

(Print Notary Name)
My Commission Expires:9/?JcPop.
Commission No.:------

9

EXHIBIT “A”

Grantee’s Property

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

10
Temporary Construction Easement
Reunion East Community Development District

Property Address:	7456 Excitement Drive
Kissimmee, FL 34747
PARCEL C-1, TERRACES AT REUNION A REPLAT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK17, PAGES 105 AND 106, PUBUCRECORDS OF OSCEOLA COUNTY, FLORIDA;
LESS AND EXCEPT:
PHASES 1, 2, 3, 6, 7, 8, 10, 11, 12, 13, 19, 20, 21 and 22 OF TERRACES AT REUNION, A CONDOMINIUM, ACCORDING TO THE DECLARATION THEREOF RECORDED IN OFFICIAL RECORDS BOOK 3228, PAGE 1116, PUBLIC RECORDS OF OSCEOLA COUNTY, FLORIDA, AS SUBSEQUENTLY AMENDED.
ALSO LESS AND EXCEPT:
TERRACES AT REUNION ROADWAY DESCRIPTION (FINISHED PORTION), WHICH WAS CONVEYED TO THE REUNION EAST COMMUNITY DEVELOPMENT DISTRICT, A FLORIDA COMMUNITY DEVELOPMENT DISTRICT, BY DEED RECORDED IN OFFICIAL RECORDS BOOK 4370, PAGE 2469, PUBLIC RECORDS OF OSCEOLA COUNTY, FLORIDA.
EASEMENT A:
TOGETHER WITH appurtenant easement interests as created under Plat Notes numbered 2,J0, 11, and 12, as setforth on Plat of TERRACES ATREUNION A REPLAT, according to the plat thereof, as recorded in Pla.t Book 17, PAGES 105 and 106, as said PlatNotes 11 and 12 were limited by that certain Development and Easement Agreement executed by and among Reunion East Community DevelopmentDistrict, Ginn-LA Orlando, Ltd., LLLP and Terrace at Reunion, Inc., recorded April 20, 2005 in Official Records Book 2760, Page 446, Public Records ofOsceola County, Florida.
EASEMENT 8:
TOGETHER WITH appurtenant easement interests as created by and set forth in that certain Master Declaration of Covenants, Conditions, Restrictions and Easements for Reunion Resort & Club ofOrlando recorded in Official Records. Book 1990, Page 1654, of the Public Records of Osceola County,·Florida, as subsequently amended.
EASEMENTC:
TOGETHER WITHappurtenant easem�nt interests as created by and set forth in that certain Temporary Easement Agreement recorded in Official Records Book 3009, Page 2290, of the Puplic Records of Osceola County, Florida.

File No.: D2021-190

Osceola County, Florida; Bruce Harris & Assoc iates, Inc., Osceola County, Florida

This map was prepared for the Osceola County Property Appraiser's Office. It is maintained for the function of this office only It is not intended for conveyance, nor is it a survey.

Date Generated: 3/1/2022

0	160	320 ft

Katrina S. Scarborough, CFA, CCF, MCF Osceola County Property Appraiser

EXHIBIT “B”

Easement Area

Parcel No. 35-25-27-4896-0001-0C17

[See attached Legal Description]

Parcel No. 35-25-27-48960001-0O10

Tract O-1, according to the TERRACES AT REUNION A REPLAT, as recorded in Plat Book 17, Page 105, of the Osceola County, Florida Public Records.

11
Temporary Construction Easement
Reunion East Community Development District

TERRACES AT REUNION ROADWAY DESCRIPTION (FINISHED PORTION)
A PORTION OF PARCEL C-1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 17, PAGES 105 AND 106 OF THE PUBLIC RECORDS OF OSCEOLA COUNTY FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWESTERLY MOST CORNER, TRACT C, REUNION PHASE 2 PARCEL 1 AND lA, RECORDED IN PLAT BOOK 13, PAGES 115-123; THENCE SOUTH 89°59'34" EAST, A DISTANCE OF 381.49 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 300.00 FEET, A CENTRAL ANGLE OF 34°50'07" AND A CHORD DISTANCE OF 179.60 FEET WHICH BEARS NORTH 72°35'22" EAST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 182.40 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 763.00 FEET, A CENTRAL ANGLE OF 04°11'23" AND A CHORD DISTANCE OF
55.78 FEET WHICH BEARS NORTH 57°16'00" EAST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 55.79 FEET TO THE POINT OF BEGINNING AND A POINT ON A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 763.00 FEET, A CENTRAL ANGLE OF 02° 29'17" AND A CHORD DISTANCE OF 33.13 FEET WHICH BEARS NORTH 60°36'20" EAST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 33.13 FEET TO A POINT OF CURVATURE OF A NON-TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 33.50 FEET, A CENTRAL ANGLE OF 19°19'05" AND A CHORD DISTANCE OF 11.24 FEET WHICH BEARS SOUTH 18°16'22" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 11.29 FEET; THENCE SOUTH 27°55'55" EAST, A DISTANCE OF 46.91 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 112.50 FEET, A CENTRAL ANGLE OF 28°14'41" AND A CHORD DISTANCE OF 54.90 FEET WHICH BEARS SOUTH 13°48'35" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 55.46 FEET; THENCE SOUTH 00°18'46" WEST, A DISTANCE OF 9.47 FEET TO A POINT OF CURVATURE OF A CURVE

CONCAVE NORTHEASTERLY HAVING A RADIUS OF 13.50 FEET, A CENTRAL ANGLE OF 90°35'35" AND A CHORD DISTANCE OF 19.19 FEET WHICH BEARS SOUTH 44°59'01" EAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 21.35 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 88.50 FEET, A CENTRAL ANGLE OF 41°01'28" AND A CHORD DISTANCE OF
62.02 FEET WHICH BEARS NORTH 69°12'27" EAST; THENCE EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 63.37 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 759.50 FEET, A CENTRAL ANGLE OF 13°23'55" AND A CHORD DISTANCE OF 177.20 FEET WHICH BEARS NORTH 55°23'40" EAST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 177.61 FEET; THENCE NORTH 62°05'38" EAST, A DISTANCE OF 216.47 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 311.50 FEET, A CENTRAL ANGLE OF 28°58'15" AND A CHORD DISTANCE OF 155.83 FEET WHICH BEARS NORTH 76°34'45" EAST; THENCE EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 157.51 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 13.50 FEET, A CENTRAL ANGLE OF 57°31'55" AND A CHORD DISTANCE OF 12.99 FEET WHICH BEARS NORTH 62°17'55" EAST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 13.56 FEET TO A POINT OF CURVATURE OF A NON-TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 162.50 FEET, A CENTRAL ANGLE OF 18°07'32" AND A CHORD DISTANCE OF 51.19 FEET WHICH BEARS SOUTH 24°28'11" WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 51.41 FEET TO A POINT OF CURVATURE OF A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 13.50 FEET, A CENTRAL ANGLE OF 108°56'11" AND A CHORD DISTANCE OF 21.97 FEET WHICH BEARS NORTH 39°03'40" WEST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 25.67 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 288.50 FEET, A CENTRAL ANGLE OF 24°22'37" AND A CHORD DISTANCE OF
121.82 FEET WHICH BEARS SOUTH 74°16'56" WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 122.74 FEET; THENCE SOUTH 62°05'38" WEST, A DISTANCE OF 216.47 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 736.50 FEET, A CENTRAL ANGLE OF 13°23'55" AND A CHORD DISTANCE OF 171.84 FEET WHICH BEARS SOUTH 55°23'40" WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 172.23 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF
111.50 FEET, A CENTRAL ANGLE OF 41°15'42" AND A CHORD DISTANCE OF 78.57 FEET WHICH BEARS SOUTH 69°19'34" WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 80.30 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 13.50 FEET, A CENTRAL ANGLE OF 89°38'39" AND A CHORD DISTANCE OF 19.03 FEET WHICH BEARS SOUTH 45° 08'06" WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 21.12 FEET; THENCE SOUTH 00°18'46" WEST, A DISTANCE OF 75.23 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 38.50 FEET, A CENTRAL ANGLE OF 90°00'00" AND A CHORD DISTANCE OF 54.45 FEET WHICH BEARS SOUTH 44°41'14" EAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A
DISTANCE OF 60.48 FEET; THENCE SOUTH 89°41'14" EAST, A DISTANCE OF 92.95 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF
23.50 FEET, A CENTRAL ANGLE OF 76°49'56" AND A CHORD DISTANCE OF 29.20 FEET WHICH BEARS NORTH 51°53'48" EAST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 31.51 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 61.50 FEET, A CENTRAL ANGLE OF 34°39'53" AND A CHORD DISTANCE OF 36.64 FEET WHICH BEARS NORTH 30°48'47" EAST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 37.21 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY

HAVING A RADIUS OF 600.33 FEET, A CENTRAL ANGLE OF 37°55'56" AND A CHORD DISTANCE OF 390.23 FEET WHICH BEARS NORTH 67°06'42" EAST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 397.44 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 23.50 FEET, A CENTRAL ANGLE OF 91°32'00" AND A CHORD DISTANCE OF
33.68 FEET WHICH BEARS NORTH 40°18'40" EAST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 37.54 FEET; THENCE SOUTH 05°27'37" EAST, A DISTANCE OF 48.68 FEET TO A POINT OF CURVATURE OF A NON-TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 576.33 FEET, A CENTRAL ANGLE OF 40°32'51" AND A CHORD DISTANCE OF 399.40 FEET WHICH BEARS SOUTH 68°16'13" WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 407 .86 FEET; THENCE NORTH 42°00'13" WEST, A DISTANCE OF 2.73 FEET TO A POINT OF CURVATURE
OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 6.50 FEET, A CENTRAL ANGLE OF 101°06'46" AND A CHORD DISTANCE OF 10.04 FEET WHICH BEARS SOUTH 87°26'24" WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 11.47 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 47.50 FEET, A CENTRAL ANGLE OF 92°57'31" AND A CHORD DISTANCE OF
68.89 FEET WHICH BEARS SOUTH 09°35'45" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 77.07 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 6.50 FEET, A CENTRAL ANGLE OF 101°06'48" AND A CHORD DISTANCE OF 10.04 FEET WHICH BEARS NORTH 73°22'06" EAST; THENCE EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 11.47 FEET; THENCE NORTH 22°48'42" EAST, A DISTANCE OF 2.73 FEET TO A POINT OF CURVATURE OF A NON-TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 578.04 FEET, A CENTRAL ANGLE OF 64°42'02" AND A CHORD DISTANCE OF 618.61 FEET WHICH BEARS NORTH 80°27'41" EAST; THENCE EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 652.74 FEET; THENCE SOUTH 41°53'20" EAST, A DISTANCE OF 2.73 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 6.50 FEET, A CENTRAL ANGLE OF 101°06'48" AND A CHORD DISTANCE OF 10.04 FEET WHICH BEARS NORTH 87°33'16" EAST; THENCE EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 11.47 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 47.50 FEET, A CENTRAL ANGLE OF 92°57'31" AND A CHORD DISTANCE OF 68.89 FEET WHICH BEARS NORTH 09°28'53" WEST; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 77.07 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 6.50 FEET, A CENTRAL ANGLE OF 101°06'46" AND A CHORD DISTANCE OF 10.04 FEET WHICH BEARS SOUTH 73°28'58" WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 11.47 FEET; THENCE SOUTH 22°55'35" WEST, A DISTANCE OF 2.73 FEET TO A POINT OF CURVATURE OF A NON-TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF
576.33 FEET, A CENTRAL ANGLE OF 21°53'11" AND A CHORD DISTANCE OF 218.82 FEET WHICH BEARS NORTH 78°01'01" WEST; THENCE WESTERLY ALONG THE ARC OF SAID
CURVE A DISTANCE OF 220.15 FEET; THENCE NORTH 05°27'37" WEST, A DISTANCE OF
44.86 FEET TO A POINT OF CURVATURE OF A NON-TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 23.50 FEET, A CENTRAL ANGLE OF 81°49'17" AND A CHORD DISTANCE OF 30.78 FEET WHICH BEARS SOUTH 46°22'16" EAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 33.56 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 600.33 FEET, A CENTRAL ANGLE OF 20°03'32" AND A CHORD DISTANCE OF 209.10 FEET WHICH BEARS SOUTH 77°15'08" EAST; THENCE EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 210.17 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 61.50 FEET, A CENTRAL ANGLE OF 37°45'24" AND A CHORD DISTANCE OF 39.80 FEET WHICH BEARS SOUTH 48°20'40" EAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 40.53 FEET TO A POINT

OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF
23.50 FEET, A CENTRAL ANGLE OF 64°56'33" AND A CHORD DISTANCE OF 25.23 FEET WHICH BEARS SOUTH 61°56'14" EAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 26.64 FEET; THENCE NORTH 85°35'30" EAST, A DISTANCE OF
13.02 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 62.50 FEET, A CENTRAL ANGLE OF 62°31'21" AND A CHORD DISTANCE OF
64.87 FEET WHICH BEARS NORTH 54°19'49" EAST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 68.20 FEET; THENCE NORTH 23° 04'0811 EAST, A DISTANCE OF 44.54 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 93.50 FEET, A CENTRAL ANGLE OF 24°43'33" AND A CHORD DISTANCE OF 40.04 FEET WHICH BEARS NORTH 10°42'22" EAST; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 40.35 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 13.50 FEET, A CENTRAL ANGLE OF 65°12'1511 AND A CHORD DISTANCE OF 14.55 FEET WHICH BEARS NORTH 34°15'3211 WEST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 15.36 FEET; THENCE NORTH 66° 51'39" WEST, A DISTANCE OF 295.58 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF
288.50 FEET, A CENTRAL ANGLE OF 15°23'02" AND A CHORD DISTANCE OF 77.23 FEET WHICH BEARS NORTH 74°33'10" WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 77.46 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 13.50 FEET, A CENTRAL ANGLE OF 76°35'3511 AND A CHORD DISTANCE OF 16.73 FEET WHICH BEARS SOUTH 59°27'3111 WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 18.05 FEET TO A POINT OF CURVATURE OF A NON-TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 137.50 FEET, A CENTRAL ANGLE OF 20°02'53" AND A CHORD DISTANCE OF 47.87 FEET WHICH BEARS NORTH 31°11'1111 EAST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 48.11 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF
162.50 FEET, A CENTRAL ANGLE OF 03°39'3811 AND A CHORD DISTANCE OF 10.38 FEET WHICH BEARS NORTH 39°22'4811 EAST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 10.38 FEET TO A POINT OF CURVATURE OF A NON-TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 13.50 FEET, A CENTRAL ANGLE OF 115°43'3311 AND A CHORD DISTANCE OF 22.86 FEET WHICH BEARS SOUTH 20°18'4711 EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 27.27 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 311.50 FEET, A CENTRAL ANGLE OF 11°18'54" AND A CHORD DISTANCE OF
61.42 FEET WHICH BEARS SOUTH 72°31'06" EAST; THENCE EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 61.52 FEET; THENCE SOUTH 66°51'39" EAST, A DISTANCE OF
310.03 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 138.50 FEET, A CENTRAL ANGLE OF 23° 08'21" AND A CHORD DISTANCE OF
55.55 FEET WHICH BEARS SOUTH 78°25'49" EAST; THENCE EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 55.93 FEET; THENCE NORTH 90°00'00" EAST, A DISTANCE OF
237.54 FEET; THENCE SOUTH 00°00'00" EAST, A DISTANCE OF 23.00 FEET; THENCE NORTH 90°00'00" WEST, A DISTANCE OF 108.64 FEET TO A POINT "A" ALSO BEING A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF
13.50 FEET, A CENTRAL ANGLE OF 90°00'00" AND A CHORD DISTANCE OF 19.09 FEET WHICH BEARS SOUTH 45°00'00" WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 21.21 FEET; THENCE SOUTH 00°00'00" EAST, A DISTANCE OF
160.58 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 36.50 FEET, A CENTRAL ANGLE OF 90°00'00" AND A CHORD DISTANCE OF
51.62 FEET WHICH BEARS SOUTH 45°00'00" WEST; THENCE SOUTHWESTERLY ALONG THE
ARC OF SAID CURVE A DISTANCE OF 57.33 FEET; THENCE SOUTH 90° 00'00" WEST, A DISTANCE OF 56.28 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE

SOUTHEASTERLY HAVING A RADIUS OF 63.50 FEET, A CENTRAL ANGLE OF 48°27'5711 AND A CHORD DISTANCE OF 52.13 FEET WHICH BEARS SOUTH 65°46'0211 WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 53.71 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 761.18 FEET, A CENTRAL ANGLE OF 00°11'3111 AND A CHORD DISTANCE OF
2.55 FEET WHICH BEARS SOUTH 41°37'4911 WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 2.55 FEET; THENCE NORTH 40°20'3111 WEST, A DISTANCE OF 87.15 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 111.50 FEET, A CENTRAL ANGLE OF 05°52'56" AND A CHORD DISTANCE OF 11.44 FEET WHICH BEARS NORTH 37°24'0311 WEST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 11.45 FEET; THENCE NORTH 34°27'3511 WEST, A DISTANCE OF 26.68 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 13.50 FEET, A CENTRAL ANGLE OF 75°40'0811 AND A CHORD DISTANCE OF 16.56 FEET WHICH BEARS NORTH 72°17'3911 WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 17.83 FEET
TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 87.50 FEET, A CENTRAL ANGLE OF 15°43'1311 AND A CHORD DISTANCE OF
23.93 FEET WHICH BEARS SOUTH 77°43'5311 WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 24.01 FEET; THENCE SOUTH 85°35'3011 WEST, A DISTANCE OF 13.02 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 23.50 FEET, A CENTRAL ANGLE OF 64°56'33" AND A CHORD DISTANCE OF 25.23 FEET WHICH BEARS SOUTH 53°07'1411 WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 26.64 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 61.50 FEET, A CENTRAL ANGLE OF 27°36'3811 AND A CHORD DISTANCE OF
29.35 FEET WHICH BEARS SOUTH 34°27'1611 WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 29.64 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 602.04 FEET, A CENTRAL ANGLE OF 64°24'11" AND A CHORD DISTANCE OF 641.65 FEET WHICH BEARS SOUTH 80°27'4111 WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 676.72 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 61.50 FEET, A CENTRAL ANGLE OF 29°23'1711 AND A CHORD DISTANCE OF
31.20 FEET WHICH BEARS NORTH 52°38'35" WEST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 31.54 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 23.50 FEET, A CENTRAL ANGLE OF 51°44'1811 AND A CHORD DISTANCE OF 20.51 FEET WHICH BEARS NORTH 63°49'05" WEST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 21.22 FEET; THENCE NORTH 89°41'1411 WEST, A DISTANCE OF 108.97 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 63.50 FEET, A CENTRAL ANGLE OF 90°00'0011 AND A CHORD DISTANCE OF 89.80 FEET WHICH BEARS NORTH 44°41'1411 WEST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 99.75 FEET; THENCE NORTH 00°18'4611 EAST, A DISTANCE OF 134.69 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 87.50 FEET, A CENTRAL ANGLE OF 28°14'4111 AND A CHORD DISTANCE OF 42.70 FEET WHICH BEARS NORTH 13° 48'3411 WEST; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 43.13 FEET; THENCE NORTH 27°55'5511 WEST, A DISTANCE OF 37.68 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS
OF 33.50 FEET, A CENTRAL ANGLE OF 35° 31'0711 AND A CHORD DISTANCE OF 20.44 FEET WHICH BEARS NORTH 45°41'2911 WEST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 20.77 FEET TO THE POINT OF BEGINNING.
LESS OUT THE FOLLOWING:
COMMENCE AT AFOREMENTIONED POINT 11 A11 THENCE NORTH 90°00'0011 WEST, A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING AND A POINT OF CURVATURE OF A

NON-TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 13.50 FEET, A CENTRAL ANGLE OF 90°00'00" AND A CHORD DISTANCE OF 19.09 FEET WHICH BEARS SOUTH 45°00'00" EAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 21.21 FEET; THENCE SOUTH 00° 00'00" EAST, A DISTANCE OF 160.58 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 13.50 FEET, A CENTRAL ANGLE OF 90°00'00" AND A CHORD DISTANCE OF 19.09 FEET WHICH BEARS SOUTH 45°00'00" WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 21.21 FEET; THENCE SOUTH 90°00'00" WEST, A DISTANCE OF 56.28 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 86.50 FEET, A CENTRAL ANGLE OF 25°51'52" AND A CHORD DISTANCE OF

38.72 FEET WHICH BEARS SOUTH 77°04'04" WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 39.05 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 13.50 FEET, A CENTRAL ANGLE OF 75°31'21" AND A CHORD DISTANCE OF 16.53 FEET WHICH BEARS NORTH 78°06'11" WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 17.79 FEET; THENCE NORTH 40°20'31" WEST, A DISTANCE OF 52.83 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 88.50 FEET, A CENTRAL ANGLE OF 05°52'56" AND A CHORD DISTANCE OF 9.08 FEET WHICH BEARS NORTH 37°24'03" WEST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 9.09 FEET; THENCE NORTH 34°27'35" WEST, A DISTANCE OF 26.68 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 13.50 FEET, A CENTRAL ANGLE OF 75° 40'08" AND A CHORD DISTANCE OF 16.56 FEET WHICH BEARS NORTH 03°22'29" EAST; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 17.83 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 87.50 FEET, A CENTRAL ANGLE OF 18°08'25" AND A CHORD DISTANCE OF 27.59 FEET WHICH BEARS NORTH 32°08'21" EAST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 27.70 FEET; THENCE NORTH 23°04'08" EAST, A DISTANCE OF 44.54 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 118.50 FEET, A CENTRAL ANGLE OF 16°40'24" AND A CHORD DISTANCE OF 34.36 FEET WHICH BEARS NORTH 14°43'56" EAST; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 34.48 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 13.50 FEET, A CENTRAL ANGLE OF 93°45'23" AND A CHORD DISTANCE OF
19.71 FEET WHICH BEARS NORTH 53°16'26" EAST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 22.09 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 161.50 FEET, A CENTRAL ANGLE OF 10°09'07" AND A CHORD DISTANCE OF 28.58 FEET WHICH BEARS SOUTH 84°55'26" EAST; THENCE EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 28.62 FEET; THENCE NORTH 90°00'00" EAST, A DISTANCE OF 78.91 FEET TO THE POINT OF BEGINNING.

EXHIBIT “C”

Terraces at Reunion Resort & Club Site Development Plan

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

12
Temporary Construction Easement
Reunion East Community Development District

TERRACES AT REUNION RESORT & CLUB

OSCEOLA COUNTY, FLORIDA
December 07, 2022
SITE DEVELOPMENT PLAN
CONDOMINIUM DEVELOPMENT
PARCEL ID # 35-25-27-4896-001-0C10
Prepared for:
7500 Mourning Dove Reunion LLC
1212 NW 82nd Avenue

LEGAL DESCRIPTION:

PARCEL ID # 35-25-27-4896-0001-0C10

TERRACES AT REUNION A REPLAT PB 17 PGS 105-106 A PORTION OF PARCEL C-1: COM AT THE MOST SWLY COR OF TRACT C, REUNION PH 2 PARCEL 1 & 1A PB 13 PGS 115-123, E 381.49 FT TO POC, CONC NWLY, RAD 300 FT, CENT ANG 35 DEG, (CH BEARING N 73 DEG 179.60 FT), NELY ALONG CURVE 182.40 FT TO REV CURVE, CONC SWLY, RAD 763 FT, CENT ANG 04 DEG, (CH BEARING N 57 DEG E 55.78 FT), NELY ALONG CURVE 55.79 FT TO POB; & POC, CONC SELY, RAD 763 FT, CENT ANG 02 DEG, (CH BEARING N 61 DEG E 33.13 FT), NELY ALONG CURVE 33.13 FT TO NON-TAN CURVE, CONC ELY, RAD 33.50 FT, CENT ANG 19 DEG, (CH BEARING S 18 DEG E 11.24 FT), SLY ALONG CURVE 11.29 FT, S 28 DEG, (CH BEARING S 14 DEG E 54.90 FT), SLY ALONG CURVE 55.46 FT, S 9.47 FT TO POC, CONC
NELY, RAD 13.50 FT, CENT ANG 91 DEG, (CH BEARING S 45 DEG 19.19 FT), SELY ALONG CURVE 21.35 FT TO COMP CURVE, CONC NLY, RAD 88.50 FT, CENT ANG 41 DEG, (CH BEARING N 69 DEG E 62.02 FT), ELY ALONG CURVE 63.37 FT TO REV CURVE, CONC SELY, RAD 759.50 FT, CENT ANG 13 DEG, (CH BEARING N 55 DEG E 177.20 FT), NELY ALONG CURVE 177.61 FT, N 62 DEG E 216.47 FT TO POC, CONC SLY, RAD 311.50 FT, CENT ANG 29 DEG, (CH BEARING N 77 DEG E 155.83 FT), ELY ALONG CURVE 157.51 FT TO REV CURVE, CONC NWLY, RAD 13.50 FT, CENT ANG 57 DEG, (CH BEARING N 62 DEG E 12.99 FT), NELY ALONG CURVE 13.56 FT TO NON-TAN CURVE, CONC SELY, RAD 162.50 FT, CENT ANG 18 DEG, (CH BEARING S 24 DEG W 51.19 FT), SWLY ALOGN CURVE 51.41 FT TO NON-TAN CURVE, CONC SWLY, RAD 13.50 FT, CENT ANG 109 DEG, (CH BEARING N 39 DEG W 21.97 FT), NWLY ALONG CURVE 25.67 FT TO COMP CURVE, CONC SLY, RAD 288.50 FT, CENT ANG 24 DEG, (CH BEARING S 74 DEG W 121.82
FT), WLY ALONG CURVE 122.74 FT, S 62 DEG W 216.47 FT TO POC, CONC SELY, RAD 736.50 FT, CENT ANG 13 DEG, (CH BEARING S 55 DEG W 171.84 FT), SWLY ALONG CURVE 172.23 FT TO REV CURVE, CONC NLY, RAD 111.50 FT, CENT ANG 41 DEG, (CH BEARING S 69 DEG W 78.57 FT), WLY ALONG CURVE 80.30 FT TO REV CURVE, CONC SELY, RAD 13.50 FT, CENT ANG 90 DEG, (CH BEARING S 45 DEG W 19.03 FT), SWLY ALONG CURVE 21.12 FT, S 75.23 FT TO POC, CONC NELY, RAD 38.50 FT, CENT ANG 90 DEG, (CH BEARING S 45 DEG E 54.45 FT), SELY ALONG CURVE 60.48 FT, E 92.95 FT TO POC, CONC NWLY, CENT ANG 77 DEG, (CH BEARING N 52 DEG E 29.20 FT), NELY ALONG CURVE 31.51 FT TO REV CURVE, CONC SELY, RAD 61.50 FT, CENT ANG 35 DEG, (CH BEARING N 31 DEG E 36.64 FT), NELY
ALONG CURVE 37.21 FT TO COMP CURVE, CONC SELY, RAD 600.33 FT, CENT ANG 38 DEG, (CH BEARING N 67 DEG E 390.23 FT), NELY ALONG CURVE 397.44 FT TO REV CURVE, CONC NWLY RAD 23.50 FT, CENT ANG 91 DEG, (CH BEARING N 40 DEG E 33.68 FT), NELYH ALONG CURVE 37.54 FT, S 05 DEG E 48.68 FT TO NON-TAN CURVE, CONC SLY, RAD 576.33 FT, CENT ANG 40 DEG, (CH BEARING S 68 DEG W 399.40 FT), WLY ALONG CURVE 407.86 FT, N 42 DEG W 2.73 FT TO POC, CONC SLY, RAD 6.50 FT, CENT ANG 101 DEG, (CH BEARING S 87 DEG W 10.04 FT), WLY ALONG CURVE 11.47 FT TO COMP CURVE, CONC ELY, RAD 47.50 FT, CENT ANG 93 DEG, (CH BEARING S 10 DEG E 68.89 FT), SLY ALONG CURVE 77.07 FT TO COMP CURVE, CONC NLY, RAD 6.50 FT, CENT ANG 101 DEG, (CH BEARING N 73 DEG E

NOTES:

	CUT AND FILL EARTHWORK FOR THE PROJECT SHALL BALANCE ONSITE AND THERE SHALL BE NO EXPORT OF FILL FROM THIS SITE.

	ANY PROPOSED ROADWAY LANE CLOSURE MUST BE SUBMITTED IN WRITING ACCOMPANIED BY A SPECIFIC MOT PLAN DETAILING THE SIGNAGE/DETOUR PLAN, DURATION OF THE ROAD CLOSURE,
NOTIFICATION OF LOCAL EMERGENCY AND LAW ENFORCEMENT OFFICES, NOTIFICATION OF
OSCEOLA COUNTY PUBLIC INFORMATION OFFICE AND ALL AFFECTED LOCAL RESIDENTS MUST BE NOTIFIED OF THE ROAD IN ADVANCE PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION ACTIVITY WITHIN THE ROADWAYS. ALL ROADWAY LANE CLOSURE MUST BE DONE IN STAGES WHEREIN ONLY SECTIONS OF ANY COUNTY ROAD WILL BE CLOSED AT A TIME. THIS IS TO KEEP EMERGENCY VEHICLES ROAD ACCESSIBILITY

Doral, Florida 33126
786.277.9831 Phone

6816 Hanging Moss Road Orlando, FL 32807
(407)494-2693 Phone

xabier@boydcivil.com Email

PROPOSED UTILITY QUANTITIES:
3
SANITARY MANHOLES	0
8" PVC SANITARY MAIN	0  L.F.
10" HDPE SANITARY MAIN	0  L.F.
8" PVC FORCE MAIN	0  L.F.
6" PVC FORCE MAIN	0  L.F.
12" PVC WATER MAIN	0  L.F.
10" PVC WATER MAIN	0  L.F.
8" PVC WATER MAIN	0  L.F.
10" PVC REUSE MAIN	0  L.F.
8" PVC REUSE MAIN	0  L.F.
6" PVC REUSE MAIN	0  L.F.

APPROVED

10.04 FT), ELY ALONG CURVE 11.47 FT, N 23 DEG E 2.73 FT TO NON-TAN CURVE, CONC NLY, RAD 578.04 FT, CENT ANG 65 DEG, (CH BEARING N 80 DEG E 618.61 FT), ELY ALONG CURVE 652.74 FT, S 42 DEG E 2.73 FT TO POC, CONC NLY, RAD 6.50 FT, CENT ANG 101 DEG, (CH BEARING N 88 DEG E 10.04 FT), ELY ALONG CURVE 11.47 FT TO COMP CURVE, CONC WLY, RAD 47.50 FT, CENT ANG 93 DEG, (CH BEARING N 09 DEG W 68.89 FT), NLY ALONG CURVE 77.07 FT TO COMP CURVE, CONC SLY, RAD 6.50 FT, CENT ANG 101 DEG, (CH BEARING S 73 DEG W 10.04 FT), WLY ALONG CURV E 11.47 FT, S 23 DEG W 2.73 FT TO NON-TAN CURV E, CONC SLY, RAD 576.33 FT CENT ANG 22 DEG, (CH BEARING N 78 DEG W 218.82 FT), WLY ALONG CURVE 220.15 FT, N 05 DEG W 44.86 FT TO NON-TAN CURVE, CONC
NELY, RAD 23.50 FT, CENT ANG 82 DEG, (CH BEARING S 46 DEG E 30.78 FT), SELY ALONG CURVE 33.56 FT TO REV CURVE, CONC SLY, RAD 600.33 FT, CENT ANG 20 DEG, (CH BEARING S 77 DEG E 209.10 FT), ELY ALONG CURVE 210.17 FT TO COMP CURVE, CONC SWLY, RAD 61.50 FT, CENT ANG 38 DEG, (CHB EARING S 48 DEG E 39.80 FT), SELY ALONG CURVE 40.53 FT TO REV CURVE, CONC NELY, RAD
23.50 FT, CENT ANG 65 DEG, (CH BEARING S 62 DEG E 25.23 FT), SELY ALONG CURVE 26.64 FT, N 86 DEG E 13.02 FT TO POC, CONC NWLY, RAD 62.50 FT, CENT ANG 62 DEG, (CH BEARING N 54 DEG E
64.87 FT), NELY ALONG CURVE 68.20 FT, N 23 DEG E 44.54 FT TO POC, CONC WLY, RAD 93.50 FT, CENT ANG 25 DEG, (CH BEARING N 11 DEG E 40.04 FT), NLY ALONG CURVE 40.35 FT TO COMP CURVE, CONC SWLY, RAD 13.50 FT, CENT ANG 65 DEG, (CH BEARING N 34 DEG W 14.55 FT), NWLY ALONG CURVE15.36 FT, N 67 DEG W 295.58 FT POC, CONC SLY, RAD 288.50 FT, CENT ANG 15 DEG, (CH
BEARING N 74 DEG W 77.23 FT), WLY ALONG CURVE 77.46 FT TO COMP CURVE, CONC SELY, RAD 13.50 FT, CENT ANG 77 DEG, (CH BEARING S 59 DEG W 16.73 FT), SWLY ALONG CURVE 18.05 FT TO
NON-TAN CURVE, CONC SELY, RAD 137.50 FT, CENT ANG 20 DEG, (CH BEARING N 31 DEG E 47.87 FT), NELY ALONG CURVE 48.11 FT TO REV CURVE, CONC NWLY, RAD 162.50 FT, CENT ANG 04 DEG, (CH BEARING N 39 DEG E 10.38 FT), NELY ALONG CURVE 10.38 FT TO NON-TAN CURVE, CONC ELY, RAD 13.50 FT, CENT ANG 116 DEG, (CH BEARING S 20 DEG E 22.86 FT), SLY ALONG CURVE 27.27 FT TO REV CURVE, CONC SLY, RAD 61.42 FT, CENT ANG 11 DEG, (CH BEARING S 72 DEG E 61.42 FT), ELY ALONG CURVE 61.52 FT, S 67 DEG E 310.03 FT TO POC, CONC NLY, RAD 138.50 FT, CENT ANG 23 DEG, (CH
BEARING S 78 DEG E 55.55 FT), ELY ALONG CURVE 55.93 FT, E 237.54 FT, S 23 FT, W 108.64 FT TO PT A & POC, CONC SELY, RAD 13.50 FT, CENT ANG 90 DEG, (CH BEARING S 45 DEG W 19.09 FT), SWLY ALONG CURVE 21.21 FT, S 160.58 FT TO POC, CONC NWLY, RAD 36.50 FT, CENT ANG 90 DEG, (CH BEARING S 45 DEG W 51.62 FT), SWLY ALONG CURVE 57.33 FT, W 56.28 FT TO POC, CONC SELY, RAD
63.50 FT, CENT ANG 48 DEG, (CH BEARING S 66 DEG W 52.13 FT, SWLY ALONG CURVE 53.71 FT TO REV CURVE, CONC NWLY, RAD 761.18 FT, CENT ANG 00 DEG, (CH BEARING S 42 DEG W 2.55 FT), SWLY ALONG CURVE 2.55 FT, N 40 DEG W 87.15 FT TO POC, CONC NELY, RAD 111.50 FT, CENT ANG 06 DEG, (CH BEARING N 37 DEG W 11.44 FT), NWLY ALONG CURVE 11.45 FT, N 34 DEG W 26.68 FT TO POC, CONC SLY, RAD 13.50 FT, CENT ANG 76 DEG, (CH BEARING N 72 DEG W 16.56 FT), WLY ALONG CURVE 17.83 FT TO REV CURVE, CONC NLY, RAD 87.50 FT, CENT ANG 16 DEG, (CH BEARING S 78 DEG W
23.93 FT), WLY ALONG CURVE 24.01 FT, S 86 DEG W 13.02 FT TO POC, CONC SELY, RAD 23.50 FT, CENT ANG 65 DEG, (CH BEARING S 53 DEG W 25.23 FT), SWLY ALONG CURVE 26.64 FT TO REV CURVE, CONC NWLY, RAD 61.50 FT, CENT ANG 28 DEG, (CH BEARING S 34 DEG W 29.35 FT), SWLY ALONG CURVE 29.64 FT TO COMP CURVE, CONC NLY, RAD 602.04 FT, CENT ANG 64 DEG, (CH BEARING S 80 DEG W 641.65 FT), WLY ALONG CURVE 676.72 FT TO COMP CURVE, CONC NELY, RAD 61.50 FT, CENT ANG 29 DEG, (CH BEARING N 53 DEG W 31.20 FT), NWLY ALONG CURVE 31.54 FT TO REV CURVE, CONC
SWLY, RAD 23.50 FT, CENT ANG 52 DEG (CH BEARING N 64 DEG W 20.51 FT), NWLY ALONG CURVE 21.22 FT, W 108.97 FT TO POC, CONC NELY, RAD 63.50 FT, CENT ANG 90 DEG, (CH BEARING N 45 DEG W 89.80 FT), NWLY ALONG CURVE 99.75 FT, N 134.69 FT TO POC, CONC WLY, RAD 87.50 FT, CENT ANG 28 DEG, (CH BEARING N 14 DEG W 42.70 FT), NLY ALONG CURVE 43.13 FT, N 28 DEG W 37.68 FT TO POC, CONC SWLY, RAD 33.50 FT, CENT ANG 36 DEG, (CH BEARING N 46 DEG W 20.44 FT), NWLY ALONG CURVE 20.77 FT TO POB

IMPACT TO A MINIMUM.

	THE FOLLOWING PROPOSED FACILITIES SHOWN ON THE DEVELOPMENT PLANS ARE FOR REFERENCE PURPOSES ONLY AND EACH SHALL REQUIRE A SEPARATE BUILDING PERMIT. THE LIST INCLUDES, BUT IS NOT LIMITED TO: PROPOSED BUILDINGS, SANITARY LIFT
STATIONS, LIGHT FIXTURES (POLES) THAT ARE INDEPENDENT FROM ANY BUILDING
STRUCTURE, FENCES, GATES, MONUMENT
SIGNS, DUMPSTER ENCLOSURES, IRRIGATION SYSTEMS AND RETAINING WALLS.

Sheet Number	Sheet Title	
1.00	COVER	
SHEET 1 OF 2	LEGAL DESCRIPTION	
SHEET 2 OF 2	SURVEY	
1.03	GENERAL NOTES	
1.04	TOHO WATER AUTHORITY NOTES GENERAL CONSTRUCTION NOTES	
2.00	DEMOLITION & EROSION CONTROL PLAN NORTH	
2.01	DEMOLITION & EROSION CONTROL PLAN SOUTH WEST	
2.02	DEMOLITION & EROSION CONTROL PLAN SOUTH EAST	
3.00	AERIAL OVERALL SITE PLAN	
3.01	SITE PLAN NORTH	
3.02	SITE PLAN SOUTH WEST	
3.03	SITE PLAN SOUTH EAST	
4.00	GRADING PLAN NORTH	
4.01	GRADING PLAN SOUTH WEST	
4.02	GRADING PLAN SOUTH EAST	
5.00	DRAINAGE & UTILITY PLAN NORTH	
5.01	DRAINAGE & UTILITY PLAN SOUTH WEST	
5.02	DRAINAGE & UTILITY PLAN SOUTH EAST	
6.00	CONSTRUCTION DETAILS	
6.10	TWA DETAILS	
6.11	TWA DETAILS	

PROJECT TEAM AND SERVICE INFORMATION	VICINITY MAP	SHEET INDEX			REVISION	
			
1	
10/24/22	PER COUNTY COMMENTS	

SURVEYOR:	CABLE:
AMERICAN SURVEYING AND MAPPING, INC.	BRIGHT HOUSE NETWORKS
3191 MAGUIRE BOULEVARD, SUITE 200	844 MAGUIRE ROAD
ORLANDO, FLORIDA 32803	OCOEE, FLORIDA 34761
PH: 407.426.7979	PH: 407.532.8509
WATER & SEWER:	ADELPHIA CABLE
TOHO WATER AUTHORITY	4305 VINELAND ROAD, SUITE G-2
WATER, WASTEWATER, REUSE	ORLANDO, FLORIDA 32811
951 MLK BLVD.	PH: 407.422.3691
KISSIMMEE, FLORIDA 34741
PH: 407.944.5031	PHONE:
CENTURYLINK
ELECTRIC:	33 NORTH MAIN STREET
DUKE ENERGY	WINTER GARDEN, FLORIDA 34787
ELECTRICAL DISTRIBUTION ROADWAY	PH: 407.814.5321 LIGHTING
3250 BONNETT CREEK ROAD	GAS:
LAKE BUENA VISTA, FLORIDA 32830	TECO GAS
PH: 407.754.7114	600 WEST ROBINSON STREET
ORLANDO, FLORIDA 32802
OSCEOLA COUNTY:	PH: 407.420.6607
CONSTRUCTION INSPECTION
1 COURTHOUSE SQUARE SUITE 1100	GULFSTREAM GAS COMPANY
KISSIMMEE, FLORIDA 34741	1905 INTERMODIAL CIRCLE
PH: 407.742.0200	PALMETTO, FLORIDA 34221
PH: 941.723.7000	

NORTH
SCALE: 1" = 1000'

TERRACES AT REUNION PARCEL C-1	

1  2  3

3

3

1

1

1

1

1  2

1  2

1  2

1  2

2

1  2

1  2  3

1  2  3

1  2  3

3
3	3

Section 35,
Township 25 South,
Range 27 East
CDP 04-0045
PD04-00007				
			
2	
11/18/22	PER COUNTY COMMENTS	
			
3	
12/07/22	PER TWA COMMENTS	

						

						

						
			PROJECT No.:	1075.000	

1.00	

SDP22-0167

Certificate of Authorization #29791

LEGAL DESCRIPTION
UNIT 1-101, UNIT 1-102, UNIT 1-103, UNIT 1-201, UNIT 1-203;

UNIT 3-101, UNIT 3-102, UNIT 3-103, UNIT 3-201, UNIT 3-202, UNIT 3-203;

UNIT 6-101, UNIT 6-102, UNIT 6-103, UNIT 6-104, UNIT 6-202, UNIT 6-203, UNIT 6-204, UNIT 6-303;

UNIT 7-101, UNIT 7-102, UNIT 7-103, UNIT 7-104, UNIT 7-201, UNIT 7-202, UNIT 7-203, UNIT 7-301, UNIT 7-304;

UNIT 8-103, UNIT 8-104, UNIT 8-202, UNIT 8-203, UNIT 8-204, UNIT 8-301, UNIT 8-302, UNIT 8-304;

UNIT 10-102, UNIT 10-201, UNIT 10-202, UNIT 10-203;

UNIT 11-101, UNIT 11-102, UNIT 11-201, UNIT 11-202;

UNIT 12-104, UNIT 12-201, UNIT 12-202, UNIT 12-204, UNIT 12-301, UNIT 12-302, UNIT 12-303;

UNIT 13-102, UNIT 13-103, UNIT 13-104, UNIT 13-201, UNIT 13-202, UNIT 13-203,
UNIT 13-301, UNIT 13-302, UNIT 13-303, UNIT 13-304;
UNIT 20-101, UNIT 20-303;

UNIT 21-202, UNIT 21-301, UNIT 21-302, UNIT 21-303;

UNIT 22-101, UNIT 22-102, UNIT 22-103, UNIT 22-20I, UNIT 22-202, UNIT 22-203,
UNIT 22-301, UNIT 22-302, AND UNIT 22-303;

TOGETHER WITH AN UNDIVIDED INTEREST IN THE COMMON ELEMENTS APPURTENANT THERETO, ACCORDING TO THE DECLARATION OF CONDOMINIUM OF TERRACES AT REUNION, A CONDOMINIUM, AND ANY EXHIBITS ANNEXED
THERETO, INCLUDING, BUT NOT LIMITED TO, PROVISIONS FOR A PRIVATE CHARGE OR ASSESSMENTS, RECORDED JULY 26, 2006, IN BOOK 3228, PAGE 1116; TOGETHER WITH AMENDMENT TO ADD PHASE 6 RECORDED JULY 26, 2006, IN
BOOK 3228, PAGE 1437; AMENDMENT TO ADD PHASE 3 RECORDED OCTOBER 24, 2006, IN BOOK 3312, PAGE 956; AMENDMENT TO ADD PHASE 7 RECORDED DECEMBER 15, 2006, IN BOOK 3359, PAGE 1762; AMENDMENT TO ADD PHASE 10 RECORDED JANUARY 30, 2007, IN BOOK 3395, PAGE 385; AMENDMENT TO ADD PHASE 11 RECORDED
FEBRUARY 6, 2007, IN BOOK 3400, PAGE 2772; AMENDMENT TO ADD PHASE 20 RECORDED FEBRUARY 14, 2007, IN
BOOK 3409, PAGE 749; AMENDMENT TO ADD PHASE 8 RECORDED MARCH 26, 2007, IN BOOK 3441, PAGE 98; AMENDMENT TO ADD PHASE 12 RECORDED APRIL 17, 2007, IN BOOK 3458, PAGE 2931; AMENDMENT TO ADD PHASE 13 RECORDED MAY 22, 2007, IN BOOK 3485, PAGE 1693; AMENDMENT TO ADD PHASE 21 RECORDED JUNE
15, 2007, IN BOOK 3502, PAGE 1192 AND AMENDMENT TO ADD PHASE 22 RECORDED JULY 24, 2007, IN BOOK
3527, PAGE 2753.

AND

PROPOSED PHASE 19

A PORTION OF PARCEL C-1, ACCORDING TO THE PLAT OF TERRACES AT REUNION A REPLAT, AS RECORDED IN PLAT BOOK 17, PAGES
105 THROUGH 106, OF THE PUBLIC RECORDS OF OSCEOLA COUNTY, FLORIDA AND LYING IN SECTION 35, TOWNSHIP 25 SOUTH, RANGE 27 EAST, OSCEOLA COUNTY. FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE SOUTHEAST CORNER OF PARCEL C-1, ACCORDING TO SAID PLAT OF TERRACES AT REUNION A REPLAT; THENCE N90"00'00" WEST, A DISTANCE OF 254.11 FEET; THENCE NORTH 33"08'52 WEST A DISTANCE OF 39.68 FEET TO THE POINT OF BEGINNING; THENCE NORTH 40"20'31'' WEST, A DISTANCE OF 52.83 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 88.50 FEET A CENTRAL ANGLE OF 05"52'56" AND A CHORD DISTANCE OF 9.08 FEET WHICH BEARS NORTH 37"24'03" WEST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 9.09 FEET; THENCE NORTH 34"27'35" WEST, A DISTANCE OF
26.68 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 13.50 FEET, A CENTRAL ANGLE OF
75"40'08" AND A CHORD DISTANCE OF 16.56 FEET WHICH BEARS NORTH 03"22'29" EAST; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 17.83 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF
87.50 FEET, A CENTRAL ANGLE OF 18"08'25" AND A CHORD DISTANCE OF 27.59 FEET WHICH BEARS NORTH 32'08'21" EAST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 27.70 FEET; THENCE NORTH 23"04'08" EAST, A DISTANCE OF 44.54 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 118.50 FEET, A CENTRAL ANGLE OF 16"40'24" AND A CHORD DISTANCE OF 34.36 FEET WHICH BEARS NORTH 14"43'56" EAST; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 34.48 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 13.50 FEET, A CENTRAL ANGLE OF 93"45'23" AND A CHORD DISTANCE OF 19.71 FEET WHICH BEARS NORTH 53"16'26" EAST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 22.09 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 161.50 FEET, A CENTRAL ANGLE OF 10"09'07" AND A CHORD DISTANCE OF 28.58 FEET WHICH BEARS SOUTH 84"55'26" EAST; THENCE EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 28.62 FEET; THENCE NORTH 90·00·00" EAST, A DISTANCE OF 78.91 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 13.50 FEET, A
CENTRAL ANGLE OF 90•00·00" AND A CHORD DISTANCE OF 19.09 FEET WHICH BEARS SOUTH 45•00'00" EAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 21.21 FEET; THENCE SOUTH oo·oo·oo" EAST, A DISTANCE OF 160.58 FEET TO A POINT
OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 13.50 FEET, A CENTRAL ANGLE OF 90'00'00" AND A CHORD DISTANCE OF 19.09 FEET WHICH BEARS SOUTH 45'00'00" WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 21.21 FEET; THENCE SOUTH 90'00'00" WEST, A DISTANCE OF 56.28 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 86.50 FEET, A CENTRAL ANGLE OF 25'51'52" AND A CHORD DISTANCE OF 38.72 FEET WHICH
BEARS SOUTH 77'04'04" WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 39.05 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 13.50 FEET, A CENTRAL ANGLE OF 75'31'21" AND A CHORD DISTANCE OF 16.53 FEET WHICH BEARS NORTH 78"06'11" WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF
17.79 FEET TO THE POINT OF BEGINNING.

AND

PROPOSED PHASE 2

A PORTION OF PARCEL C-1, ACCORDING TO THE PLAT OF TERRACES AT REUNION A REPLAT, AS RECORDED IN PLAT BOOK 17, PAGES
105 THROUGH 106, OF THE PUBLIC RECORDS OF OSCEOLA COUNTY, FLORIDA, AND LYING IN SECTION 35, TOWNSHIP 25 SOUTH, RANGE 27 EAST, OSCEOLA COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE SOUTHEAST CORNER OF LOT 10, ACCORDING TO THE PLAT OF REUNION PHASE 2 PARCEL 1 AND 1A, AS RECORDED IN PLAT BOOK 13, PAGES 115 THROUGH 123 OF THE PUBLIC RECORDS OF OSCEOLA COUNTY, FLORIDA, THENCE SOUTH 24"25'16" EAST A DISTANCE OF 60.49 FEET TO THE POINT OF BEGINNING; SAID POINT BEING A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF EXCITEMENT DRIVE, ACCORDING TO TERRACES AT REUNION A REPLAT, AS RECORDED IN PLAT BOOK 17, PAGES 105 AND 106 OF THE PUBLIC RECORDS OF OSCEOLA COUNTY, FLORIDA, THENCE ALONG SAID RIGHT OF WAY LINE NORTH 62"04'05" EAST A DISTANCE OF 91.23 FEET; THENCE DEPARTING SAID RIGHT OF WAY LINE, SOUTH 27'55'55" EAST, A DISTANCE OF 125.05 FEET; THENCE SOUTH 62'05'38" WEST, A DISTANCE OF 26.32 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 759.50 FEET, A CENTRAL ANGLE OF 04"54'09" AND A CHORD DISTANCE OF 64.97 FEET WHICH BEARS SOUTH 59"38'33" WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 64.99 FEET; THENCE NORTH 27'55'55" WEST, A DISTANCE OF 127.78 FEET TO THE POINT OF BEGINNING.

SCHEDULE B SECTION 2 EXCEPTIONS
ITEMS 1, 3, 4 AND 6 ARE DELETED
ITEMS 2, 5, 7, 8, 12 AND 25 ARE NOT SURVEY RELATED

MAHERS REFLECTED UPON THE PLAT OF TERRACES AT REUNION A
-	REPLAT RECORDED IN PLAT BOOK 17, PAGES 105 AND 106. (AFFECTS, BLANKET IN NATURE)
_ UN-RECORDED ORDINANCE NO. 01-31 ESTABLISHING THE REUNION EAST COMMUNITY DEVELOPMENT DISTRICT, ADOPTED SEPTEMBER 24, 2001; NOTICE OF ESTABLISHMENT OF THE REUNION EAST COMMUNITY DEVELOPMENT DISTRICT RECORDED DECEMBER 26, 2001 IN BOOK 1976, PAGE 2759; RE-FILING OF THE NOTICE OF ESTABLISHMENT OF THE REUNION EAST COMMUNITY DEVELOPMENT DISTRICT RECORDED AUGUST 7, 2002 IN BOOK 2090, PAGE 2031; AND NOTICE OF RE-FILING RECORDED
MARCH 24, 2004 IN BOOK 2471, PAGE 1405. (AFFECTS, NOTHING TO PLOT, AGREEMENT ONLY)
NOTICE OF COLLECTION AGREEMENT FOR SPECIAL ASSESSMENT RECORDED
	AUGUST 26, 2002 IN BOOK 2100, PAGE 662 AND NOTICE OF COLLECTION AGREEMENT FOR SPECIAL ASSESSMENTS RECORDED MARCH 24, 2005, IN BOOK 2737, PAGE 1144. (AFFECTS, NOTHING TO PLOT, AGREEMENT ONLY)

SEVENTH AMENDED AND RESTATED DEVELOPMENT ORDER, REVISED
'y-'	NOVEMBER 24, 2003 FOR REUNION RESORT & CLUB OF ORLANDO
DEVELOPMENT OF REGIONAL IMPACT RECORDED JANUARY 26, 2004 IN BOOK 2429, PAGE 1053. (AFFECTS, NOTHING TO PLOT)

DRAINAGE AGREEMENT BY AND BETWEEN THE REEDY CREEK IMPROVEMENT DISTRICT AND GINN-LA ORLANDO, LTD., LLLP RECORDED MAY 16, 2003 IN BOOK 2253, PAGE 604. (AFFECTS, BLANKET IN NATURE)

CITY OF KISSIMMEE/GINN-LA ORLANDO II, LLLP WATER, WASTEWATER,
'y-'	AND RECLAIMED WATER SYSTEM DEVELOPER'S SERVICE AGREEMENT

®-

RECRDED AUGUST 5, 2003 IN BOOK 2307, PAGE 131. (AFFECTS, NOTHING TO PLOT, AGREEMENT ONLY)
DISTRIBUTION EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION RECORDED SEPTEMBER 15, 2004 IN BOOK 2596, PAGE 2227. (AS SHOWN)
MASTER DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND
'y-'	EASEMENTS FOR REUNION RESORT & CLUB OF ORLANDO, RECORDED IN
BOOK 1990, PAGE 1654; FIRST AMENDMENT RECORDED IN BOOK 2194, PAGE 546 AND FIRST SUPPLEMENT RECORDED IN BOOK 2200, PAGE 38; SECOND SUPPLEMENT RECORDED IN BOOK 2832, PAGE 1612; THIRD SUPPLEMENT RECORDED IN BOOK 2908, PAGE 1853, AS SPREAD TO SUBJECT PROPERTY BY THE PARCEL DECLARATION OF COVENANTS,
CONDITIONS, RESTRICTIONS AND OBLIGATIONS (THE TERRACES AT REUNION) RECORDED IN BOOK 2760, PAGE 400, BUT DELETING ANY COVENANT, CONDITION OR RESTRICTION INDICATING A PREFERENCE, LIMITATION OR DISCRIMINATION BASED ON RACE, COLOR, RELIGION, SEX,
HANDICAP, FAMILIAL STATUS OR NATIONAL ORIGIN TO THE EXTENT SUCH CONVENANTS, CONDITIONS OR RESTRICTIONS VIOLA TE 42 USC 3604. (AFFECTS, BLANKET IN NATURE)
	TERMS AND CONDITIONS OF THAT CERTAIN EASEMENT AGREEMENT EXECUTED BY AND BETWEEN TERRACES AT REUNION, INC. AND GINN-LA ORLANDO, LTD, LLLP, RECORDED APRIL 20, 2005, IN BOOK 2760, PAGE

®-

471. (AS SHOWN)

TERMS AND CONDlllONS OF THAT CERTAIN DEVELOPMENT AND EASEMENT AGREEMENT, EXECUTED BY AND AMONG REUNION EAST COMMUNITY DEVELOPMENT DISTRICT, GINN-LA ORLANDO, LTD., LLLP AND TERRACES AT REUNION, INC., RECORDED APRIL 20, 2005, IN BOOK 2760, PAGE
446. (AS SHOWN)
@- TEMPORARY EASEMENT AGREEMENT RECORDED DECEMBER 27, 2005, IN BOOK 3009, PAGE 2290. (RIGHTS TO HAVE CONSTRUCTION TRAILER ON
PARCEL 14, UNTIL CONSTRUCTION IS COMPLETED)

	DISTRIBUTION EASEMENT IN FAVOR OF PROGRESS ENERGY FLORIDA, INC. RECORDED DECEMBER 29, 2005, IN BOOK 3012, PAGE 2349. (AFFECTS, AS SHOWN)
DISTRIBUTION EASEMENT IN FAVOR OF PROGRESS ENERGY FLORIDA, INC. RECORDED JULY 10, 2006, IN BOOK 3211, PAGE 27. (AFFECTS, AS SHOWN)
	TERMS, PROVISIONS, RESTRICTIVE CONVENANTS, CONDITIONS, RESERVATIONS, RIGHTS, DUTIES AND EASEMENTS CONTAINED IN DECLARATION OF CONDOMINIUM OF TERRACES AT REUNION, A CONDOMINIUM, AND ANY EXHIBITS ANNEXED THERTO, INCLUDING, BUT NOT LIMITED TO, PROVISIONS FOR A PRIVATE CHARGE OR ASSESSMENTS, RECORDED JULY 26, 2006, IN BOOK 3228. PAGE 1116; TOGETHER WITH AMENDMENT TO ADD PHASE 6, RECORDED JULY 26, 2006, IN BOOK
3228, PAGE 1437; AMENDMENT TO ADD PHASE 3 RECORDED OCTOBER
24, 2006, IN BOOK 3312, PAGE 956; AMENDMENT TO ADD PHASE 7
RECORDED DECEMBER 15, 2006, IN BOOK 3359, PAGE 1762; AMENDMENT
TO ADD PHASE 10 RECORDED JANUARY 30, 2007, IN BOOK 3395, PAGE
385; AMENDMENT TO ADD PHASE 11 RECORDED FEBRUARY 6, 2007, IN BOOK 3400, PAGE 2772; AMENDMENT TO ADD PHASE 20 RECORDED FEBRUARY 14, 2007, IN BOOK 3409, PAGE 749; AMENDMENT TO ADD
PHASE 8 RECORDED MARCH 26, 2007, IN BOOK 3441, PAGE 98; AMENDMENT TO ADD PHASE 12 RECORDED APRIL 17, 2007, IN BOOK 3458, PAGE 2931; AMENDMENT TO ADD PHASE 13 RECORDED MAY 22,
2007, IN BOOK 3485, PAGE 1693; AMENDMENT TO ADD PHASE 21
RECORDED JUNE 15, 2007, IN BOOK 3502, PAGE 1192 AND AMENDMENT
TO ADD PHASE 22 RECORDED JULY 24, 2007, IN BOOK 3527, PAGE 2753. (AFFECTS, NOTHING TO PLOT)

	EASEMENT AGREEMENT IN FAVOR OF GINN LIFESTYLES GROUP, LLC RECORDED FEBRUARY 28, 2007, IN BOOK 3420, PAGE 1070. (AS SHOWN)

COUNTY ROAD

VICINITY MAP
NOT TO SCALE

							

SURVEYOR'S NOTES
THE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY RIGHT OF EXCITEMENT ROAD, HAVING A BEARING OF N62'04'05"E, PER PLAT.

NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN.

THIS SURVEY WAS PERFORMED WITH THE BENEFIT OF FIRST AMERICAN TITLE INSURANCE COMPANY OFFICE FILE NO. 1062-2281076 (REVISED 03/01/10) WITH AN EFFECTIVE DATE OF FEBRUARY 19, 2010.

I HAVE EXAMINED THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 12097C 0040 F,
DATED JUNE 6, 2001, AND FOUND THE SUBJECT PROPERTY LIES IN ZONE "X", AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN.

LEGEND

..

'lli	UTILITY POLE GUYWIRE
®	SANITARY MANHOLE
LIGHT POLE
@	STORM MANHOLE
-  • -  FENCE LINE
----o--  SIGN
-OHU-OVERHEAD UTILITY LINE

PSM	PROFESSIONAL SURVEYOR AND MAPPER LB	 LICENSED BUSINESS
EB	ELECTRIC BOX
CO	CLEAN OUT
TB	TELEPHONE BOX
BFP	BACK FLOW PREVENTER A/C	 AIR CONDITION PAD
GR	GAS MARKER
TF	TRANSFORMER
ICP	IRRIGATION CONTROL PANEL

SURVEYOR'S CERTIFICATE
DAVID M. DeFILIPPO, A FLORIDA REGISTERED PROFESSIONAL SURVEYOR, REGISTRATION NO. 5038, IN AND FOR THE STATE OF FLORIDA, DOES HEREBY CERTIFY TO: THE LYND COMPANY; TEXAS CAPITAL BANK, NATIONAL ASSOCIATION A NATIONAL BANKING ASSOCIATION; TERRACES AT REUNION, L.P., A TEXAS LIMITED PARTNERSHIP, AUTHORIZED TO TRANSACT BUSINESS IN THE STATE OF FLORIDA AS TERRACES AT REUNION I, L.P.; AND FIRST AMERICAN TITLE INSURANCE COMPANY THAT:

THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE (I) IN ACCORDANCE WITH THE FLORIDA SOCIETY OF PROFESSIONAL SURVEYORS STANDARDS AND SPECIFICATIONS FOR A CATEGORY IA, CONDITION
I-URBAN BUSINESS DISTRICT, LAND TITLE SURVEY, IN EFFECT ON THE DATE OF THIS CERTIFICATION; AND (ii) EXCEPT AS SHOWN ON THE SURVEY, (A) THERE ARE NO VISIBLE EASEMENTS OR RIGHTS OF WAY OF WHICH THE UNDERSIGNED HAS BEEN ADVISED, (B) THERE ARE NO OBSERVABLE, ABOVE-GROUND ENCROACHMENTS EITHER (1) BY IMPROVEMENTS ON THE LAND, OR (2)BY THE IMPROVEMENTS ON ADJOINING PROPERTIES, STREET OR ALLEYS UPON THE LAND, AND (C) AS CAN BE DETERMINED BY A VISUAL EXAMINATION OF SURFACE AND ABOVE GROUND FACILITIES, THE LAND DOES NOT SERVE ANY ADJOINING PROPERTY FOR DRAINAGE, UTILITIES OR INGRESS OR EGRESS. THE PARTIES LISTED IN THE FIRST PARAGRAPH OF THIS CERTIFICATE ARE ENTITLED TO RELY ON THE SURVEY AND THIS CERTIFICATE AS BEING TRUE AND ACCURATE.

NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL SURVEYOR & MAPPER.

ALL RECORDING INFORMATION SHOWN HEREON REFERS TO THE PUBLIC RECORDS OF OSCEOLA

Y+TY",
11
,H

FIRE HYDRANT
RECLAIM WATER VALVE IRRIGATION CONTROL VALVE
WATER VALVE

IB	IRRIGATION BOX
YD	YARD DRAIN
EM	ELECTRIC METER
WM	WATER METER
WS	WATER SERVICE

DAVID M. DeFILIPPO

COUNTY, FLORIDA.

ONLY UNITS MENTIONED WITHIN BUILDINGS ARE INCLUDED AS PART OF THIS SURVEY OR TITLE COMMITMENT..

D	CONCRETE

REGISTRATION NO. 5038 WITHIN THE STATE OF FLORIDA
DATE OF SURVEY:  MAY 1, 2010

\
\	I
\	\	\	\
\	\	\	\

\

\	"
\	\	"	\	\
\	"	\
\

\	\	\
\,,	\	:._1_"_
\	"	\,,---==-------

I	\
I	I	I I
I	I

\
\
\	93
\
\

\

\

>

\

\

\  11	\,
'\I I\

I I
I 1\
I I
I •
I
I
I I
I
I

I

"
•o:i,

® ALLEY	0 ® ALLEY---- 0'.:JI! ,i
I	•

-	0	,ao
!3,4	Do	I -C4 -, m Fg	J	;;
I  I I	I	..

]

: ! :	'	[	-·-	/	!"
(	i 1 >-	PHASE 22  /	"
==-::'J L_,,-l[L 1	UNIT NO.: 22-101,
I	'I 1« ,	22-102, 22-10,.	a--

1	I 1f0! :::J

22-203, 22-301,
22-302, 22-303

s	I :  I"	I' o

JE22-201, 22-202,

J

I _., j 1 '1	L
1	:II	1	6

J_

-I-U:1II 50
l	'' lfa-c

I	! I	□

-_,,,- ·:1	□

>o--torio	\

N HARRIER

PARCEL C-1

o.:V)	"	,
I	C5

TYPE 2

TYPE 3

'11

t

•I

or
\, S89
6
POI BEGI ROA

TR

ora

TYPE 4

1,-,
fij
11•1.
Iii	GULFSTR

r

I·
I  TRACT U-2, R
P.B. 16, PA
j	STATION

....,-....,-.,.....,·....,...,.......

I

I O.R. BOOK 1931,	o.
O.R. BOOK 1996.

I	O.R. BOOK 2098,

-	t

--=-.' -,,o_'_J ,_

Il 1-'	I-

'"'°

....,,.......,	,.  o ...

PU.I IOOII 01,  11>---104

o•

- -IH_,<I.T.,_O!Hff'f,.,.,U> ...
.,...._,-.0.,,..,.,..M...,  IIT<I_,_,

COUNTY ROAD 532

GENERAL NOTES :

ALL CONSTRUCTION (OTHER THAN ALL UTILITIES, SEE SHEET 2.0 FOR T.W.A. SPECS) SHALL BE PER OSCEOLA COUNTY AND FDOT STANDARD SPECIFICATIONS.

IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUIRE THE NECESSARY
RIGHT-OF-WAY PERMIT(S) AND PROVIDE FOR THE SAFETY AND CONTROL OF TRAFFIC DURING CONSTRUCTION.

IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN-HAND BEFORE BEGINNING ANY CONSTRUCTION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING (HORIZONTALLY AND VERTICALLY) ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND FOR NOTIFYING VARIOUS UTILITY COMPANIES TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY
RELOCATION, TEMPORARY DISTRIBUTION SERVICE, OR CLARIFICATION OF ACTIVITY
REGARDING SAID UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THESE PLANS OR FIELD LOCATED. ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANIES AND THE CONTRACTOR SHALL COOPERATE WITH THEM DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED.

THE LOCATION OF ALL EXISTING UTILITIES, STORM DRAINAGE SYSTEMS, AND TOPOGRAPHIC FEATURES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE
INFORMATION AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE
ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR INACCURACY. SHOULD A DISCREPANCY ARISE BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS, WHICH WOULD APPRECIABLY AFFECT THE EXECUTION OF THESE PLANS, THE CONTRACTOR WILL HALT CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTION CRITERIA AND SCHEDULES, AND FOR SIGNING SAID INSPECTIONS.

ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED UNLESS OTHERWISE NOTED.

THE CONTRACTOR SHALL NOT EXCAVATE REMOVE OR OTHERWISE DISTURB ANY MATERIAL, STRUCTURE OR PART OF A STRUCTURE WHICH IS LOCATED OUTSIDE THE LINES, GRADES OR GRADING SECTION, ESTABLISHED FOR THIS PROJECT, EXCEPT WHERE SUCH EXCAVATIONS OR REMOVAL IS PROVIDED OR IN THE CONTRACT, PLANS, OR SPECIFICATIONS.

ALL WORK AND ALL MATERIALS FURNISHED SHALL BE IN CONFORMITY WITH THE LINES, GRADES , GRADING SECTIONS, CROSS SECTIONS, DIMENSIONS, MATERIAL REQUIREMENTS, AND TESTING REQUIREMENTS THAT ARE SPECIFIED IN THE CONTRACT, PLANS OR SPECIFICATIONS.

	THE SPECIFICATIONS, NOTES AND PLANS CALL ATTENTION TO CERTAIN REQUIRED FEATURES OF THE CONSTRUCTION BUT DO NOT PURPORT TO COVER ALL DETAILS OF DESIGN AND CONSTRUCTION. HOWEVER, THE CONTRACTOR SHALL FURNISH AND INSTALL THE WORKS IN ALL DETAILS AND READY FOR OPERATION.

	ALL EQUIPMENT SHALL BE HANDLED, STORED, INSTALLED, TESTED AND OPERATED IN STRICT ACCORDANCE WITH THE APPLICABLE MANUFACTURER'S

	ALL WORK SHALL BE ACCOMPLISHED TO THE HIGHEST QUALITY CRAFTSMANSHIP STANDARDS.

	ALL WORK SHALL BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES ORDINANCES REGULATIONS.

	APPARENT ERRORS, DISCREPANCIES OR OMISSIONS ON THE DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION BEFORE BIDDING.

AFTER COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL PERFORM SITE
CLEANUP OPERATION FOR REMOVAL OF ALL TRASH, DEBRIS, EXCESS MATERIALS AND EQUIPMENTS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PRESENT THE PROJECT SITE CLEAN AND IN GOOD ORDER AT THE TIME.

NO EXTRA PAYMENTS WILL BE ALLOWED FOR ANY WORK REQUIRED DUE TO
MISUNDERSTANDING OF JOB OR SITE CONDITIONS AFFECTING THE WORK AS DESCRIBED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL NOT TAKE ADVANTAGE OF ANY APPARENT ERROR OR OMISSION IN THE DRAWINGS OR SPECIFICATIONS, AND THE ENGINEER SHALL BE PERMITTED TO MAKE CORRECTIONS AND INTERPRETATION AS MAY BE DEEMED NECESSARY FOR THE FULFILLMENT OF THE INTENT OF THE CONTRACTS DOCUMENTS. THE TENDERING OF A PROPOSAL WILL ACKNOWLEDGE ACCEPTANCE OF THESE CONDITIONS BY THE BIDDER.

THE CONTRACTOR SHALL SUBMIT FOUR (4) SETS OF DETAILED SHOP DRAWINGS OF ALL
MAJOR ITEMS PROPOSED FOR THIS PROJECT TO THE ENGINEER PRIOR TO ORDERING ANY OF THE EQUIPMENT. TWO (2) COPIES OF THE SHOP DRAWINGS WILL BE RETURNED TO THE CONTRACTOR. UPON THE CONTRACTOR'S RECEIPT OF APPROVED SHOP DRAWINGS FROM THE ENGINEER, THE CONTRACTOR MAY PROCEED WITH THE WORK.

LDC 6.10.c

THE SURFACE AREA OF OPEN, RAW, ERODIBLE SOIL, EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS, SHALL NOT EXCEED TEN ACRES. THIS REQUIREMENT MAY BE WAIVED, FOR LARGE PROJECTS WITH A DUST CONTROL PLAN, WHICH DEMONSTRATE THAT OPENING OF ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT
OFF-SITE DEPOSIT OF SEDIMENTS. THE WAIVER WILL BE BY WRITTEN AUTHORIZATION FROM THE COUNTY ENGINEER.

PAVING & DRAINAGE NOTES :

PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCE BETWEEN CENTERLINES OF DRAINAGE STRUCTURES.

ALL MEDIANS AND ISLANDS TO BE FILLED WITH CLEAN SOIL.

	ALL PAVEMENT RETURN RADII AND DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

	ALL CONCRETE DRAINAGE STRUCTURES TO BE CONSTRUCTED PER F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED.

	DITCH BOTTOM AND CONTROL STRUCTURE INLET GRATES SHALL BE SECURED WITH A CHAIN AND EYEBOLT.

	FIVE (5) FEET OF SOD IS REQUIRED AROUND ALL DITCH BOTTOM INLETS, MANHOLES, HEADWALLS AND MITERED END SECTIONS.

	CONTRACTOR SHALL PLACE BLUE REFLECTIVE MARKERS ON PAVEMENT IN FRONT OF FIRE HYDRANTS.

	TOP ELEVATIONS OF MANHOLES IN GRASSED AREAS SHALL BE AT MINIMUM 4 INCHES ABOVE FINISH GRADE.

ALL FF'S SHALL BE 24" ABOVE THE CENTERLINE OF THE ROADWAY.

ALL DRAINAGE PIPE JOINTS SHALL BE WRAPPED IN FILTER FABRIC WRAP PER FDOT INDEX #280.

AS-BUILT NOTE:

THE CONTRACTOR SHALL SUBMIT A CERTIFIED SET OF RECORD DRAWINGS TO THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION PROGRESS. RECORD DRAWINGS SUBMITTED TO THE ENGINEER AS PART OF THE PROJECT ACCEPTANCE SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS.

DRAWINGS SHALL BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION.

DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL UNDERGROUND & ABOVE GROUND
STORM DRAINAGE, WATER AND WASTEWATER PIPING AND RELATED APPURTENANCES. ALL CHANGES TO STRIPING LOCATION INCLUDING HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES AND APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL INSTALLED PIPE MATERIAL, CLASS, ETC.

	DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER.

DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT
DRAWINGS, BUT CONSTRUCTION FIELD. ALL EQUIPMENT AND PIPING RELOCATION SHALL BE CLEARLY SHOWN.

	LOCATION OF ALL INLETS, MANHOLES, HYDRANTS, VALVES AND VALVE BOXES SHALL BE SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO AND PREFERABLY THREE PERMANENT POINTS.

DIMENSIONS BETWEEN ALL INVERTS AND MANHOLES SHALL BE FIELD VERIFIED AS SHOWN. THE INVERTS AND GRADE ELEVATIONS OF ALL INLETS AND MANHOLES SHALL BE SHOWN.

FINAL DIRT GRADE FOR EACH LOT.

1 SET OF REPRODUCIBLE AS-BUILTS WILL BE PROVIDED TO THE PROJECT ENGINEER.

EACH SHEET OF THE PLANS SHALL BE SIGNED, SEALED AND DATED BY REGISTERED SURVEYOR AS BEING "AS-BUILTS" OR "RECORD DRAWINGS".

AS-BUILT PLANS SHALL BE FINISHED AND SUBMITTED BEFORE BACTERIOLOGICAL TESTS ARE PROVIDED.

EROSION CONTROL:

PROVIDE EROSION AND SEDIMENT CONTROL MEASURES CONSISTING OF STAKED SILT FENCES ALONG THE PROPOSED LIMITS OF CONSTRUCTION OR AS INDICATED ON THE

6816 Hanging Moss Road Orlando, Florida 32807
Office: (407)494-2693
Certificate of Auth. 29791

DRAWINGS. PROVIDE ADDITIONAL MEASURES AS NECESSARY TO AVOID ADVERSE IMPACTS TO JURISDICTIONAL AREAS (WETLANDS OR WATER BODIES) AND OFF SITE LANDS AND WATER BODIES. MAINTAIN THESE MEASURES DAILY UNTIL CONSTRUCTION ACCEPTANCE
BY THE OWNER AND THEN REMOVE AND LEGALLY DISPOSE OF SAID MEASURES.

	ALONG THE CLEARING LIMITS ADJACENT TO THE WETLANDS OR AREAS TO BE PRESERVED, PROVIDE AND INSTALL AN ORANGE ENVIRO-FENCE (MINIMUM 4 FEET HIGH) ON WOOD POSTS SPACED 8 FEET CENTER TO CENTER. MAINTAIN AN ENVIRO-FENCE DAILY AT ALL TIMES
DURING CONSTRUCTION.

	THE ENTIRE FRONTAGE, NORTH SIDE AND SOUTH SIDE OF THE PROJECT SHALL BE SCREENED WITH A 6' FENCE WITH GREEN SCRIM. FENCE MAY TERMINATE AT ANY TREE LINE THAT ACTS AS A SCREEN. THE CHAIN LINK FENCE SHALL BE IN FRONT OF THE SILT FENCE.

NO DISCHARGE OF CONTAMINANTS INTO ADJACENT WETLANDS WILL BE PERMITTED AT ANY TIME.

XABIER J. GUERRICAGOITIA, P.E.

DAMAGE TO WETLANDS ADJACENT TO CONSTRUCTION AREAS SHALL BE PREVENTED BY DELINEATING THE LIMITS OF CONSTRUCTION, AND INSTALLING THE ENVIRO-FENCES AND SEDIMENT BARRIERS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES,
THEREBY RETAINING SEDIMENT WITHIN THE CONSTRUCTION AREA. CONTRACTORS WILL BE REQUIRED TO ADEQUATELY MAINTAIN THESE PROTECTION MEASURES AT ALL TIMES.

EROSION CONTROL SHALL BE MAINTAINED WITHIN CONSTRUCTION AREAS BY QUICKLY
STABILIZING DISTURBED AREAS TO PREVENT THE RELEASE OF SEDIMENT. THIS SHALL BE ACCOMPLISHED USING GRASS COVER, TURBIDITY FENCES, AND OTHER MEANS
ACCEPTABLE TO OWNER, ENGINEER AND REGULATORY AGENCIES.

	TURBIDITY BARRIERS (SILT BOOMS) SHALL BE USED IN POND AND WATERWAY AREAS TO PREVENT RELEASE OF SEDIMENT AND/OR TURBID WATER INTO SURROUNDING WATERS. THESE SEDIMENT AND TURBIDITY BARRIERS SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. TURBIDITY LEVELS IN SENSITIVE AREAS SHALL BE CLOSELY MONITORED BY THE REEDY CREEK IMPROVEMENT DISTRICT DURING CONSTRUCTION.

DURING CONSTRUCTION THE CONTRACTOR SHALL MODIFY OR RELOCATE THE
ENVIRO-FENCE AND/OR SILT FENCE (WITH OWNER'S APPROVAL) TO ALLOW FOR ITS ACCESS AND TO COMPLETE CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ADEQUATE EROSION CONTROL AT ALL TIMES.

	ALL EROSION PREVENTION AND CONTROL MEASURES MUST BE INSPECTED AND APPROVED BY OSCEOLA COUNTY COMPLIANCE PERSONNEL PRIOR TO ANY CONSTRUCTION ACTIVITIES. REMOVAL OF THESE SAME EROSION CONTROLS AND PREVENTION MEASURES MAY BE DONE ONLY AFTER AUTHORIZATION BY OSCEOLA COUNTY COMPLIANCE PERSONNEL IS OBTAINED.

	ALL SURFACE WATER DISCHARGE FROM SITE, INCLUDING DEWATERING DISCHARGE, SHALL MEET STATE WATER QUALITY STANDARDS (LESS THAN 29 NTU ABOVE BACKGROUND) PRIOR TO REACHING ANY WATERS OF THE STATE INCLUDING WETLANDS.

IN THE EVENT THAT THE EROSION PREVENTION AND CONTROL DEVICES SHOWN IN THESE DRAWINGS PROVE NOT TO BE EFFECTIVE, ALTERNATE METHODS FOR MAINTAINING STATE WATER QUALITY STANDARDS FOR DISCHARGE FROM THE CONSTRUCTION SITE WILL BE
REQUIRED. ONE EFFECTIVE ALTERNATIVE METHOD INCLUDES THE INTRODUCTION OF ALUMINUM SULFATE (ALUM) INTO DISCHARGE FROM THE CONSTRUCTION SITE. PLEASE NOTE THAT ANY ALTERNATIVE EROSION PREVENTION AND CONTROL DEVICES MUST BE APPROVED BY OSCEOLA COUNTY COMPLIANCE PERSONNEL PRIOR TO PLACEMENT.

TERRACES AT REUNION RESORT & CLUB
OSCEOLA COUNTY, FLORIDA
PREPARED FOR: 7500 MOURNING DOVE REUNION LLC

EROSION AND DUST CONTROL SHALL BE MAINTAINED WITHIN CONSTRUCTION AREAS BY QUICKLY STABILIZING DISTURBED AREAS TO PREVENT THE RELEASE OF SEDIMENT. THIS
SHALL BE ACCOMPLISHED USING GRASS COVER, TURBIDITY FENCES, PERIODIC WATERING, AND OTHER BEST MANAGEMENT PRACTICES FOUND IN THE STORMWATER POLLUTION PREVENTION PLAN, WHICH ARE ACCEPTABLE TO CONSTRUCTION MANAGER, ENGINEER, AND REGULATORY AGENCIES.

ALL STORM DRAINAGE INLETS AND PIPES SHALL BE PROTECTED FROM SILT, SAND, AND
DEBRIS DURING CONSTRUCTION. ANY ACCUMULATION WITHIN THE STORM DRAINAGE PIPE SYSTEM SHALL BE REMOVED WITHOUT PUMPING OR FLUSHING INTO THE PONDS. STORM DRAINAGE SYSTEM SHALL BE CLEANED AND FREE OF DEBRIS PRIOR TO CONSTRUCTION

GENERAL NOTES

MANAGER'S ACCEPTANCE.

PROVIDE SOCK DRAIN IN FRONT OF ALL DRAINAGE CURB INLETS AND PROVIDE FILTER FABRIC UNDER THE GRATE OF ALL DITCH BOTTOM INLETS AFTER INITIAL COMPLETION OF THE DRAINAGE STRUCTURES. MAINTAIN THESE MEASURES DAILY (WHICH MAY INCLUDE FULL REPLACEMENT AT THE DISCRETION OF THE CONSTRUCTION MANAGER) TO MINIMIZE SILT ACCUMULATION IN THE STORM DRAINAGE SYSTEM.

DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TEMPORARY SEEDING AND MULCHING FOR AREAS THAT HAVE BEEN CLEARED AND NOT REWORKED WITHIN 7 CALENDAR DAYS DURING THE WET SEASON (APRIL THROUGH SEPTEMBER) AND 14
CALENDAR DAYS DURING THE DRY SEASON (OCTOBER THROUGH MARCH). ALSO, ALL SIDE SLOPES SHALL BE SODDED OR SEEDED AND MULCHED WITHIN 7 DAYS DURING WET SEASON AND 14 DAYS DURING DRY SEASON. SEEDED AND MULCHED WITH FERTILIZER SHALL BE PERFORMED PER COUNTY SPECIFICATIONS.

ALL GRASSED AREAS SHALL BE MAINTAINED TO ASSURE GOOD GRASS STAND. IF
NECESSARY AFTER 60 DAYS, AREA WILL BE RE-GRASSED. IF GRASSED AREAS ARE NOT ACCEPTABLE WITHIN 90 DAYS OF COMPLETION, RE-FERTILIZE AT 250 LBS. PER ACRE.

ALL ROADWAYS SHALL BE MAINTAINED AND SWEPT DAILY TO REMOVE ANY DIRT TRANSPORTED ONTO EXISTING PAVED ROADWAYS.

IN ADDITION TO THE MINIMUM REQUIREMENTS ABOVE, SLOPES OF FROM 6:1 TO 3:1,
INCLUSIVE, WILL BE MULCHED WITH A UNIFORM THICKNESS OF APPROXIMATELY TWO
INCHES, LOOSE MEASURE, OF MULCH MATERIAL INCORPORATED INTO THE SOIL BY MIXING TO A DEPTH OF FOUR INCHES. THIS REQUIREMENT SHALL BE MET UNLESS AN ALTERNATIVE IS APPROVED BY THE OSCEOLA COUNTY INSPECTORS.

12/7/2022
AS SHOWN 1075.000
RAP
RAP SNB

1.03

CDP 04-0045 PD04-00007
SDP22-0167

3

12/7/2022
AS SHOWN 1075.000
RAP
RAP SNB

1.04

GENERAL CONSTRUCTION NOTES:
CONSTRUCT UTILITIES IN ACCORDANCE TO TWA APPROVED PLANS AND SHOP DRAWINGS. ANY DEVIATION FROM THE APPROVED PLANS SHALL BE APPROVED BY THE DEVELOPER’S ENGINEER AND TWA

A PRE-CONSTRUCTION MEETING WITH THE TWA’S STAFF IS REQUIRED PRIOR TO INITIATING CONSTRUCTION.

ALL REQUIRED PERMITS SHALL BE OBTAINED PRIOR TO INITIATING CONSTRUCTION.

	A MINIMUM12 FOOT WIDE ACCESS ROAD SHALL BE PROVIDED FOR ALL TWA OWNED UTILITIES, WHICH ARE LOCATED OUTSIDE OF ROADWAYS. THE TOP 8" OF THE ACCESS ROAD SHALL BE STABILIZED TO A FLORIDA BEARING VALUE OF 75 PSI, AND COMPACTED TO 98% OF AASHTO T-180.

PIPE DEFLECTION CANNOT EXCEED 50% OF THE PIPE MANUFACTURER’S RECOMMENDATION.

REFERENCE TWA’S STANDARDS, SPECIFICATIONS AND DETAILS, LATEST EDITION FOR ISSUES NOT SPECIFICALLY ADDRESSED BELOW OR ON THE TWA ACCEPTED CONSTRUCTION PLANS.

CURRENT EDITION OF TWA’S STANDARDS, SPECIFICATIONS AND DETAILS, AT TIME OF TWA PLAN ACCEPTANCE SHALL SUPERSEDE ACCEPTED PLANS. IT IS THE CONTRACTOR’S RESPONSIBILITY TO ENSURE TWA STANDARDS, SPECIFICATIONS AND DETAILS ARE ADHERED TO IN CONSTRUCTION.

PERMITS, PLANS, SHOP DRAWINGS:
PERMITS OR LETTERS OF DETERMINATION FROM FDEP SHALL BE OBTAINED FOR THE SANITARY SEWER COLLECTION SYSTEM AND WATER DISTRIBUTION SYSTEM PRIOR TO COMMENCEMENT OF CONSTRUCTION.

	A STAMPED APPROVED SET OF PLANS BY TWA SHALL BE PRESENT ON THE SITE AT ALL TIMES. APPROVED PLANS ARE VALID FOR 12 MONTHS FROM THE DATE OF APPROVAL. IF CONSTRUCTION DOES NOT BEGIN WITHIN THE 12 MONTH PERIOD, THE DEVELOPER MUST CONTACT TWA FOR A PROJECT STATUS REVIEW AND APPROVAL EXTENSION.

	A MINIMUM OF THREE SETS OF SHOP DRAWINGS SHALL BE SUBMITTED TO TWA FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.

INSTALLATION OF MATERIALS AND/OR STRUCTURES PRIOR TO SHOP DRAWING APPROVAL IS DONE AT THE CONTRACTOR’S OWN RISK.

	TWO HARD COPIES AND ONE ELECTRONIC COPY OF RECORD DRAWINGS SHALL BE SUBMITTED TO TWA AT OR BEFORE THE FINAL INSPECTION. RECORD DRAWINGS SHALL CONFORM TO SECTIONS 11.6 OF TWA STANDARDS, SPECIFICATIONS AND DETAILS.

WATER - TESTING:
	WATER LINE SHALL BE INSTALLED, CLEANED, FLUSHED, DISINFECTED AND BACTERIOLOGICALLY TESTED AND CLEARED FOR SERVICE IN ACCORDANCE WITH THE LATEST AWWA STANDARDS AND FDEP RULES AND REGULATIONS.

ALL WATER DISTRIBUTION SYSTEMS SHALL BE FLUSHED CLEAN OF ALL DELETERIOUS MATERIAL PRIOR TO ANY T TESTING. FULL DIAMETER FLUSHING IS REQUIRED. LINES 4” AND GREATER SHALL BE PIGGED.

WATER LINE SHALL BE PRESSURE TESTED IN ACCORDANCE WITH AWWA-C600 (DUCTILE IRON PIPE) AND AWWAC605/M23(PVC PIPE) SPECIFICATIONS AT 150 PSI AND WITNESSED BY TWA PERSONNEL. NO LEAKAGE SHALL BE ALLOWED. SCHEDULE TEST A MINIMUM OF 72 HOURS IN ADVANCE.

	ALL WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH THE LATEST VERSION OF AWWA C651 AND WITNESSED BY TWA PERSONNEL.
ALL BACTERIOLOGICAL SAMPLES SHALL BE WITNESSED BY TWA PERSONNEL. WATER - MATERIALS:
PVC PIPE: FOUR (4) INCHES THROUGH TWELVE (12) INCHES SHALL BE AWWA C-900, LATEST EDITION. FOURTEEN
(14) INCHES THROUGH THIRTY-SIX (36) INCHES SHALL BE AWWA C-905, LATEST EDITION.

DIP PIPE: FOUR (4)” THROUGH FIFTY-FOUR (54)” SHALL BE ANSI/AWWA A21.51/C151 WITH A MINIMUM WORKING PRESSURE CLASS 150 PIPE.

ANY FITTINGS REQUIRED SHALL BE MECHANICAL JOINT DUCTILE IRON CONFORMING TO ANSI/AWWA A21.10/C110, 250 PSI MINIMUM PRESSURE RATING, OR DUCTILE IRON COMPACT FITTINGS IN ACCORDANCE WITH ANSI/AWWA A21.53/C153.

JOINTS FOR DUCTILE IRON PIPE SHALL BE PUSH-ON OR MECHANICAL JOINTS CONFORMING TO ANSI/AWWA A21.11/C111. ABOVE GROUND JOINTS SHALL BE FLANGED WITH T5 CADMIUM PLATED BOLTS, NUTS AND WASHERS. FLANGED JOINTS SHALL CONFORM TO ANSI STANDARD B 16.1-125 LB.

WHERE DUCTILE IRON PIPE AND FITTINGS ARE TO BE BELOW GROUND OR INSTALLED IN A CASING PIPE THE COATING SHALL BE A MINIMUM 1.0 MIL THICK IN ACCORDANCE WITH ANSI/AWWA A21.51/C151.

WHERE DUCTILE IRON PIPE AND FITTINGS ARE TO BE INSTALLED ABOVE GROUND, PIPE, FITTINGS AND VALVES SHALL BE THOROUGHLY CLEANED AND GIVEN ONE FIELD COAT (MINIMUM 1.5 MILS DRY THICKNESS) OF RUST INHIBITOR PRIMER, AND TWO FINISH COATS (MINIMUM 1.5 MILS DRY THICKNESS EACH).

ALL DUCTILE IRON PIPE AND FITTINGS SHALL HAVE AN INTERIOR PROTECTIVE LINING OF CEMENT-MORTAR WITH A SEAL COAT OF ASPHALTIC MATERIAL IN ACCORDANCE WITH ANSI/AWWA A21.4/C104.

THE PIPE SHALL BE POLYETHYLENE ENCASED (8 MIL) WHERE SHOWN ON THE PLANS, IN ACCORDANCE WITH ANSI/AWWA A21.51/C105.

POLYETHYLENE PIPE: FOUR (4)” THROUGH TWELVE (12)” SHALL BE AWWA STANDARD C906, PE3408 LATEST EDITION. THE POLYETHYLENE PIPE SHALL HAVE A MINIMUM WORKING PRESSURE RATING OF 160 PSI AND SHALL HAVE A STANDARD DIMENSION RATIO (SDR) OF 11. PIPE SHALL BE THE SAME ID AS DUCTILE IRON PIPE.

POLYETHYLENE PIPE SHALL HAVE FUSION BONDED JOINTS.

FITTINGS USED WITH POLYETHYLENE PIPE SHALL BE FUSION FITTINGS IN ACCORDANCE WITH AWWA STANDARD 906.

	SERVICE PIPES: ALL SERVICE LINES SHALL BE 1", 1-1/2" OR 2" BLUE, PC200, SDR9, POLYETHYLENE TUBING CONFORMING TO SPECIFICATIONS IN AWWA C901, PE3608. 4” AND LARGER SERVICE PIPE SHALL BE C-900 PVC OR DIP. 3” SERVICE PIPE SHALL NOT BE PERMITTED.

VALVES SHALL BE RESILIENT WEDGE GATE VALVES.

	VALVES SHALL BE LOCATED AT NOT MORE THAN 500 FOOT INTERVALS IN COMMERCIAL, INDUSTRIAL AND HIGH DENSITY RESIDENTIAL AREAS AND AT NOT MORE THAN 1000 FOOT INTERVALS IN ALL OTHER AREAS. APPROPRIATE VALVING SHALL ALSO BE PROVIDED AT THE DOWNSTREAM SIDES OF TEES AND CROSSES AND BOTH SIDES OF A DIRECTIONAL BORE OR JACK AND BORE.. THIS SHALL INCLUDE ALL SIDES OF TEES AND CROSSES WITHIN LOOPED SYSTEMS, WHERE FLOW IS POTENTIALLY MULTIDIRECTIONAL.

	ALL METERS SHALL BE INSTALLED BY TWA AFTER ALL PAYMENT OF APPLICABLE FEES AND CHARGES. ALL METERS 2” AND LESS IN SIZE SHALL BE INSTALLED UNDERGROUND IN AN APPROVED METER BOX. METERS LARGER THAN 2” SHALL BE INSTALLED ABOVE GROUND. IN GENERAL, METERS 2 INCH AND LARGER SHALL BE LOCATED IN A METER EASEMENT LOCATED ADJACENT TO THE PUBLIC RIGHT OF WAY AND OUTSIDE OF PAVED AREAS.

REUSE - TESTING:
REUSE LINE SHALL BE INSTALLED, CLEANED, FLUSHED, DISINFECTED AND BACTERIOLOGICALLY TESTED AND CLEARED FOR SERVICE IN ACCORDANCE WITH THE LATEST AWWA STANDARDS AND FDEP RULES AND REGULATIONS.

ALL REUSE DISTRIBUTION SYSTEMS SHALL BE FLUSHED CLEAN OF ALL DELETERIOUS MATERIAL PRIOR TO ANY TESTING. FULL DIAMETER FLUSHING IS REQUIRED. LINES 4” AND GREATER SHALL BE PIGGED.

REUSE LINES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH AWWA-C600 (DUCTILE IRON PIPE) AND AWWAC605/M23 (PVC PIPE) SPECIFICATIONS AT 150 PSI AND WITNESSED BY TWA PERSONNEL. NO LEAKAGE SHALL BE ALLOWED. SCHEDULE TEST A MINIMUM OF 72 HOURS IN ADVANCE.

	ALL REUSE MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH THE LATEST VERSION OF AWWA C651 AND WITNESSED BY TWA PERSONNEL.

ALL BACTERIOLOGICAL SAMPLES SHALL BE WITNESSED BY TWA PERSONNEL. REUSE - MATERIALS:
PVC PIPE: FOUR (4) INCHES THROUGH TWELVE (12) INCHES SHALL BE AWWA C-900, LATEST EDITION. FOURTEEN
(14) INCHES THROUGH THIRTY-SIX (36) INCHES SHALL BE AWWA C-905, LATEST EDITION.

DIP PIPE: FOUR (4)” THROUGH FIFTY-FOUR (54)” SHALL BE ANSI/AWWA A21.51/C151 WITH A MINIMUM WORKING PRESSURE CLASS 150 PIPE.

ANY FITTINGS REQUIRED SHALL BE MECHANICAL JOINT DUCTILE IRON CONFORMING TO ANSI/AWWA A21.10/C110, 250 PSI MINIMUM PRESSURE RATING, OR DUCTILE IRON COMPACT FITTINGS IN ACCORDANCE WITH ANSI/AWWA A21.53/C153.

JOINTS FOR DUCTILE IRON PIPE SHALL BE PUSH-ON OR MECHANICAL JOINTS CONFORMING TO ANSI/AWWA A21.11/C111. ABOVE GROUND JOINTS SHALL BE FLANGED WITH T5 CADMIUM PLATED BOLTS, NUTS AND WASHERS. FLANGED JOINTS SHALL CONFORM TO ANSI STANDARD B 16.1-125 LB.

WHERE DUCTILE IRON PIPE AND FITTINGS ARE TO BE BELOW GROUND OR INSTALLED IN A CASING PIPE THE COATING SHALL BE A MINIMUM 1.0 MIL THICK IN ACCORDANCE WITH ANSI/AWWA A21.51/C151.

WHERE DUCTILE IRON PIPE AND FITTINGS ARE TO BE INSTALLED ABOVE GROUND, PIPE, FITTINGS AND VALVES SHALL BE THOROUGHLY CLEANED AND GIVEN ONE FIELD COAT (MINIMUM 1.5 MILS DRY THICKNESS) OF RUST INHIBITOR PRIMER, AND TWO FINISH COATS (MINIMUM 1.5 MILS DRY THICKNESS EACH).

ALL DUCTILE IRON PIPE AND FITTINGS SHALL HAVE AN INTERIOR PROTECTIVE LINING OF CEMENT-MORTAR WITH A SEAL COAT OF ASPHALTIC MATERIAL IN ACCORDANCE WITH ANSI/AWWA A21.4/C104.

THE PIPE SHALL BE POLYETHYLENE ENCASED (8 MIL) WHERE SHOWN ON THE PLANS, IN ACCORDANCE WITH ANSI/AWWA A21.51/C105.

POLYETHYLENE PIPE: FOUR (4)” THROUGH TWELVE (12)” SHALL BE AWWA STANDARD C906, PE3408 LATEST EDITION. THE POLYETHYLENE PIPE SHALL HAVE A MINIMUM WORKING PRESSURE RATING OF 160 PSI AND SHALL HAVE A STANDARD DIMENSION RATIO (SDR) OF 11. PIPE SHALL BE THE SAME ID AS DUCTILE IRON PIPE.

POLYETHYLENE PIPE SHALL HAVE FUSION BONDED JOINTS.

FITTINGS USED WITH POLYETHYLENE PIPE SHALL BE FUSION FITTINGS IN ACCORDANCE WITH AWWA STANDARD 906.

SERVICE PIPES: ALL SERVICE LINES SHALL BE 1", 1-1/2" OR 2" PURPLE, PC200, SDR9, POLYETHYLENE TUBING

CONFORMING TO SPECIFICATIONS IN AWWA C901, PE3608. 4” AND LARGER SERVICE PIPE SHALL BE C-900 PVC OR DIP. 3” SERVICE PIPE SHALL NOT BE PERMITTED.

VALVES SHALL BE RESILIENT WEDGE GATE VALVES.

	VALVES SHALL BE LOCATED AT NOT MORE THAN 500 FOOT INTERVALS IN COMMERCIAL, INDUSTRIAL AND HIGH DENSITY RESIDENTIAL AREAS AND AT NOT MORE THAN 1000 FOOT INTERVALS IN ALL OTHER AREAS. APPROPRIATE VALVING SHALL ALSO BE PROVIDED AT THE DOWNSTREAM SIDES OF TEES AND CROSSES AND BOTH SIDES OF A DIRECTIONAL BORE OR JACK AND BORE. THIS SHALL INCLUDE ALL SIDES OF TEES AND CROSSES WITHIN LOOPED SYSTEMS, WHERE FLOW IS POTENTIALLY MULTIDIRECTIONAL.

ALL METERS SHALL BE INSTALLED BY THE TWA AFTER ALL PAYMENT OF APPLICABLE FEES AND CHARGES. ALL METERS
2” AND LESS IN SIZE SHALL BE INSTALLED UNDERGROUND IN AN APPROVED METER BOX. METERS LARGER THAN 2” SHALL BE INSTALLED ABOVE GROUND. IN GENERAL, METERS 2 INCH AND LARGER SHALL BE LOCATED IN A METER EASEMENT LOCATED ADJACENT TO THE PUBLIC RIGHT OF WAY AND OUTSIDE OF PAVED AREAS.

SEWER - TESTING:
PRIOR TO ANY TESTING TO BE WITNESSED, ALL PASSING SOIL DENSITY TESTS AND SLOPE SURVEYS SHALL BE SUBMITTED TO THE TWA ENGINEER AND TO THE TWA INSPECTOR.

ALL SANITARY MANHOLES SHALL BE INSPECTED BY TWA PERSONNEL.

SANITARY SEWERS SHALL BE VIDEO INSPECTED AND WITNESSED BY TWA PERSONNEL.

SANITARY SEWERS SHALL BE LOW PRESSURE AIR TESTED WITH NO ALLOWABLE LOSS AND WITNESSED BY TWA PERSONNEL. SCHEDULE TEST A MINIMUM OF 72 HOURS IN ADVANCE.

GRAVITY SEWER - MATERIALS:

PVC PIPE: FOUR (4)” THROUGH FIFTEEN (15)” SHALL BE ASTM D3034, SDR 35. THE JOINTS SHALL BE INTEGRAL BELL ELASTOMERIC GASKET JOINTS MANUFACTURED IN ACCORDANCE WITH ASTM D3212 AND ASTM F477/ APPLICABLE UNI-BELL PLASTIC PIPE ASSOCIATION STANDARD IS UNI B-4.

PVC PIPE: EIGHTEEN (18)” THROUGH TWENTY-SEVEN (27)” SHALL BE ASTM F679, SDR 35. THE JOINTS SHALL BE INTEGRAL BELL ELASTOMERIC GASKET JOINTS MANUFACTURED IN ACCORDANCE WITH ASTM D3212 AND ASTM F477/ APPLICABLE UNI-BELL PLASTIC PIPE ASSOCIATION STANDARD IS UNI B-7.

ALL PVC PIPE SHALL BEAR THE NSF-DW SEAL. THE MINIMUM STANDARD LENGTH OF PIPE SHALL BE THIRTEEN (13) FEET. PVC PIPE WITH LESS THAN 15 FT OF COVER SHALL BE SDR 35; 15 TO 20 FT SHALL BE SDR 26; AND 20 TO 30 FT SHALL BE SDR 18.

DIP PIPE: ANSI/AWWA A21.51/C151, CLASS THICKNESS DESIGNED PER ANSI/AWWA A21.50/C150, WITH
PUSH ON JOINTS. AN INTERIOR PROTECTIVE LINING OF “PROTECTO 401" EPOXY, OR EQUAL, WITH A MINIMUM DRY FILM THICKNESS 40 MILS.

JOINT MATERIALS:

PVC SEWER PIPE JOINTS SHALL BE FLEXIBLE ELASTOMERIC SEALS PER ASTM D3212.
DIP AND FITTING JOINTS SHALL BE “PUSH-ON” OR MECHANICAL JOINTS CONFORMING TO ANSI A21.11.
JOINTS BETWEEN PIPES OF DIFFERENT MATERIALS SHALL BE MADE WITH A RIGID, PVC, ADAPTOR COUPLING. FERNCO ADAPTERS ARE NOT ALLOWED.

SEWER FORCE MAINS – TESTING:

FORCE MAIN PIPING SHALL BE INSTALLED AND PIGGED UNTIL CLEAN.

FORCE MAIN SHALL BE PRESSURE TESTED IN ACCORDANCE WITH AWWA-C600 (DUCTILE IRON PIPE) AND AWWAC605/M23 (PVC PIPE) SPECIFICATIONS AT 100 PSI OR 1.5 TIMES THE OPERATING PRESSURE, WHICHEVER IS GREATER FOR A MINIMUM OF 2 HOURS AND WITNESSED BY TWA PERSONNEL. NO LEAKAGE SHALL BE ALLOWED. SCHEDULE TEST A MINIMUM OF 72 HOURS IN ADVANCE.

SEWER FORCE MAINS - MATERIALS:
PVC PIPE: FOUR (4)” THROUGH TWELVE (12)” SHALL BE AWWA STANDARD C900 AND A DIMENSION RATIO (DR) OF 25.

PVC PIPE SHALL BE INTEGRAL BELL, PUSH-ON TYPE JOINTS.

DIP PIPE: FOUR (4)” THROUGH FIFTY-FOUR (54)” SHALL BE ANSI/AWWA A21.51/C151 WITH A MINIMUM OF PRESSURE CLASS 150 AND LINED WITH PROTECTO 401 OR EQUAL.

ALL FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON CONFORMING TO ANSI/AWWA A21.10/C110, 250 PSI MINIMUM PRESSURE RATING, FOUR (4) THROUGH TWELVE (12)”.

JOINTS FOR DIP SHALL BE PUSH-ON OR MECHANICAL JOINTS AND JOINTS FOR FITTINGS SHALL BE MECHANICAL JOINTS CONFORMING TO ANSI/AWWA A21.11/C111.

ABOVE GROUND JOINTS SHALL BE FLANGED WITH T5 CADMIUM PLATED BOLTS, NUTS, AND WASHERS. FLANGED JOINTS SHALL CONFORM TO ANSI STANDARD B16.1-125 LB.

WHERE DUCTILE IRON PIPE AND FITTINGS ARE TO BE BELOW GROUND OR INSTALLED IN A CASING PIPE THE COATING SHALL BE A MINIMUM 1.0 MIL THICK IN ACCORDANCE WITH ANSI/AWWA A21.51/C151.

WHERE DUCTILE IRON PIPE AND FITTINGS ARE TO BE INSTALLED ABOVE GROUND, PIPE, FITTINGS AND VALVES SHALL BE THOROUGHLY CLEANED AND GIVEN ONE FIELD COAT (MINIMUM 1.5 MILS DRY THICKNESS) OF RUST INHIBITOR PRIMER, AND TWO FINISH COATS (MINIMUM 1.5 MILS DRY THICKNESS EACH).

ALL DUCTILE IRON PIPE AND FITTINGS SHALL HAVE AN INTERIOR PROTECTIVE LINING OF “PROTECTO 401" EPOXY OR EQUAL WITH A MINIMUM DRY FILM THICKNESS OF 40 MILS.

THE PIPE SHALL BE POLYETHYLENE ENCASED (8 MIL) WHERE SHOWN ON THE PLANS, IN ACCORDANCE WITH ANSI/AWWA A21.51/C105.

	POLYETHYLENE (PE3408) PIPE: FOUR (4)” THROUGH TWELVE (12)” SHALL BE IN ACCORDANCE WITH AWWA STANDARD C906, LATEST EDITION. THE POLYETHYLENE PIPE SHALL HAVE A MINIMUM WORKING PRESSURE RATING OF 100 PSI AND SHALL HAVE A DIMENSION RATIO (DR) OF 17.

POLYETHYLENE PIPE SHALL HAVE FUSION BONDED JOINTS.

FITTINGS USED WITH POLYETHYLENE PIPE SHALL BE FUSION FITTINGS IN ACCORDANCE WITH AWWA STANDARD C906.

	WASTEWATER FORCE MAINS SHALL BE EQUIPPED WITH AIR RELEASE VALVES LOCATED AT PIPING HIGH POINTS IMMEDIATELY UPSTREAM OF DIPS, OR OTHER ELEVATION DECLINES.

VALVES SHALL BE RESILIENT WEDGE GATE VALVES.
VALVES SHALL BE LOCATED AT NOT MORE THAN 2,000 FOOT INTERVALS IN ALL AREAS. SEPARATION REQUIREMENTS:
PER F.D.E.P. REQUIREMENTS AND SUBJECT TO TWA APPROVAL.

MISCELLANEOUS:
	ALL TIE-INS TO EXISTING MANHOLES SHALL BE CORE DRILLED. CONNECT PIPE TO MANHOLE USING A FLEXIBLE CONNECTOR OR APPROVED A-LOK.

	ALL MECHANICAL JOINTS SHALL BE RESTRAINED. THRUST BLOCKS ARE NOT ALLOWED FOR TWA MAINTAINED INFRASTRUCTURES.

MAINTAIN A MINIMUM OF 36" OF COVER MEASURED FROM THE BOTTOM OF THE SUB-GRADE OVER ALL PIPES. IF LESS THAN 36" OF COVER, USE DIP AND NOTIFY ENGINEER FOR EVALUATION.

GALVANIZED PIPE IS NOT ALLOWED AND IF ENCOUNTERED SHALL BE REPLACED WITH APPROVED MATERIALS.

	MARKING TAPE SHALL BE INSTALLED 12" TO 18" OVER ALL PIPE. ALL PVC PIPE SHALL BE GREEN IN COLOR (FOR SEWER), BLUE IN COLOR (FOR WATER) AND PURPLE IN COLOR (FOR REUSE). DIP SHALL HAVE A CONTINUOUS 2" WIDE, PERMANENT GREEN/BLUE/PURPLE STRIPE (OIL BASED ENAMEL) ON THE TOP OF THE PIPE.

	A CONTINUOUS, INSULATED 14 GAUGE COPPER WIRE SHALL BE INSTALLED UNDER THE PIPE AND BE ACCESSIBLE AT EACH VALVE BOX. DIRECTIONAL BORES SHALL USE 8 GAUGE STEEL CORE COPPER AND 8 GAUGE COPPER WIRE. ONE (1) EACH AT A MINIMUM.

ONLY RIGID ADAPTERS SHALL BE PERMITTED UNLESS TRANSITIONING TO CLAY PIPE.

IN GENERAL, ONE COMPACTION TEST SHALL BE TAKEN FOR EACH 12" LAYER OF FILL FROM THE SPRINGLINE OF THE PIPE TO THE FINISH GRADE FOR EACH 300 FEET OF PIPE AND FOR EVERY 100 SQUARE FEET OF BACKFILL AROUND STRUCTURES.

ALL EXISTING WATER, REUSE AND SANITARY APPURTENANCES ON A PROJECT SITE OR AFFECTED BY PROJECT WORK SHALL BE PROTECTED DURING CONSTRUCTION AND SHALL BE BROUGHT TO FINISHED GRADE PER THE STANDARD CONSTRUCTION DETAILS.

	ALL TREE AND SHRUB ROOT BALLS SHALL BE PLACED WITH A MINIMUM OF 5’ HORIZONTAL SEPARATION FROM TOHO MAINTAINED UTILITIES.

IF THE UNDERGROUND CONTRACTOR DE-MOBILIZES BETWEEN PHASES OF A PROJECT AND THE WATER DISTRIBUTION SYSTEM HAS BEEN CLEARED FOR USE BY FDEP, THE CONTRACTOR WILL BE REQUIRED TO INSTALL AUTOMATIC FLUSHING DEVICES ON ALL WATER MAIN DEAD-ENDS WHETHER INTENDED AS STUB-OUTS OR AS INCOMPLETE CONSTRUCTION. IF THE SITE HAS NOT BEEN CLEARED FOR USE BY FDEP, THE CONTRACTOR WILL BE REQUIRED TO PHYSICALLY DISCONNECT ALL UN-CLEARED MAINS FROM THE POINTS-OF-CONNECTION TO CLEARED MAINS.

	WHEN REQUIRED BY ANOTHER REGULATORY AGENCY, MASONRY WALLS AROUND LIFT STATIONS SHALL REQUIRE BARBED WIRE AT THE TOP OF THE WALL. AT TWA’S DISCRETION, ALTERNATIVE ANTI-CLIMB MEASURES MAY ALSO BE UTILIZED IN PLACE OF BARBED WIRE, HOWEVER, SIGNAGE WILL BE REQUIRED ON ALL EXTERIOR WALLS INDICATING THE USE OF ANTICLIMB MEASURES THAT MAY NOT BE VISIBLE.

ALL PERMANENT STRUCTURES INCLUDING, BUT NOT LIMITED TO: BUILDING FOUNDATIONS, WALLS, AND LIGHT POLES SHALL BE PLACED WITH A MINIMUM 10’ HORIZONTAL SEPARATION FROM ALL TWA OWNED INFRASTRUCTURE.

DIRECTIONAL BORING

36. 1 GENERAL

THIS SECTION COVERS INSTALLATION OF POLYETHYLENE AND PVC PRESSURE PIPE USING DIRECTIONAL BORING TECHNIQUES.

36. 2 PIPE MATERIAL

36. 2. 1 CARRIER PIPE

FOR WATER MAINS, THE CARRIER PIPE SHALL BE POLYETHYLENE TUBING CONFORMING TO AWWA C901, AWWA C906, PE3408 AND ASTM D3350 LATEST EDITIONS, IN THE SIZES SHOWN ON THE DRAWINGS. POLYETHYLENE TUBING CLASSIFICATION SHALL BE DR11 OR DR9, DUCTILE IRON PIPE INSIDE DIAMETER WITH POTABLE WATER IDENTIFICATION.

FOR FORCE MAINS, THE WATER MAIN SPECIFICATION SHALL APPLY EXCEPT THAT THE TUBING SHALL BE A MINIMUM OF DR17, DIP INSIDE DIAMETER WITH FORCE MAIN IDENTIFICATION.

PVC C900 CERTAINTEED CERTA LOK C900/RI, 4 INCHES TO 12 INCHES.

36. 2. 2 ADAPTERS

PROVIDE ADAPTERS ON LINES OVER 2” SUITABLE FOR CONNECTION TO DIP OR PVC PIPE. THESE SHALL BE BUTT-FUSED MECHANICAL JOINT END ONLY.
INSPECTION

ALL CARRIER PIPE TO BE INSTALLED MAY BE INSPECTED AT THE SITE OF MANUFACTURE FOR COMPLIANCE WITH THESE SPECIFICATIONS BY AN INDEPENDENT LABORATORY SELECTED AND PAID FOR BY THE TOHOPEKALIGA WATER AUTHORITY. THE MANUFACTURER'S COOPERATION SHALL BE REQUIRED IN THESE INSPECTIONS.

CERTIFICATION

ALL CARRIER PIPE SHALL BE ACCOMPANIED BY MANUFACTURER'S CERTIFICATION THAT THE CARRIER PIPE MEETS ALL SPECIFIED STANDARDS, WITH AN ENUMERATION OF EACH PARAMETER SPECIFIED HEREIN AND SUCH OTHER PARAMETERS AS REQUIRED BY THE PERMITTING AUTHORITY.

TRACER WIRE FOR DIRECTIONAL BORES SHALL BE 8 GAUGE, STEEL CORE COPPER. OR EQUAL.

36-2

36. 3 PIPE HANDLING

CARE SHALL BE TAKEN IN LOADING, TRANSPORTING AND UNLOADING TO PREVENT INJURY TO THE PIPE OR COATINGS. PIPE SHALL NOT BE DROPPED. ALL PIPE SHALL BE EXAMINED BEFORE LAYING, AND NO PIECE SHALL BE INSTALLED WHICH IS FOUND TO BE DEFECTIVE. ANY DAMAGE TO THE PIPE SHALL BE REPAIRED TO THE SATISFACTION OF THE TWA.

36. 4 CONSTRUCTION REQUIREMENTS

THE PIPE SHALL BE INSTALLED TO THE EXACT LINES AND GRADES REQUIRED. THE TYPE AND SIZE OF THE PILOT STRING CUTTING HEAD SHALL BE AT THE CONTRACTOR'S DISCRETION. THE TYPE AND OUTSIDE DIAMETER OF THE DRILL PIPE TO BE USED IN THE PILOT STRING SHALL ALSO BE AT THE CONTRACTOR'S DISCRETION. THE METHOD OF GUIDANCE UTILIZED IN LOCATING AND STEERING THE PILOT STRING FROM ENTRY TO EXIT SHALL BE CONTROLLED IN BOTH VERTICAL AND HORIZONTAL DIRECTIONS. READINGS SHALL BE RECORDED AFTER THE ADVANCEMENT OF EACH SUCCESSIVE DRILL PIPE AND THE READINGS PLOTTED AT A MINIMUM OF 5' INTERVALS. RECORDED READINGS AND PLAN PROFILE INFORMATION SHALL BE SUBMITTED TO THE ENGINEER AND TOHO. THE MINIMUM DEPTH REQUIREMENT OF 6 FEET BELOW THE EXISTING DITCH BOTTOM, UTILITIES OR ROADWAY SHALL BE ADHERED TO. DEPTHS DEEPER THAN 6 FEET BELOW SHALL BE REVIEWED ON A CASE-BY-CASE BASIS WHEN A DESIGN SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA IS SUBMITTED. LATERAL POSITION AT EXIT SHALL BE NO FURTHER THAN 3 FEET LEFT OR RIGHT OF PLANNED CENTERLINE AND HORIZONTAL POSITIONING SHALL BE NO FURTHER THAN 5 FEET SHORT OR LONG OF PROPOSED EXIT LOCATION. ENTRY AND EXIT LOCATIONS, AS WELL AS INTERMEDIATE CENTERLINE STATIONING SHALL BE STAKED BY THE CONTRACTOR. UPON COMPLETION OF THE PILOT HOLE PHASE OF THE OPERATION, A COMPLETE SET OF ASBUILT RECORDS SHALL BE SUBMITTED IN DUPLICATE TO THE ENGINEER AND THE TWA. THESE RECORDS SHALL INCLUDE COPIES OF THE PLAN AND PROFILE DRAWING, AS WELL AS DIRECTIONAL READINGS RECORDED DURING THE DRILLING OPERATION. UPON APPROVAL OF THE PILOT HOLE LOCATION BY THE ENGINEER AND TWA, THE HOLE ENLARGING OR BACK REAMING PHASE OF THE INSTALLATION SHALL BEGIN. THE BOREHOLE DIAMETER SHALL BE INCREASED TO ACCOMMODATE THE PULLBACK OPERATION OF THE PIPE. THE TYPE OF BACK REAMER TO BE UTILIZED IN THIS PHASE SHALL BE ETERMINED BY THE TYPES OF SUBSURFACE SOIL CONDITIONS THAT HAVE BEEN ENCOUNTERED DURING THE PILOT HOLE DRILLING OPERATION. THE REAMER TYPE SHALL BE AT THE CONTRACTOR'S DISCRETION WITH THE FINAL HOLE DIAMETER BEING A MINIMUM OF FORTY PERCENT LARGER THAN THE OUTSIDE DIAMETER OF THE PRODUCT PIPE BEING INSTALLED IN THE BOREHOLE. THE OPEN BOREHOLE MAY BE STABILIZED BY MEANS OF BENTONITE DRILLING SLURRY BEING PUMPED THROUGH THE INSIDE DIAMETER OF THE DRILL PIPE AND THROUGH OPENINGS IN THE REAMER. THE SLURRY WILL ALSO SERVE AS AN AGENT TO CARRY THE LOOSE CUTTINGS TO THE 36-3 SURFACE THROUGH THE ANNULUS OF THE BOREHOLE. THESE CUTTINGS AND BENTONITE SLURRY ARE TO BE CONTAINED AT THE EXIT HOLE OR ENTRY SIDE OF THE DIRECTIONAL BORE IN PITS OR HOLDING TANKS. THE SLURRY MAY BE RECYCLED AT THIS TIME FOR THE REUSE IN THE HOLE OPENING OPERATION OR IT SHALL BE HAULED BY THE CONTRACTOR TO AN APPROVED DUMPSITE AND PROPERLY DISPOSED OF. A COMPLETE LIST OF ALL DRILLING FLUID ADDITIVES AND MIXTURES TO BE USED IN THE DIRECTIONAL OPERATION WILL BE SUBMITTED TO THE ENGINEER AND TWA ALONG WITH THEIR RESPECTIVE MATERIAL SAFETY DATA SHEETS. ALL DRILLING FLUIDS AND LOOSE CUTTINGS SHALL BE CONTAINED; NO FLUIDS SHALL BE ALLOWED TO ENTER ANY UNAPPROVED AREA OR NATURAL WATERWAYS. UPON COMPLETION OF THE DIRECTIONAL DRILL PROJECT, ALL EXCESS DRILLING FLUID AND CUTTINGS SHALL BE REMOVED BY THE CONTRACTOR. THE POLYETHYLENE OR PVC PIPE SHALL BE FUSED TOGETHER ACCORDING TO MANUFACTURER'S SPECIFICATIONS BY A CERTIFIED TECHNICIAN. NO FITTINGS SHALL BE INSTALLED IN THE DIRECTIONAL BORE. ADAPTERS FOR CONNECTION TO DIP OR PVC SHALL BE BUTT-FUSED TO THE HDPE CARRIER PIPE PER ASTM D3261. AFTER INSTALLATION, THE POLYETHYLENE OR PVC LINE SHALL BE PIGGED. A PRESSURE TEST SHALL BE MADE OF THE POLYETHYLENE PIPE AFTER INSTALLATION IN THE BOREHOLE. THE PREINSTALLATION TEST PRESSURE IS AT THE CONTRACTOR'S DISCRETION. AFTER INSTALLATION, THE POLYETHYLENE PIPE SHALL BE PRESSURE TESTED IN ACCORDANCE WITH SECTION 51.5.
HEAT FUSION JOINTS MUST BE COMPLETELY COOLED BEFORE PRESSURE TESTING. THE MANUFACTURER'S RECOMMENDATIONS ON PIPE STRETCH, PULL STRENGTH, ALLOWANCES SHALL BE OBSERVED.

NOTES:

WHERE TWA AND FDEP STANDARDS CONFLICT, THE CONTRACTOR MUST MEET THE MORE STRINGENT OF THE TWO. UNDER NO CIRCUMSTANCES CAN THE MINIMUM SEPARATION BE LESS THAN THAT SPECIFIED IN THE FDEP STANDARDS.

FDEP MINIMUM SEPARATION REQUIREMENTS

Horizontal Separation Between Underground Water Mains and Sanitary or Storm Sewers, Wastewater or Storm water Force Mains, Reclaimed Water Pipelines, and On-Site Sewage Treatment and Disposal Systems.

New or relocated, underground water mains shall be laid to provide a horizontal distance of at least three feet between the outside of the water main and the outside of any existing or proposed storm sewer, storm water force main, or
pipeline conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C.
New or relocated, underground water mains shall be laid to provide a horizontal distance of at least three feet, and preferably ten feet, between the outside of the water main and the outside of any existing or proposed vacuum-type sanitary sewer.
New or relocated, underground water mains shall be laid to provide a horizontal distance of at least six feet, and
preferably ten feet, between the outside of the water main and the outside of any existing or proposed gravity- or
pressure-type sanitary sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C. The minimum horizontal separation distance between water mains and gravity-type
sanitary sewers shall be reduced to three feet where the bottom of the water main is laid at least six inches above the top of the sewer.
New or relocated, underground water mains shall be laid to provide a horizontal distance of at least ten feet between
the outside of the water main and all parts of any existing or proposed "on-site sewage treatment and disposal system" as defined in Section 381.0065(2), F.S., and Rule 64E-6.002, F.A.C.

Vertical Separation Between Underground Water Mains and Sanitary or Storm Sewers, Wastewater or Storm water Force Mains, and Reclaimed Water Pipelines.

New or relocated, underground water mains crossing any existing or proposed gravity- or vacuum-type sanitary sewer or storm sewer shall be laid so the outside of the water main is at least six inches, and preferably 12 inches, above or at least 12 inches below the outside of the other pipeline. However, it is preferable to lay the water main above the other pipeline.
New or relocated, underground water mains crossing any existing or proposed pressure-type sanitary sewer,
wastewater or storm water force main, or pipeline conveying reclaimed water shall be laid so the outside of the water main is at least 12 inches above or below the outside of the other pipeline. However, it is preferable to lay the water main above the other pipeline.
At the utility crossings described in paragraphs (a) and (b) above, one full length of water main pipe shall be centered above or below the other pipeline so the water main joints will be as far as possible from the other pipeline.
Alternatively, at such crossings, the pipes shall be arranged so that all water main joints are at least three feet from all joints in vacuum-type sanitary sewers, storm sewers, storm water force mains, or pipelines conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C., and at least six feet from all joints in gravity- or pressure-type
sanitary sewers, wastewater force mains, or pipelines conveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C.

Separation Between Water Mains and Sanitary or Storm Sewer Manholes.

No water main shall pass through, or come into contact with, any part of a sanitary sewer manhole.
Effective August 28, 2003, water mains shall not be constructed or altered to pass through, or come into contact with, any part of a storm sewer manhole or inlet structure.

Separation Between Fire Hydrant Drains and Sanitary or Storm Sewers, Wastewater or Storm water Force Mains, Reclaimed Water Pipelines, and On-Site Sewage Treatment and Disposal Systems.

New or relocated fire hydrants with underground drains shall be located so that the drains are at least three feet from any existing or proposed storm sewer, storm water force main, or pipeline conveying reclaimed water regulated under Part III of Chapter 62-610,
F.A.C.; at least three feet, and preferably ten feet, from any existing or proposed vacuum-type sanitary sewer; at least six feet, and preferably ten feet, from any existing or proposed gravity- or pressure-type sanitary sewer, wastewater force main, or pipeline
conveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C.; and at least ten feet from any existing or proposed "on-site sewage treatment and disposal system" as defined in Section 381.0065(2), F.S., and Rule 64E-6.002, F.A.C.

NO PIPE MATERIAL UPGRADE CAN BE USED TO MITIGATE FOR NOT MEETING FDEP STANDARDS.

THE ABSOLUTE MINIMUM VERTICAL CLEARANCE IS 6-INCHES IF THE WATER MAIN CROSSES ABOVE AND 12-INCHES IF THE WATER MAIN CROSSES BELOW THE OTHER PIPES.

CHLORINE RESIDUAL VALUES MUST BE INCLUDED IN BACTERIOLOGICAL TEST RESULTS.

RECORD DRAWING CHECKLIST

\  PROVIDE A COPY OF THE ORIGINAL SURVEYOR CERTIFIED AS-BUILT DRAWING.

\  PROVIDE ENGINEER CERTIFIED RECORD DRAWINGS.

\  THE FOLLOWING CERTIFICATION SHALL BE PROVIDED ON THE RECORD DRAWING

6816 Hanging Moss Road Orlando, Florida 32807
Office: (407)494-2693
Certificate of Auth. 29791

COVER SHEET: ' I CERTIFY THAT THESE RECORD DRAWINGS HAVE BEEN REVIEWED BY ME OR BY INDIVIDUAL(S) UNDER MY DIRECT SUPERVISION AND THAT THESE RECORD DRAWINGS INCORPORATE THE INFORMATION CONTAINED IN CHAPTER 61G17, BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS. TO THE BEST OF MY KNOWLEDGE AND BELIEF THESE RECORD DRAWINGS SUBSTANTIALLY REFLECT ALL WATER, SANITARY
SEWER, AND RECLAIM WATER UTILITIES THAT APPLIES, AS CONSTRUCTED. THE ACCURACY OF THESE RECORD DRAWINGS IS RELIANT ON THE ACCURACY APPLIED BY THE SURVEYOR THAT PREPARED THE CERTIFIED AS-BUILT SURVEY'

\  THE ¼ SECTION, TOWNSHIP, RANGE SHALL BE DISPLAYED ON THE LOWER RIGHT HAND CORNER OF THE COVER SHEET, AS NE ¼ S29 T25S R29E

\  ALL PRIVATELY MAINTAINED UTILITIES SHALL BE CLEARLY MARKED 'PRIVATE' AND THE LIMITS OF THE PRIVATELY MAINTAINED AREAS SHOWN ON THE RECORD DRAWINGS.

\  CALL OUT THE SIZE OF ALL GATE VALVES AS WELL AS THE FULL SIZE OF ALL TAPPING SLEEVE(S)/SADDLE(S).

\  LABEL THE SIZE, MATERIAL, AND CLASS OF ALL WATER, REUSE, AND SANITARY SEWER MAINS.

\ PROVIDE COORDINATES FOR ALL FITTINGS, VALVES, CLEAN-OUTS, METERS, ETC. CONSTRUCTED WITH THIS PROJECT. THESE COORDINATES SHOULD BE INCLUDED IN A COORDINATE ASSET TABLE WHICH LISTS THE NORTHING, EASTING, AND ELEVATIONS SHOT BY THE SURVEYOR.

XABIER J. GUERRICAGOITIA, P.E.

\ FIRE HYDRANT ASSEMBLIES, WATER & REUSE SERVICES, AND SANITARY SEWER SERVICES SHALL BE PROVIDED WITH TYPICAL LAYOUT DETAILS OUTLINING THE SIZE,
MATERIAL, AND CLASS OF ALL MAINS AND SERVICES AS WELL AS THE SIZE OF ALL TEES, TAPPING SLEEVES, TAPPING SADDLES, GATE VALVES, CORPORATION STOPS, AND CURB STOPS.

\ RECORD DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL.

\  DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON THE ORIGINAL ACCEPTED CONSTRUCTION DRAWINGS.

\  ALL EQUIPMENT AND PIPING RELOCATION SHALL BE CLEARLY SHOWN ON THE DRAWINGS.

\  DIMENSIONS BETWEEN ALL MANHOLES SHALL BE FIELD VERIFIED AND SHOWN. THE INVERTS AND RIM ELEVATION OF ALL MANHOLES SHALL BE SHOWN ON THE DRAWINGS AND PROVIDED IN THE COORDINATE ASSET TABLE.

XJG

\ THERE SHOULD BE TWO DISTINCT SETS OF LINES FOR THE WATER, REUSE, AND SANITARY SEWER. ALL UNDERLYING PROPOSED UTILITY LOCATIONS FROM THE APPROVED DRAWINGS SHOULD BE A LIGHTER GRAY WHILE THE AS-BUILT
INFORMATION SHOULD BE A DARKER BLACK.

\  ACCEPTED CONSTRUCTION DRAWINGS SIMPLY STAMPED 'RECORD DRAWINGS' AND AS-BUILT SURVEYS WILL NOT BE ACCEPTED FOR REVIEW BY TWA. THE ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR TRANSFERRING THE AS-BUILT INFORMATION ON TO THE ACCEPTED CONSTRUCTION DRAWINGS AND RE-DRAWING AS NECESSARY.

\  PLAN AND PROFILE IS REQUIRED FOR ALL TWA OWNED WATER, REUSE, AND SANITARY SEWER MAINS.

3	12-07-22 PER TWA COMMENTS

\ PROVIDE A CONTRACTOR'S DEMOLITION SHEET SHOWING ALL ABANDONED OR DEMOLISHED WATER AND SEWER INFRASTRUCTURE. LENGTHS OF EXISTING PIPING
AND/OR STRUCTURES ABANDONED OR DEMOLISHED, AND THE METHOD USED SHALL BE CLEARLY INDICATED.

\  PROVIDE A BOUNDARY SURVEY FOR THE LIFT STATION

\ ALL OTHER REQUIREMENTS OUTLINED IN SECTION 11.6 OF THE TWA STANDARDS AND SPECIFICATIONS MUST BE ADHERED TO WITH FUTURE SUBMITTALS.

\  PROVIDE A CD WITH THE FOLLOWING INFORMATION:

ORIGINAL CAD DRAWINGS WITH ALL ASSOCIATED XREF FILES
PDF SCANS OF SIGNED AND SEALED RECORD DRAWINGS
TIFF SCANS OF SIGNED AND SEALED RECORD DRAWINGS
COORDINATE ASSET TABLE IN EXCEL FORMAT
PDF SCAN OF THE BOUNDARY SURVEY FOR THE LIFT STATION

\  ADD THE FOLLOWING TO THE PROJECT INFORMATION SHEET(S):

FDEP WASTEWATER PERMIT
FDEP WATER PERMIT

TERRACES AT REUNION RESORT & CLUB
OSCEOLA COUNTY, FLORIDA
PREPARED FOR: 7500 MOURNING DOVE REUNION LLC
TOHO WATER AUTHORITY GENERAL CONSTRUCTION NOTES

FDOT RIGHT-OF-WAY PERMIT
RECORDED EASEMENTS OR COPY OF RECORDED PLAT

SIGNED AND SEALED HYDRAULIC CALCULATIONS
LIFT STATION PUMP CURVE DATA
ENGINEER'S CERTIFIED COST OF CONSTRUCTION

CDP 04-0045 PD04-00007
SDP22-0167

EXISTING LIGHTPOLE TO
REMAIN

X

7'X3'X2' ORANGE SILT FENCE BARRIER
(TYP.)
1

26a

CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY EXCESSIVE DEBRIS IN CLEAN OUT DUE TO CONSTRUCTION (TYP.)

1

6816 Hanging Moss Road Orlando, Florida 32807
Office: (407)494-2693
Certificate of Auth. 29791

EXISTING SIDEWALK TO BE REMOVED

WV	INSTALL TYPE III SILT FENCE BARRIER
RV

FOUNDATIONS PREVIOUSLY REMOVED
RV

XABIER J. GUERRICAGOITIA, P.E.

EXISTING LIGHTPOLE TO REMAIN

INSTALL TYPE III SILT FENCE BARRIER

CO

TF	YD

26a

FOUNDATIONS PREVIOUSLY REMOVED

CO	CO

INSTALL TYPE III SILT FENCE BARRIER

FOUNDATION PREVIOUSLY REMOVED

CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY EXCESSIVE DEBRIS IN CLEAN
CO	OUT DUE TO CONSTRUCTION

LEGEND

KEY MAP
1" = 500'

CO	1
7'X3'X2' ORANGE SILT FENCE BARRIER
(TYP.)

EXISTING SIDEWALK
TO BE REMOVED
1
26b

EXISTING ROOF DRAIN SYSTEM TO REMAIN

1

CO
CO

7'X3'X2' ORANGE	CO

x x	TYPE III SILT FENCE BARRIER	YD

XJG

7'x3'x2' ORANGE SILT FENCE BARRIER
EXISTING FACILITIES TO BE REMOVED

CO	TF

SILT FENCE BARRIER

PER COUNTY COMMENTS

(TYP.)

RELOCATE EXISTING WATER METER

CO

EXISTING CURB & GUTTER
TO REMAIN

INLET

WV

INSTALL TYPE III SILT FENCE BARRIER

1

EXISTING CURB & GUTTER	CO

10/24/22

TO REMAIN

26b
CO

WV

EXISTING CURB & GUTTWERM TO REMAIN

FDC
WV

1

1

WM

TERRACES AT REUNION RESORT & CLUB
OSCEOLA COUNTY, FLORIDA
PREPARED FOR: 7500 MOURNING DOVE REUNION LLC
DEMOLITION & EROSION CONTROL PLAN NORTH

WV
TB

WM

WM

FDC	CO

CO

FDC	WV
WV	CO

TB	CO

WM

IB
IB

CO
CO

IB

CO	CO
TB

CO
YD
YD

INLET

INLET

YD

TB  TF
YD

YD
RV
TB

YD

TF
DISTRUBUTION EASEMENT PER OR BOOK 3012, PAGE 2349

TB

12/7/2022
AS SHOWN 1075.000
RAP
RAP SNB

2.00

RV	RV

PROPANE TANK

YD

CDP 04-0045 PD04-00007 SDP22-0167

YD

6816 Hanging Moss Road Orlando, Florida 32807
Office: (407)494-2693
Certificate of Auth. 29791

WV	EB

MAILBOXES HEIGHT=11.6'

CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY EXCESSIVE DEBRIS DUE TO CONSTRUCTION

ACCESS EASEMENT PER OR BOOK 2760, PAGE 446

X	X	X	X	X	X
26b

1

EXISTING LIGHTPOLE
TO REMAIN

LEGEND

x  x x

TYPE III SILT FENCE BARRIER
7'x3'x2' ORANGE SILT FENCE BARRIER
EXISTING FACILITIES TO BE REMOVED

1

EXISTING LIGHTPOLE
TO REMAIN

INLET

INLET

DISTRUBUTION EASEMENT PER OR BOOK 3012, PAGE 2349

X

WV

1

EXISTING CURB & GUTTER
TO REMAIN (TYP.)

INSTALL 4" MECHANICALLY RESTRAINED
CAP

X

X

X

26c

REMOVE EXISTING FIRE LINE AND BFP AS SHOWN

EB

INSTALL TYPE III SILT FENCE BARRIER

1

EXISTING LIGHTPOLE
TO REMAIN

EB

TB
TF
1		7'X3'X2' ORANGE SILT FENCE BARRIER

1

EXISTING LIGHTPOLE
TO REMAIN

X	X	X
REMOVE EXISTING

KEY MAP

XABIER J. GUERRICAGOITIA, P.E.

1" = 500'

CO

TB
TF

X

CO

1	EXISTING LIGHTPOLE TO REMAIN

FOUNDATION PREVIOUSLY REMOVED

XJG

REMOVE EXISTING SANITARY SYSTEM
AS SHOWN

FOUNDATION PREVIOUSLY REMOVED

SANITARY SYSTEM AS SHOWN

FOUNDATION PREVIOUSLY REMOVED

26c

TB

10-24-22 PER COUNTY COMMENTS

TB
CO
REMOVE EXISTING ROOF DRAIN AS SHOWN

6' CHAIN LINK FENCE WITH BARBED WIRE

150.00'

RETAINING WALL

REMOVE EXISTING
FIRE LINE AND BFP	CO

N00°18'46"E WEST LINE OF TRACT O-1

TERRACES AT REUNION RESORT & CLUB
OSCEOLA COUNTY, FLORIDA
PREPARED FOR: 7500 MOURNING DOVE REUNION LLC
DEMOLITION & EROSION CONTROL PLAN SOUTH WEST

1

AS SHOWN	CO

EXISTING CURB & GUTTER
TO REMAIN (TYP.)
1

REMOVE EXISTING FIRE LINE AND BFP AS SHOWN

REMOVE EXISTING ROOF DRAIN AS SHOWN

INSTALL TYPE III SILT FENCE BARRIER

RETAINING WALL	RETAINING WALL

FOUND 4"X4" CONCRETE MONUMENT #6393

EXISTING CURB & GUTTER	1
TO REMAIN (TYP.)

12/7/2022
AS SHOWN 1075.000
RAP
RAP SNB

2.01

EM

COUNTY

COUNTY ROAD 532

CDP 04-0045 PD04-00007 SDP22-0167

RV	RV

PROPANE TANK

YD

1

EXISTING LIGHTPOLE
TO REMAIN

1

6816 Hanging Moss Road Orlando, Florida 32807
Office: (407)494-2693
Certificate of Auth. 29791

EXISTING CURB & GUTTER TO REMAIN (TYP.)
1

ICV

CO

ICV

ICV
ICV

EXISTING LIGHT POLE TO BE RELOCATED

TF
YD
C5

RETAINING WALL WITH RAIL

CO	7'X3'X2' ORANGE
SILT FENCE BARRIER	1

FDC

CO

YD

EB

YD	EXISTING LIGHTPOLE
1	TO REMAIN

FOUNDATION PREVIOUSLY REMOVED
CO

WM	WM

WV

WM	W

KEY MAP
1" = 500'

TF	YD

26a	26c

TB

REMOVE EXISTING ROOF DRAIN AS SHOWN

EXISTING LIGHTPOLE

RETAINING WALL

TO REMAIN	1

LEGEND

XABIER J. GUERRICAGOITIA, P.E.

x  x x

XJG

TYPE III SILT FENCE BARRIER
7'x3'x2' ORANGE SILT FENCE BARRIER
EXISTING FACILITIES TO BE REMOVED

1

EXISTING LIGHTPOLE
TO REMAIN

1

REMOVE EXISTING
CURB FOR PROPOSED CROSSWALK

REMOVE EXISTING SANITARY SYSTEM

10-24-22 PER COUNTY COMMENTS

AS SHOWN

CO

TB
TF
7'X3'X2' ORANGE
1	SILT FENCE BARRIER

INSTALL TYPE III SILT FENCE BARRIER

FOUNDATION PREVIOUSLY REMOVED

TB

TERRACES AT REUNION RESORT & CLUB
OSCEOLA COUNTY, FLORIDA
PREPARED FOR: 7500 MOURNING DOVE REUNION LLC
DEMOLITION & EROSION CONTROL PLAN SOUTH EAST

1

REMOVE EXISTING FIRE LINE AND BFP AS SHOWN

CO

REMOVE EXISTING SANITARY SYSTEM AS SHOWN

FOUNDATION PREVIOUSLY REMOVED

REMOVE EXISTING ROOF DRAIN AS SHOWN

INSTALL TYPE III SILT FENCE BARRIER

PLA

7'X3'X2' ORANGE
SILT FENCE BARRIER	TB

1

REMOVE EXISTING FIRE LINE AND BFP
AS SHOWN

EXISTING CURB & GUTTER TO REMAIN (TYP.)

12/7/2022
AS SHOWN 1075.000
RAP
RAP SNB

2.02

RETAINING WALL

CDP 04-0045 PD04-00007 SDP22-0167

6816 Hanging Moss Road Orlando, Florida 32807
Office: (407)494-2693
Certificate of Auth. 29791

26a

26a

BLDG #4 TYPE 'C' 3102 S.F.
STORIES
4 UNITS

BLDG #5 TYPE 'B' 7686 S.F.
2 STORIES
10 UNITS

WV RV

RV

BLDG #6 TYPE 'D' 3088 S.F.
2 STORIES
4 UNITS

TF	YD

YD

XABIER J. GUERRICAGOITIA, P.E.

YD

YD

F.F.
ELEV. =	TF
128.50

26b

F.F. ELEV. =
126.00

TF YD

DISTRUBUTION EASEMENT PER OR BOOK 3012, PAGE 2349
RV

YD

INLET

TF

ICP

PAVERS

EM
26b

CO

TB

CO
WV

21.8'

PAVERS

IB	40.8'
IB	ONE STORY
GARAGE
IB	40.8'

PAVERS

21.7'

21.8'

36.1' ONE STORY
GARAGE

PAVERS

36.1'

PAVERS

XJG

36.1'

21.8'

21.8'

21.7'

ONE STORY GARAGE
36.1'

TB
WV TB

YD
YD	2' CONCRETE CURB & GUTTER TYPICAL
YD	DISTRUBUTION EASEMENT PER OR BOOK 3012, PAGE 2349

INLET

INLET

INLET

10-24-22 PER COUNTY COMMENTS

INLET

WAY

INLET

CO

YD
DISTRIBUTION EASEMENT PER OR	RV
BOOK 3012, PAGE 2349

A/C

TF  TB

PAVERS

21.7'	WV

ONE STORY GARAGE

INLET

36.0'

TF 21.

FOUND 1/2" IRON
ROD NO IDENTIFICATION
GR

PERMANENT PIPELINE EASEMENT No. 4 O.R. BOOK 1931, PG. 1069 O.R. BOOK 1996, PG. 2144 AND O.R.

40.7'

BOOK 2098, PG. 1649

PROGRESS ENERGY
DISTRIBUTION EASEMENT
O.R. BOOK 2596, PG. 2227

GR

FOUND 4"X4" CONCRETE MONUMENT #6393
GR	GR

47.7'

47.7'

TB TF
YD

CO

YD

TF
DISTRUBUTION EASEMENT PER OR BOOK 3012, PAGE 2349

TB

YD

OHU

PROPANE TANK

21.7'

EB	21.7'

ONE STORY GARAGE

21.7

ONE STORY GARAGE

NORTHERN HARRIERINLET

UTILITY EASEMENT PER OR BOOK 3211, PAGE 27

21.8

OHU

OHU	OHU

OHU

RETAINING WALL

OHU

RV RV

INLET

PURPLE MARTIN LANE

GR	YD

52.1'

ONE STORY GARAGE

52.1'

21.8

OHU

PAVERS

TF

ACCESS EASEMENT PER OR BOOK 2760, PAGE 446

TB	21.7'

ONE STORY GARAGE

36.1'

1

22.0

OHU

GR

PARCEL CURVE TABLE

CONCRETE GRILL AREA
CO

CO

CO

ICV

TF

C5

TERRACES AT REUNION RESORT & CLUB
OSCEOLA COUNTY, FLORIDA
PREPARED FOR: 7500 MOURNING DOVE REUNION LLC

ICV

1

ICV ICV

RETAINING WALL WITH RAIL

YD

OHU

A/C

21.8'

ONE STORY GARAGE

PAVERS

47.8'

21.8'

47.8'

22.0

CURVE C1
C2

LENGTH 45.15'
112.36'

RADIUS 311.50'
311.53'

DELTA 8°18'15"
20°39'51"

TANGENT 22.61'
56.80'

CHORD BNG. N66°14'46"E N80°43'56"E

CHORD

OHU	OHU

CO

AERIAL OVERALL SITE PLAN

CO
YD
45.15'	YD	EB
YD

C27

EB
112.36'

C3	13.55'
C4	21.78'
C5	43.37'

13.50'
162.50'
137.50'

57°30'58"
7°40'41"
18°04'19"

7.41'
10.90'
21.87'

N62°17'55"E N37°22'17"E N32°10'29"E

13.55'

OHU

GR
21.78'

RETAINING WALL
OHU

43.37'

ACCESS EASEMENT PER OR BOOK 2760, PAGE 446
70.97'

INLET

INLET

26b N89°41'14"W

MAILBOXES
HEIGHT=11.6'

CONCRETE GRILL AREA

TF	YD

26a

TB

RETAINING WALL

26c

12/7/2022
AS SHOWN 1075.000
RAP
RAP SNB

3.00

C6 C7 C8 C9 C10 C11 C12 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30

16.46'
226.15'
40.87'
11.21'
27.27'
61.52'
29.64'
11.45'
98.94'
158.96'
159.44'
154.89'
104.48'
31.54'
21.22'
21.21'
42.29'
186.13'
192.97'
195.66'
193.08'
198.15'
19.50'
17.83'
24.01'
26.64'

33.50'
286.00'
162.50'
33.50'
13.50'
311.50'
61.50'
111.50'
602.04'
602.04'
602.04'
602.04'
602.04'
61.50'
23.50'
13.50'
38.50'
738.18'
738.18'
738.18'
738.18'
738.18'
13.50'
13.50'
87.50'
23.50'

28°08'37"
45°18'24"
14°24'39"
19°10'09"
115°43'33"
11°18'54"
27°36'38"
5°52'56"
9°24'58"
15°07'43"
15°10'27"
14°44'26"
9°56'37"
29°23'17"
51°44'18"
89°59'58"
62°56'00"
14°26'49"
14°58'40"
15°11'12"
14°59'10"
15°22'49"
82°44'36"
75°40'08"
15°43'13"
64°56'33"

8.40'
119.36'
20.54'
5.66'
21.49'
30.86'
15.11'
5.73'
49.58'
79.95'
80.19'
77.87'
52.37'
16.13'
11.40'
13.50'
23.56'
93.56'
97.04'
98.41'
97.09'
99.68'
11.89'
10.48'
12.08'
14.95'

N09°04'18"E S84°43'17"W N30°20'40"E N32°43'26"E N20°18'47"W N72°31'06"W S34°27'16"W N37°24'03"W S52°58'04"W S65°14'25"W S80°23'30"W N84°39'03"W N72°18'32"W N52°38'35"W N63°49'05"W S45°18'45"W S31°09'14"E S69°50'38"E S84°33'23"E N80°21'41"E N65°16'29"E N50°05'30"E N01°01'47"E N72°17'39"W S77°43'53"W S53°07'14"W

16.46'
226.15'
40.87'
11.21'
27.27'
61.52'
29.64'
11.45'
98.94'
158.96'
159.44'
154.89'
104.48'
31.54'
21.22'
21.21'
42.29'
186.13'
192.97'
195.66'
193.08'
198.15'
19.50'
17.83'
24.01'
26.64'

OHU

GR FOUND 4"X4" CONCRETE MONUMENT #6393

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

ASPHALT

EB	EM

FOUND 4"X4" CONCRETE MONUMENT #6393

DISTRUBUTION EASEMENT PER
OR BOOK 3012, PAGE 2349

OHU

WV

26c

BLDG#1 BLDG#1 BLDG#1
BLDG#1

26c

EB

EB

TB
TF

BLDG #1 TYPE 'A-1' 11,350 S.F.
4 STORIES
28 UNITS

TB

RETAINING WALL

COUNTY ROAD 532

CO

BLDG #2 TYPE 'A-1' 11,350 S.F.
4 STORIES

6' CHAIN LINK FENCE WITH BARBED WIRE

N00°18'46"E 150.00' WEST LINE OF TRACT O-1
RETAINING WALL

BLDG#2 BLDG#2 BLDG#2 BLDG#2 BLDG#2
BLDG#2

28 UNITS

TB
TF	1

RETAINING WALL

COUNTY ROAD 532

BLDG #3
TYPE 'A-1' 11,350 S.F.
4 STORIES

FOUND 4"X4" CONCRETE MONUMENT BROKEN

TB

28 UNITS

FOUND 4"X4" CONCRETE MONUMENT #6393

FOUND 4"X4" CONCRETE
MONUMENT #6393

80.20'
S00°18'46"W

FOUND 4"X4" CONCRETE MONUMENT #6393

PARCEL 14
REUNION VILLAGE 2A PLAT BOOK 16, PAGES 183-184

CDP 04-0045 PD04-00007 SDP22-0167

6816 Hanging Moss Road Orlando, Florida 32807
Office: (407)494-2693
Certificate of Auth. 29791

RE-CONSTRUCT 5' WIDE CONCRETE SIDEWALK
AS SHOWN

26a

17.11'

N. 1428505.8333
E. 467168.9907

11.08'

N. 1428533.0365
E. 467209.6400

133.48'

BLDG #5 TYPE 'B' 7686 S.F.
2 STORIES
10 UNITS

N. 1428550.0903
E. 467329.4322

N. 1428487.8984
E. 467338.4688

70.22'

L=16.46 R=33.50
D=028°08'37"
CL=16.29 CB=028°08'37"

EXISTING LIGHT POLE AND ELECTRIC
FACILITIES TO
REMAIN

L=43.37 R=137.50
D=018°04'19"
CL=43.19 CB=018°04'19"

L=11.21 R=33.50
D=019°10'09"
CL=11.16 CB=019°10'09"

WV RV

RV

56.67'

2

N. 1428515.7737
E. 467451.6595

N. 1428496.2371

16.12'

XABIER J. GUERRICAGOITIA, P.E.

TF	YD

26a17.60'

N. 1428473.2379
E. 467108.5535

70.00'

BLDG #4 TYPE 'C' 3102 S.F.
2 STORIES
4 UNITS

55.94'

N. 1428466.2264
E. 467190.3518
20.41'

7.72'

N. 1428471.0779
E. 467218.4605

N. 1428458.1396
E. 467252.7820

N. 1428445.4142
E. 467207.1913

N. 1428460.9293
E. 467266.4297

N. 1428465.5791
E. 467325.2461

36.40'

N. 1428452.0437
E. 467421.0761

BLDG #6 TYPE 'D' 3088 S.F.
2 STORIES
4 UNITS

50.00'
N. 1428463.6117
E. 467429.5181

N. 1428444.0752
E. 467475.5433

E. 467497.6848

KEY MAP
2	1" = 500'

BUILDING MATRIX
TERRACES at REUNION

N. 1428433.6310
E. 467129.9146

N. 1428438.7571
E. 467188.0409

9.81'

54.67'

26b

L=40.87 R=162.50
D=014°24'39" CL=40.76

14.78'

TOTAL BLDGS

BLDG NAME

TOTAL FLOORS

1st FL	2nd FL	3rd FL	4th FL	CONST

XJG XJG

TYPE

F.F. ELEV. = 128.50

13.23'

N. 1428412.2928
E. 467135.3091

16T.F17'

43.00'
N. 1428437.5917
E. 467258.5174

19.50'

19.78'

N. 1428439.6623
E. 467268.1109

N. 1428444.3121
E. 467326.9274

19.72'

L=13.55 R=13.50

L=21.78 R=162.50
D=007°40'41" CL=21.76
CB=007°40'41"

CB=014°24'39"
N. 1428432.4187
E. 467412.7113

19.94'

43.00'

N. 1428433.4842
E. 467464.6191

20.65'

3	A-1	4	11,350  11,350  11,350  11,350	VB-S
1	B	2	7,686	7,686	0	0	VB-S
1	C	2	3,102	3,102	0	0	VB-S

11-18-22 PER COUNTY COMMENTS
10-24-22 PER COUNTY COMMENTS

1	D	2	3,088	3,088	0	0	VB-S

8.01'

54.67'

N. 1428419.6903

20.06'

19.41'

N. 1428424.8663
E. 467212.9267

INLET

D=057°30'58" CL=12.99
CB=057°30'58"

L=27.27 R=13.50
D=115°43'33"
CL=22.86

L=61.52 R=311.50

17.08'

N. 1428413.8592
E. 467456.2542

CONSTRUCTION TYPE FBC 2014 TYPE VB SPRINKLERED=VB-S CONSTRUCTION TYPE OLD SBC TYPE V SPRINKLERED=V-S

CONSTRUCT 5' WIDE CONCRETE SIDEWALK 3000 PSI WITHOUT REINFORCEMENT. PROVIDE 3/4" SAWCUTS AT 5 CENTERS,
NO FIBERMESH (TYP)

26b
CO

19.82'

N. 1428393.2260
E. 467144.8781

E. 467197.6099

CB=115°43'33"

D=011°18'54"
CL=61.42 CB=011°18'54"

CONSTRUCT 4" THICK CONCRETE DRIVEWAY w/ WIRE
MESH, 3000 psi (TYP)

REUNION DRI
LAND USE TYPE	 APPROVED BY DO BUILT	BALANCE SF RESIDENTIAL	1,800	1,495	 305
MF RESIDENTIAL	4,433	2,497	1936
TOTAL RESIDENTIAL 6,233	3,992	2241

2
1

SITE DATA:

4.00' (TYP)

TB	ZONING:	PD

TERRACES AT REUNION RESORT & CLUB
OSCEOLA COUNTY, FLORIDA
PREPARED FOR: 7500 MOURNING DOVE REUNION LLC

INTENDED USE:	CONDOMINIUMS

FUTURE LAND USE:	TOURIST COMMERCIAL
FLOOR AREA RATIO (FAR):	47,940 S.F. / 177,552.18 S.F. = 0.270

PARKING REQUIREMENTS: 1 SPACE PER 200 GSF
REQUIRED: (MULTI FAMILY 102 UNITS) 1.5 SPACES PER UNIT

SITE PLAN NORTH

1.5 / 102 UNITS = 153 SPACES

PROVIDED: (GARAGE UNITS + 1)(INCLUDES +1 AT GARAGE ADA)	171 SPACES
WV	ADA HANDICAP	7 SPACES
TOTAL	182 SPACES

IB	PERVIOUS / IMPERVIOUS AREAS:
IB	BUILDINGS	= 1.101 AC (47,940.00 SF) 27.0%
SIDEWALK	= 0.230 AC (10,021.47 SF)  5.6%

IB

EXISTING SIDEWALK = 0.022 AC (977.20 SF)	0.6%
PAVEMENT	= 0.530 AC (23,085.05 SF) 13.0%
TOTAL IMPERVIOUS = 1.883 AC (82,023.72 SF) 46.2%

PARKING STUDY
YD
YD

INLET

INLET

YD

TOTAL PERVIOUS AREA = 2.193 AC (95,528.46 SF) 53.8%
TB
TOTAL SITE AREA	= 4.076 AC (177,552.18 SF)100.0%

TB  TF
YD

YD
RV
TB

YD

DISTRUBUTION EASEMENT PER OR BOOK 3012, PAGE 2349

2	TRIP SUMMARY

TF

12/7/2022
AS SHOWN 1075.000
RAP
RAP SNB

3.01

TB

RV	RV

PROPANE TANK

CDP 04-0045 PD04-00007
SDP22-0167

OHU	OHU

INSTALL DETECTABLE
YD	WARNING SURFACE
PER ADA (TYP)
(SEE SHEET 6.00)

TOTAL

2

BLDG

TOTAL

BUILDING MATRIX

OHU

TERRACES at REUNION

1st FL	2nd FL	3rd FL	4th FL	CONST

OHU

EB	BLDGS

NAME

FLOORS

TYPE

OHU

INSTALL DETECTABLE WARNING SURFACE PER ADA (TYP)

OHU

OHU

GR	(SEE SHEET 6.00)

ACCESS EASEMENT PER OR BOOK 2760, PAGE 446

70.97'

MAILBOXES HEIGHT=11.6'

5.00'

12.00'

OHU

20.00'

CONSTRUCT 6' CONCRETE WHEEL STOP

3	A-1	4	11,350  11,350  11,350  11,350	VB-S

6816 Hanging Moss Road Orlando, Florida 32807
Office: (407)494-2693
Certificate of Auth. 29791

1	B	2	7,686	7,686	0	0	VB-S
1	C	2	3,102	3,102	0	0	VB-S
1	D	2	3,088	3,088	0	0	VB-S

CONSTRUCTION TYPE FBC 2014 TYPE VB SPRINKLERED=VB-S CONSTRUCTION TYPE OLD SBC TYPE V SPRINKLERED=V-S

REUNION DRI
LAND USE TYPE	APPROVED BY DO BUILT	BALANCE

OHU

26b

OHU	 OHU   OHU   OHU 

INLET

INLET

DISTRUBUTION EASEMENT PER OR BOOK 3012, PAGE 2349

N89°41'14"W

N. 1427966.9666
E. 466869.4415 WV

L=31.54 R=61.50
D=029°23'17" CL=31.20
CB=029°23'17"

PAINTED SYMBOL AND LINES PER FDOT INDEX 17346 (TYP) (SEE SHEET 6.00)

HANDICAP LAYOUT DETAIL

SF RESIDENTIAL	1,800	1,495	305
MF RESIDENTIAL	4,433	2,497	1936
TOTAL RESIDENTIAL 6,233	3,992	2241

38.21'

N. 1427966.8668

BLDG#1

E. 466890.7746

19.09'
EB

EXISTING LIGHTPOLE AND ELECTRICAL FACILITIES TO
REMAIN

1" = 10'

KEY MAP

XABIER J. GUERRICAGOITIA, P.E.

1" = 500'

OHU	 OHU

OHU

GR	FOUND 4"X4" CONCRETE MONUMENT #6393

INSTALL DETECTABLE WARNING SURFACE PER ADA (TYP)
(SEE SHEET 6.00)

ADA HANDICAP SPACE SEE DETAIL ABOVE

26c

54.67'

BLDG#1

BLDG#1

BLDG#1

N. 1427907.8674

BLDG#1

E. 466890.4986

N. 1427907.9672
E. 466869.1655

N. 1427950.7359
E. 466937.2162

 OHU  	

80.20'
S00°18'46"W

EXISTING LIGHTPOLE AND ELECTRICAL FACILITIES TO REMAIN

BLDG #1

200.33'  EB
TB
TF

S13°51'26"W 135.86'

19.73'	17.05'

EXISTING LIGHTPOLE TO REMAIN

XJG XJG

S02°12'15"E 135.87'

200.33'

OHU

EXISTING LIGHTPOLE TO

N. 1427890.4108
E. 466922.6098

N. 1427895.7975
E. 466873.5982

N. 1427868.4841

71.33' TYPE 'A-1'
11,350 S.F.
4 STORIES

OHU

28 UNITS

N. 1427897.2402
E. 467130.2749

N. 1427896.9737
E. 467196.6936

71.33'

OHU

BLDG #2 TYPE 'A-1' 11,350 S.F.

2	11-18-22 PER COUNTY COMMENTS

20-24-22 PER COUNTY COMMENTS

4 STORIES
28 UNITS

OHU

REMAIN

N. 1427876.4390
E. 466864.6337

E. 466932.5810

OHU

INSTALL DETECTABLE WARNING SURFACE PER ADA (TYP)

OHU

(SEE SHEET 6.00)

26c

N. 1427849.1256
60.67' E. 466923.6166

4.00' (TYP)

OHU

13.97'

19.36'
19.71'

N. 1427864.7268
E. 466943.1611

N. 1427844.3775
E. 466936.7566

N. 1427843.5118
E. 467010.5681

N. 1427823.1625
E. 467004.1635

OHU

14.61'

TB

N. 1427840.0422
E. 467022.2470	N. 1427827.6980
E. 467086.0641

N. 1427838.0008

RETAINING WALL

E. 467111.7506

CONSTRUCT 5' WIDE CONCRETE SIDEWALK 3000 PSI WITHOUT REINFORCEMENT. PROVIDE 3/4" SAWCUTS AT 5 CENTERS,
NO FIBERMESH (TYP)

N. 1427825.8587

N. 1427836.1622
E. 467209.1197

1

N. 1427828.2867

OHU

OHU

6' CHAIN LINK FENCE WITH BARBED WIRE

CONSTRUCT 3' CONCRETE VALLEY GUTTER (TYP)

66.33'

20.26'

19.84'

N. 1427819.0971
E. 467018.1956

N. 1427806.7529
E. 467082.0127
60.67'

15.88'

E. 467099.6395

N. 1427804.6097
E. 467097.7446

N. 1427821.6545

TERRACES AT REUNION RESORT & CLUB
OSCEOLA COUNTY, FLORIDA
PREPARED FOR: 7500 MOURNING DOVE REUNION LLC

E. 467146.7857

N. 1427820.9495

BLDG#2

BLDG#2

E. 467158.1968

N. 1427820.8697

BLDG#2

BLDG#2

BLDG#2

E. 467228.8634

N. 1427821.2287

BLDG#2

E. 467241.8117

N. 1427800.0215

E. 467306.4273

N. 1427807.0795
E. 467308.7438

16.79'

4.00' (TYP)

OHU

20.28'

20.37'

N. 1427800.4055
E. 467144.8908
43.00'

13.31'

N. 1427799.6162
E. 467158.1727

N. 1427799.5364
E. 467228.8394

15.30'

E. 467244.1282
60.67'

2
19.25'

OHU

OHU

CONSTRUCT DUMPSTER ENCLOSURE w/ 6" THICK CONCRETE (SEE SHEET 6.00)

20.78' 20.72'

66.33'

19.92'
20.40'

INSTALL DETECTABLE

SITE PLAN SOUTH WEST

WARNING SURFACE PER ADA (TYP)
(SEE SHEET 6.00)

OHU

INSTALL FINAL LIFT OF APHALT

OHU

OHU

FOUND 4"X4" CONCRETE MONUMENT #6393

OHU

RETAINING WALL

INSTALL DETECTABLE WARNING SURFACE PER ADA (TYP)
(SEE SHEET 6.00)

CONSTRUCT 4" THICK CONCRETE DRIVEWAY w/ WIRE

OHU

MESH, 3000 psi (TYP)

OHU

OHU	OHU

EXISTING 5' SIDEWALK

EXISTING NORTH R.O.W. OF CR 532

CONSTRUCT 5' WIDE CONCRETE SIDEWALK 3000 PSI WITHOUT REINFORCEMENT. PROVIDE 3/4" SAWCUTS AT 5 CENTERS, NO FIBERMESH (TYP)

12/7/2022
AS SHOWN 1075.000
RAP
RAP SNB

3.02

OHU

OHU

ASPHALT

EB	EM

OHU

COUNTY ROAD 532

CDP 04-0045 PD04-00007
SDP22-0167

INSTALL DETECTABLE WARNING SURFACE PER ADA (TYP)
(SEE SHEET 6.00)

L=24.01 R=87.50
D=015°43'13"
CL=23.93 CB=015°43'13"

EXISTING LIGHTPOLE TO
CO	REMAIN

L=17.83 R=13.50
D=075°40'08" CL=16.56
CB=075°40'08"

N34°27'35"W 26.68'

ICV

RELOCATE EXISTING LIGHT POLE

6816 Hanging Moss Road Orlando, Florida 32807
Office: (407)494-2693
Certificate of Auth. 29791

L=11.45 R=111.50
D=005°52'56" CL=1I1C.V44
CB=005°52'56"
ICV
ICV

25.00'

TF
16.86'

YD
18.63'

RETAINING WALL WITH RAIL

CO	20.22'
17.32'

CO

35.62'

16.64'

INSTALL DETECTABLE
WARNING SURFACE PER ADA (TYP) (SEE SHEET 6.00)

EB

YD

ADJUST CROSSWALK STRIPING

INSTALL DETECTABLE
WARNING SURFACE PER ADA (TYP)
TF	(SEE SHEET 6Y.D00)

YD

EXISTING LIGHTPOLE TO
REMAIN

26a

N31°51'12"W 135.97'

200.3T3B'

N. 1428052.0920
E. 467601.3072

15.00'

N. 1427998.9473
E. 467633.3709

40.97'

N. 1427992.3779
E. 467650.2267

N. 1428040.7765
E. 467701.7180

N. 1428025.2319
E. 467716.3289

66.33'

26c

19.13'

L=19.50 R=13.50
D=082°44'36" CL=17.85
CB=082°44'36"

EXISTING LIGHTPOLE TO REMAIN
4.00' (TYP)

RETAINING WALL

2

KEY MAP

XABIER J. GUERRICAGOITIA, P.E.

1" = 500'

BUILDING MATRIX
TERRACES at REUNION

EXISTING LIGHTPOLE AND ELECTRICAL FACILITIES TO REMAIN

CONSTRUCT CURB TO MATCH AT EXISTING
CURB CUT

20.07'

BLDG #3 TYPE 'A-1' 11,350 S.F.
4 STORIES
28 UNITS

N. 1427945.0989
E. 467587.5782

N. 1427983.8155
E. 467639.7895

N. 1427966.6795
E. 467652.4965

20.22'
20.55'

N. 1427976.8334
E. 467664.8375

TOTAL	 BLDG	TOTAL	1st FL	2nd FL	3rd FL	4th FL	CONST BLDGS	NAME FLOORS						TYPE

XJG XJG

3	A-1	4	11,350  11,350  11,350  11,350	VB-S
1	B	2	7,686	7,686	0	0	VB-S
1	C	2	3,102	3,102	0	0	VB-S

2	11-18-22 PER COUNTY COMMENTS

10-24-22 PER COUNTY COMMENTS

1	D	2	3,088	3,088	0	0	VB-S

CONSTRUCTION TYPE FBC 2014 TYPE VB SPRINKLERED=VB-S CONSTRUCTION TYPE OLD SBC TYPE V SPRINKLERED=V-S

200.33'

17.63'

TB
TF	N. 1427930.6309
E. 467394.1794

N. 1427943.0395
E. 467433.2566

CONSTRUCT 5' WIDE CONCRETE SIDEWALK 3000 PSI WITHOUT REINFORCEMENT. PROVIDE 3/4" SAWCUTS AT 5 CENTERS, NO FIBERMESH (TYP)

N. 1427937.9939
E. 467576.0991

N. 1427920.0289

14.91'

N. 1427927.9629 60.67'
E. 467600.2851

21.50'

REUNION DRI
LAND USE TYPE	 APPROVED BY DO BUILT	BALANCE SF RESIDENTIAL	1,800	1,495	 305
MF RESIDENTIAL	4,433	2,497	1936
TOTAL RESIDENTIAL 6,233	3,992	2241

N. 1427902.9388

1

E. 467521.3621

E. 467587.6043

22.07'

BLDG #2 TYPE 'A-1' 11,350 S.F.
4 STORIES
3'	28 UNITS

N. 1427869.1363
E. 467402.5977

N. 1427892.1079
E. 467468.7308

N. 1427870.4981
E. 467457.1939

N. 1427895.8244
E. 467510.4816

N. 1427876.5565
E. 467519.6391

15.56'

18.99'

N. 1427884.9739
E. 467532.8673

20.27'

60.67'

INSTALL DETECTABLE
WARNING SURFACE PER ADA (TYP) (SEE SHEET 6.00)

CONSTRUCT 4" THICK

GARAGE FRONT PROPOSED DRIVEWAY

PARCEL 14

TERRACES AT REUNION RESORT & CLUB
OSCEOLA COUNTY, FLORIDA
PREPARED FOR: 7500 MOURNING DOVE REUNION LLC

REUNION VILLAGE 2A PLAT BOOK 16, PAGES 183-184

N. 1427831.9649

TB

N. 1427846.4718
E. 467383.6311

N. 1427866.5249
E. 467444.8159
N. 1427848.6143
E. 467401.0021

N. 1427846.7777
E. 467452.8883

N. 1427828.8672

14.07'

19.28'

18.39'

N. 1427851.2302
E. 467466.3514

54.67'

CONCRETE DRIVEWAY w/ WIRE MESH, 3000 psi (TYP)

INSTALL FINAL LIFT OF ASPHALT

F.F. ELEV.

DEPTH VARIES

SITE PLAN SOUTH EAST

EXISTING PAVEMENT

828.2867
306.4273

E. 467320.2706

N. 1427811.1697

N. 1427825.6765
E. 467388.3923

20.87'

19.91'

17.00'

E. 467409.0744 43.00'

4" THICK CONCRETE DRIVEWAY w/ WIRE MESH, 3000 psi

EXISTING MIAMI CURB

07.0795
08.7438

16.79'

E. 467325.0318

60.67'

DRIVEWAY SECTION

BLE TYP)
.00)

19.25'

20.43'

INSTALL DETECTABLE
WARNING SURFACE PER ADA (TYP) (SEE SHEET 6.00)

4.00' (TYP)

RETAINING WALL

CONSTRUCT 5' WIDE CONCRETE SIDEWALK 3000 PSI WITHOUT REINFORCEMENT. PROVIDE 3/4" SAWCUTS AT 5 CENTERS, NO FIBERMESH (TYP)

EXISTING NORTH R.O.W. OF CR 532

12/7/2022
AS SHOWN 1075.000
RAP
RAP SNB

3.03

COUNTY ROAD 532

CDP 04-0045 PD04-00007
SDP22-0167

6816 Hanging Moss Road Orlando, Florida 32807
Office: (407)494-2693
Certificate of Auth. 29791

26a

12" NYLOPLAST YARD DRAIN
GRATE = 122.59

BLDG #5 TYPE 'B' 7686 S.F.
2 STORIES
10 UNITS
F.F. ELEV. 123.60

12" NYLOPLAST YARD DRAIN GRATE = 121.81

CO

WV RV

RV

BLDG #6 TYPE 'D'

2

XABIER J. GUERRICAGOITIA, P.E.

TF	YD

26a

BLDG #4 TYPE 'C' 3102 S.F.
2 STORIES
4 UNITS

12" NYLOPLAST YARD DRAIN
GRATE = 122.68

CO	CO

12" NYLOPLAST YARD DRAIN GRATE = 122.22

3088 S.F.
2 STORIES
4 UNITS
F.F. ELEV. 121.00

CO

KEY MAP
1" = 500'

F.F. ELEV. 125.25

120.18

124.99

CO

124.90

F.F. ELEV. 123.92

F.F. ELEV. 121.76

CONSTRUCT (3) CONCRETE STEPS

26b

120.18

XJG

YD

CO
CO

CO

F.F. ELEV. = 128.50	CO

124.91

F.F. ELEV. 124.72

TF

123.35
123.85
CO
124.35

CONSTRUCT (3) CONCRETE STEPS

122.04
122.44
122.84

121.57

INLET

F.F. ELEV.
120.59

F.F. ELEV. = 126.00

2	11-18-22 PER COUNTY COMMENTS

12" NYLOPLAST YARD DRAIN GRATE = 124.29
WV	CO
12" NYLOPLAST YARD DRAIN

26b
CO

GRATE = 124.48

WV  FDC
WV
WM
WM

WV

TERRACES AT REUNION RESORT & CLUB
OSCEOLA COUNTY, FLORIDA
PREPARED FOR: 7500 MOURNING DOVE REUNION LLC

TB

WM

WM

FDC	CO

GRADING PLAN NORTH

CO

FDC	WV
WV	CO

TB	CO

WM

IB
IB

CO
CO

IB

CO	CO
TB

CO
YD
YD

INLET

INLET

YD

YD
RV
TB

YD

TF

TB  TF
YD

TB

12/7/2022
AS SHOWN 1075.000
RAP
RAP SNB

4.00

RV	RV

PROPANE TANK

YD

CDP 04-0045 PD04-00007
SDP22-0167

YD

6816 Hanging Moss Road Orlando, Florida 32807
Office: (407)494-2693
Certificate of Auth. 29791

WV	EB

MAILBOXES HEIGHT=11.6'

26b

INLET

INLET

WV

BLDG#1

XABIER J. GUERRICAGOITIA, P.E.

KEY MAP
1" = 500'
EB

BLDG#1

26c

F.F. ELEV. 138.18

BLDG#1

TB

BLDG#1

EB	TF
TB
TF

BLDG#1

12" NYLOPLAST YARD DRAIN
GRATE = 138.05
12" NYLOPLAST YARD DRAIN GRATE = 138.03

12" NYLOPLAST YARD DRAIN GRATE = 138.99

BLDG #1 TYPE 'A-1' 11,350 S.F.
4 STORIES
28 UNITS

18" NYLOPLAST YARD DRAIN GRATE = 139.55

BLDG #2

XJG

12" NYLOPLAST
GRA

F.F. ELEV. 138.50

139.69

F.F. ELEV. 140.37
12" NYLOPLAST YARD DRAIN GRATE = 139.02

12" NYLOPLAST YARD DRAIN
GRATE = 139.41
18" NYLOPLAST YARD DRAIN GRATE = 139.55

18" NYLOPLAST YARD DRAIN

18" NYLOPLAST YARD DRAIN GRATE = 138.65

TYPE 'A-1'
11,350 S.F.
4 STORIES
28 UNITS
F.F. ELEV. 139.30

12" NYLOPLAST YARD DRAIN

2	11-18-22 PER COUNTY COMMENTS

GRATE = 134.94

18" NYLOPLAST YARD DRAIN GRATE = 138.47

26c

GRATE = 139.64

TB

12" NYLOPLAST YARD DRAIN GRATE = 139.45
12" NYLOPLAST YARD DRAIN GRATE = 139.45

8" PVC
12" NYLOPLAST YARD DRAIN	TB
GRATE = 138.42

RETAINING WALL

F.F. ELEV. 139.47

F.F. ELEV. 139.92

18" NYLOPLAST YARD DRAIN
GRATE = 138.78

SD	SD

BLDG#2

TERRACES AT REUNION RESORT & CLUB
OSCEOLA COUNTY, FLORIDA
PREPARED FOR: 7500 MOURNING DOVE REUNION LLC

F.F. ELEV. 138.85

F.F. ELEV. 137.81

6' CHAIN LINK FENCE WITH BARBED WIRE

BLDG#2

BLDG#2

BLDG#2

BLDG#2

F.F. ELEV.
140.01	F.F. ELEV.
139.86

BLDG#2

12" NYLOPLAST YARD DRAIN GRATE = 137.28

12" NYLOPLAST YARD DRAIN
GRATE = 139.38

12" NYLOPLAST YARD DRAIN
GRATE = 138.37

12/7/2022
AS SHOWN 1075.000
RAP
RAP SNB

4.01

2
12" NYLOPLAST YARD DRAIN
GRATE = 139.08 12" NYLOPLAST YARD DRAIN
GRATE = 139.24

RETAINING WALL	RETAINING WALL

FOUND 4"X4" CONCRETE MONUMENT #6393

GRADING PLAN SOUTH WEST

EM

COUNTY

COUNTY ROAD 532

CDP 04-0045 PD04-00007
SDP22-0167

RV	RV

PROPANE TANK

YD

6816 Hanging Moss Road Orlando, Florida 32807
Office: (407)494-2693
Certificate of Auth. 29791

RELOCATE EXISTING LIGHT POLE

ICV

CO

ICV

ICV
ICV

TF
YD

CO

CO

YD
CONSTRUCT
EB	LANDING
YD
CONSTRUCT
RAMP w/ HANDRAIL

F.F. ELEV. 131.85

CONSTRUCT LANDING
CONSTRUCT
RAMP w/ HANDRAIL

RETAINING WALL WITH RAIL

FDC

WM	WM

WV

WM	W

XABIER J. GUERRICAGOITIA, P.E.

KEY MAP
1" = 500'

26a

CONSTRUCT LANDING
12" NYLOPLAST YARD DRAIN

132.45

RETAINING WALL

XJG XJG

132.35

F.F. ELEV. 129.30

26c

TF	YD

TB

12" NYLOPLAST YARD DRAIN
GRATE = 131.37

GRATE = 131.00	12" NYLOPLAST YARD DRAIN
GRATE = 128.85

2	11-18-22 PER COUNTY COMMENTS

10-24-22 PER COUNTY COMMENTS

CONSTRUCT (3) CONCRETE STEPS

12" NYLOPLAST YARD DRAIN

18" NYLOPLAST YARD DRAIN

130.76

GRATE = 133.50

BLDG #3 TYPE 'A-1' 11,350 S.F.
4 STORIES
28 UNITS
F.F. ELEV. 134.37

GRATE = 133.62

F.F. ELEV. 131.85

130.26
129.76

12" NYLOPLAST YARD DRAIN GRATE = 133.42

1

TB	18" NYLOPLAST YARD DRAIN
TF	GRATE = 133.69

BLDG #2 TYPE 'A-1' 11,350 S.F.
4 STORIES
28 UNITS
F.F. ELEV. 139.30

12" NYLOPLAST YARD DRAIN
GRATE = 134.89

12" NYLOPLAST YARD DRAIN
GRATE = 134.94

18" NYLOPLAST YARD DRAIN GRATE = 138.47

F.F. ELEV. 132.68

12" NYLOPLAST YARD DRAIN GRATE = 132.11

TERRACES AT REUNION RESORT & CLUB
OSCEOLA COUNTY, FLORIDA
PREPARED FOR: 7500 MOURNING DOVE REUNION LLC

GRADING PLAN SOUTH EAST

PLA

DRAIN	TB

F.F. ELEV. 134.23

18" NYLOPLAST YARD DRAIN GRATE = 133.67

12" NYLOPLAST YARD DRAIN GRATE = 133.53

F.F. ELEV. 137.81

F.F. ELEV. 135.43

12" NYLOPLAST YARD DRAIN GRATE = 137.28

12" NYLOPLAST YARD DRAIN GRATE = 133.73

12/7/2022
AS SHOWN 1075.000
RAP
RAP SNB

4.02

12" NYLOPLAST YARD DRAIN GRATE = 137.14
2

RETAINING WALL

CDP 04-0045 PD04-00007
SDP22-0167

UTILITIES LEGEND

EXISTING LIGHTPOLE TO
REMAIN

26a

WM	PROPOSED WATER MAIN
FL	PROPOSED FIRE SERVICE LINE PROPOSED FIRE HYDRANT

6816 Hanging Moss Road Orlando, Florida 32807
Office: (407)494-2693
Certificate of Auth. 29791

FIRE DEPARTMENT CONNECTION RELOCATED LIGHTPOLE
EXISTING LIGHTPOLE TO REMAIN
SD	PROPOSED STORM PIPE PROPOSED STORM STRUCTURE

2 L.F. OF

45 BEND
INV. IN = 120.32 (8" S)
INV. OUT = 120.32 (8" NE)

BLDG #5 TYPE 'B' 7686 S.F.

SANITARY CLEANOUT
FIELD VERIFY EXISTING INV.	WV
CONTRACTOR SHALL BE	RV

EXISTING LIGHTPOLE TO REMAIN

8" PVC @ 1.00%
45 BEND

3 L.F. OF

2 STORIES
10 UNITS

EXISTING 12" PVC ROOF DRAIN SYSTEM

RESPONSIBLE TO REMOVE
ANY EXCESSIVE DEBRIS DUE TO CONSTRUCTION

SANITARY CLEANOUT
RV	RIM = 119.86

WYE INV. IN = 122.38 (8" E)

INV. IN = 122.40 (8" SE)
INV. OUT = 122.40 (8" W)

FIELD VERIFY INV.
CONSTRUCT 2" CPVC 13R FIRE SERVICE

8" PVC @ 1.00%
WYE
INV. IN = 120.29 (8" SW)

CONSTRUCT 2" CPVC 13R FIRE SERVICE

EXISTING 6" PVC SANITARY SERVICE
CO

FIELD VERIFY EXISTING INV. CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE
3		ANY EXCESSIVE DEBRIS DUE TO CONSTRUCTION
BLDG #6

TF	YD

26a

EXISTING 12" PVC ROOF DRAIN SYSTEM
BLDG #4 TYPE 'C' 3102 S.F.
2 STORIES
4 UNITS

11 L.F. OF
8" PVC @ 1.00%
25 L.F. OF
CO	CO8" PVC @ 1.00%

30 L.F. OF
8" PVC @ 1.00%

4 L.F. OF
8" PVC @ 1.00% WYE
INV. IN = 119.41 (8" W)

UTILITY CROSSING TO ADHERE
TO TWA STANDARDS, TYP. (SEE DETAIL TWA-16, SHEET 6.10)

CO

TYPE 'D' 3088 S.F.
2 STORIES
4 UNITS

KEY MAP
1" = 500'

45 BEND
INV. IN = 122.42 (8" SE)
INV. OUT = 122.42 (8" W)
3 L.F. OF
8" PVC @ 1.00%

INSTALL 4" DDCA w/ 4"x2" REDUCER
CO

D-3

XABIER J. GUERRICAGOITIA, P.E.

D-4

D-5	D-6
INSTALL 4" DDCA w/ 4"x2" REDUCER

EXISTING 2" TWA METER ASSEMBLY

26b

CONSTRUCT 2" CPVC
13R FIRE SERVICE

INSTALL 4" DDCA w/ 4"x2" REDUCER

3

XJG XJG XJG

57 L.F. OF 6" PVC S.S. @ 1.00%	YD
CO

WYE

10 L.F. OF
8" PVC @ 1.00%

D-2

INSTALL 6"x4"
REDUCER

END OF TWA RESPONSIBILITY

45 BEND
INV. IN = 119.44 (8" SW)

EXISTING 12" PVC	CO
3	ROOF DRAIN SYSTEM

F.F. ELEV. = 128.50

INV. IN = 122.39 (8" E)
CO		8 L.F. OF 8" PVC @ 1.00%

D-1

RELOCATE EXISTING
UTILITIES	TF

INSTALL 2" M.J.D.I.
90° BEND

INSTALL 6" M.J.D.I.
90° BEND

INSTALL 6"
G.V. & BOX

INSTALL 6" M.J.D.I.
90° BEND

INV. OUT = 119.44 (8" E)

6 L.F. OF
8" PVC @ 1.00%

EXISTING 12" C-900

EXISTING 2" TWA METER ASSEMBLY END OF TWA RESPONSIBILITY

45 BEND

CO	3
EXISTING 6" PVC SANITARY SERVICE

F.F. ELEV. = 126.00

IF TWA METER ASSEMBLY CANNOT BE
RELOCATED WITHOUT FITTINGS, A NEW 2" PE SERVICE LINE WILL NEED TO BE INSTALLED TO EXISTING CORP. PER
TWA-02 DETAIL. ABANDON/REMOVE EXISTING 2".

RELOCATED 2" TWA

CO
INSTALL 6" GATE VALVE END OF TWA RESPONSIBILITY

INSINTLAELTL 6" GATE VALVE
END OF TWA RESPONSIBILITY

WV

WATER MAIN

CONSTRUCT 4" PVC C-900 WATER MAIN

END OF TWA RESPONSIBILITY

14 L.F. OF 6" PVC S.S. @ 1.00%

PER TWA COMMENTS
PER COUNTY COMMENTS PER COUNTY COMMENTS

EXISTING SANITARY CLEANOUT FIELD VERIFY EXISTING INV.
CO	CONTRACTOR SHALL BE

METER ASSEMBLY
END OF TWA RESPONSIBILITY

26b

INSTALL NEW FIRE HYDRANT
ASSEMBLY TO MEET REQ'D 40'
SPACING

WV  FDC

DIRECTIONAL BORE UNDER EXISTING ALLEY USING

INSTALL NEW FIRE HYDRANT ASSEMBLY TO MEET REQ'D 40' SPACIWNGV

3
WET TAP EXISTING
12" PVC WATER MAIN
USING FULL BODY M.J.D.I.

RESPONSIBLE TO REMOVE

12-07-22
11-18-22
10-24-22

ANY EXCESSIVE DEBRIS DUE TO CONSTRUCTION

RELOCATED 2" PE TUBING

3
2
1

CO

WM
CONSTRUCT 4" PVC C-900 WATER MAIN

EXISTING 8" C-900 WATER MAIN

8" HDPE.
INSTALL SOLID 14 GA COPPER WIRE

WV

WET TAP EXISTING

WM

8" PVC WATER MAIN
USING FULL BODY M.J.D.I.
INSTALL 6" G.V. (TAPPING VALVE) & BOX

EXISTING FIRE HYDRANTASSEMBLY

TB

3

INSTALL 4" G.V. (TAPPING VALVE) & BOX

3	END OF TWA RESPONSIBILITY

WM

FDC

EXISTING 12" C-900 WATER MAIN

WM

STRUCTURE NAME

STORM STRUCTURE TABLE TYPE

CO

TERRACES AT REUNION RESORT & CLUB
OSCEOLA COUNTY, FLORIDA
PREPARED FOR: 7500 MOURNING DOVE REUNION LLC

DRAINAGE & UTILITY PLAN NORTH

STRUCTURE DETAILS

FDC	WV
WV	CO
WM	EXISTING FIRE HYDRANT

IB
IB

CO
CO

IB

CO	CO
TB

CO
YD
YD

INLET

INLET

YD

D-1

D-2

D-3

D-4

D-5

D-6

12" NYLOPLAST YARD DRAIN

12" NYLOPLAST YARD DRAIN

12" NYLOPLAST YARD DRAIN

12" NYLOPLAST YARD DRAIN

12" NYLOPLAST YARD DRAIN

12" NYLOPLAST YARD DRAIN

GRATE = 124.48
INV. = 122.50 (8" PVC NW)

GRATE = 124.29
INV. = 122.50 (8" PVC NW)

GRATE = 122.68
INV. = 120.68 (8" PVC E)

GRATE = 122.59
INV. = 120.43 (8" PVC W)
INV. = 120.43 (8" PVC N)

GRATE = 121.81
INV. = 119.81 (8" PVC E)

GRATE = 122.22
INV. = 119.51 (8" PVC W)
INV. = 119.51 (8" PVC NE)

TB  TF
YD

YD
RV
TB

YD

DISTRUBUTION EASEMENT PER OR BOOK 3012, PAGE 2349

TB

3	NOTES:
MIN. 40' BETWEEN ALL FIRE DEPARTMENT CONNECTIONS AND BUILDINGS.
TF	2. ALL PROPOSED POLE (SIGN, TRAFFIC,
LIGHT, POWER) SHALL MAINTAIN 10'
MINIMUM HORIZONTAL SEPARATION TO TWA MAINTAINED UTILITIES.
3. ALL PROPOSED LANDSCAPING SHALL MAINTAIN 5' MINIMUM HORIZONTAL SEPARATION FROM THE ROOT BALL OF TREES TO TWA MAINTAINED UTILITIES.

12/7/2022
AS SHOWN 1075.000
RAP
RAP SNB

5.00

RV	RV

PROPANE TANK

YD

CDP 04-0045 PD04-00007
SDP22-0167

WV	EB

YD

ACCESS EASEMENT PER OR BOOK 2760, PAGE 446

26b

DISTRUBUTION EASEMENT PER OR BOOK 3012, PAGE 2349
WV

EXISTING LIGHTPOLE TO
REMAIN

MAILBOXES HEIGHT=11.6'

EXISTING SANITARY MANHOLE #3
RIM = 137.93
INV. IN = 129.49 (6" S)
INV. IN = 129.39 (8" E)
22 L.F. OF EXISTING
6" PVC S.S. @ 1.00%

UTILITIES LEGEND WM
FL

SD

PROPOSED WATER MAIN PROPOSED FIRE SERVICE LINE PROPOSED FIRE HYDRANT
FIRE DEPARTMENT CONNECTION RELOCATED LIGHTPOLE
EXISTING LIGHTPOLE TO REMAIN PROPOSED STORM PIPE PROPOSED STORM STRUCTURE

3

6816 Hanging Moss Road Orlando, Florida 32807
Office: (407)494-2693
Certificate of Auth. 29791

SANITARY CLEANOUT
RIM = 134.13 ESTABLISH INV. IN FIELD. CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY EXCESSIVE DEBRIS DUE TO CONSTRUCTION

SAINTARY CLEANOUT
3	RIM = 135.01
ESTABLISH INV. IN FIELD. CONTRACTOR SHALL BE

26c

BLDG#1

BLDG#1

17 L.F. OF

BLDG#1

12" PVC @ 1.00%

EXISTING LIGHTPOLE TO
REMAIN
14 L.F. OF
EB	6" PVC S.S. @ 1.00%
SANITARY CLEANOUT
3	RIM = 133.27
INV. OUT = 129.90 (6" E) CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY EXCESSIVE DEBRIS

KEY MAP

INLET

INLET

1" = 500'

45 BEND

RESPONSIBLE TO REMOVE ANY EXCESSIVE DEBRIS DUE TO CONSTRUCTION

XABIER J. GUERRICAGOITIA, P.E.

EXISTING LIGHTPOLE TO
REMAIN
TB

INSTALL 4" MECHANICALLY

BLDG#1

BLDG#1

18 L.F. OF

6 L.F. OF
12" PVC @ 1.00% WYE

DUE TO CONSTRUCTION	EB
TB
TF

END OF TWA RESPONSIBILITY	3

9 L.F. OF 6" PVC S.S. @ 1.00%
3

TF
13 L.F. OF
6" PVC S.S. @ 1.00%

RESTRAINED CAP

8" PVC @ 5.64%

INV. IN = 136.45 (8" NE)
INV. IN = 136.45 (12" NW)
INV. OUT = 136.45 (12" S)
6 L.F. OF
8" PVC @ 1.00%

45 BEND
INV. IN = 129.76 (6" W)
INV. OUT = 129.76 (6" NE)
BLDG #1 TYPE 'A-1' 11,350 S.F.

SANITARY CLEANOUT
RIM = 133.08	3
INV. IN = 129.71 (6" SW)
INV. OUT = 129.71 (6" N) (FIELD VERIFY INV.)
CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE

EXISTING LIGHTPOLE TO
REMAIN

SANITARY CLEANOUT
RIM = 137.15 ESTABLISH INV. IN FIELD. CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY EXCESSIVE DEBRIS DUE TO CONSTRUCTION

65 L.F. OF
6" PVC S.S. @ 1.00%

END OF TWA RESPONSIBILITY
6 L.F. OF

XJG XJG XJG

3	12" PVC @ 1.00%
WYE INV. IN = 127.51 (12" NW)
INV. IN = 127.51 (12" NE)

D-7

D-8

D-9

12 L.F. OF

D-10

D-11

4 STORIES
28 UNITS
32 L.F. OF
12" PVC @ 1.00%

RELOCATE EXISTING UTILITIES

ANY EXCESSIVE DEBRIS DUE TO CONSTRUCTION

5 L.F. OF

BLDG #2 TYPE 'A-1' 11,350 S.F.
4 STORIES

INV. OUT = 127.51 (12" S)

EXISTING LIGHTPOLE TO
REMAIN

31 L.F. OF
8" PVC @ 1.00% 26c

12" PVC @ 1.00%

19 L.F. OF
12" PVC @ 1.00% D-16

D-15

D-14

D-12

36 L.F. OF

D-13

72 L.F. OF
12" PVC @ 1.00%

D-17

TB

15 L.F. OF
8" PVC @ 5.56%

6" PVC S.S. @ 1.00% WYE
INV. IN = 137.55 (8" SE)
INV. IN = 137.55 (12" E)
INV. OUT = 137.55 (12" W)

D-19

43 L.F. OF
12" PVC @ 1.00%
CONSTRUCT 2" CPVC 13R FIRE SERVICE

D-20

28 L.F. OF

3

UTILITY CROSSING TO ADHERE TO TWA STANDARDS, TYP. (SEE DETAIL TWA-16, SHEET 6.10)

39 L.F. OF
12" PVC @ 1.00%

D-25

58 L.F. OF
12" PVC @ 1.00%

D-27

28 UNITS

77 L.F. OF
12" PVC @ 1.00%

D-30

50 L.F. OF
8" PVC @ 1.00%

D-33

TB

PER TWA COMMENTS
PER COUNTY COMMENTS PER COUNTY COMMENTS

7 L.F. OF
12" PVC @ 1.00%

12-07-22
11-18-22
10-24-22

D-32

6' CHAIN LINK FENCE WITH BARBED WIRE

RETAINING WALL

8" PVC @ 1.00%
8 L.F. OF

D-18

D-21

8" PVC @ 1.00%

38 L.F. OF
8" PVC @ 1.00%

D-29

13 L.F. OF
8" PVC @ 2.00%

D-31

45 BEND
INV. IN = 135.81 (12" NE)
INV. OUT = 135.81 (12" S)

14 L.F. OF
12" PVC @ 1.00%

8" PVC @ 3.87%

INSTALL 4" M.J.D.I. CAP

32 L.F. OF
8" PVC @ 1.00%

D-22
D-23

18 L.F. OF
8" PVC @ 1.00%

D-24

BLDG#2

BLDG#2

BLDG#2

BLDG#2

INSTALL 4" M.J.D.I. CAP EXISTING 4" G.V. & BOX

SD

BLDG#2

BLDG#2

D-26

D-28

35 L.F. OF
8" PVC @ 1.00%

39 L.F. OF
8" PVC @ 1.00%

8 L.F. OF

3
2
1

8" PVC @ 101.18%

TERRACES AT REUNION RESORT & CLUB
OSCEOLA COUNTY, FLORIDA
PREPARED FOR: 7500 MOURNING DOVE REUNION LLC

DRAINAGE & UTILITY PLAN SOUTH WEST

WYE INV. IN = 127.38 (12" N)
INV. IN = 127.38 (8" NW)
INV. OUT = 127.39 (12" S)
27 L.F. OF

1 L.F. OF
12" PVC @ 1.00%
EXISTING TYPE 'V' INLET INV. IN = 135.80 (12" N)

11 L.F. OF
12" PVC @ 1.00%

WYE

EXISTING 4" G.V. & BOX
G.V. TO REMAIN ABANDON AND REMOVE
EXISTING BOX

EXISTING FIRE HYDRANT

INSTALL 2" TWA METER ASSEMBLY END OF TWA RESPONSIBILITY
2" CURB STOP
2" POLY TUBING
2" BALL CORP. STOP	3
INSTALL DOUBLE STRAP TAPPING SADDLE

INSTALL 4" DDCA w/ 4"x2" REDUCER
INSTALL NEW FIRE HYDRANT ASSEMBLY

EXISTING 8" C-900 WATER MAIN

G.V. TO REMAIN ABANDON AND REMOVE
EXISTING BOX

CONSTRUCT 2" CPVC
13R FIRE SERVICE

INSTALL 4" DDCA w/ 4"x2" REDUCER

INSTALL 4" GATE VALVE
END OF TWA RESPONSIBILITY

RELOCATED EXISTING

12" PVC @ 1.00%

FOUND 4"X4" CONCRETE

9 L.F. OF

INV. IN = 136.33 (8" NE)
INV. IN = 136.33 (12" N)
INV. OUT = 136.33 (12" S)

RETAINING WALL

INSTALL 4" GATE VALVE
END OF TWA RESPONSIBILITY INSTALL 4" TAPPING SLEEVE

INSTALL 2" TWA METER ASSEMBLY

INSTALL 4" TAPPING SLEEVE

FIRE HYDRANT ASSEMBLY

RETAINING WALL

MONUMENT #6393

12" PVC @ 1.00%

END OF TWA RESPONSIBILITY	3
2" CURB STOP
2" POLY TUBING
2" BALL CORP. STOP INSTALL DOUBLE STRAP TAPPING SADDLE

EM

STRUCTURE NAME

STORM STRUCTURE TABLE TYPE

STRUCTURE DETAILS

STRUCTURE NAME

STORM STRUCTURE TABLE TYPE

STRUCTURE DETAILS

STRUCTURE NAME

STORM STRUCTURE TABLE TYPE

STRUCTURE DETAILS

STRUCTURE NAME

STORM STRUCTURE TABLE TYPE

STRUCTURE DETAILS

STRUCTURE NAME

STORM STRUCTURE TABLE TYPE

STRUCTURE DETAILS

12/7/2022
AS SHOWN 1075.000
RAP
RAP SNB

5.01

D-7

D-8

D-9

D-10

D-11

D-12

12" NYLOPLAST YARD DRAIN

12" NYLOPLAST YARD DRAIN

ROOFDRAIN CLEANOUT

ROOFDRAIN CLEANOUT

ROOFDRAIN CLEANOUT

12" NYLOPLAST YARD DRAIN

GRATE = 138.05
INV. = 136.00 (8" PVC SE)

GRATE = 138.03
INV. = 135.69 (8" PVC NW)
INV. = 135.68 (8" PVC E)

GRATE = 139.52
INV. = 136.68 (8" PVC W)
INV. = 136.68 (12" PVC E)

GRATE = 139.68
INV. = 136.52 (12" PVC W)
INV. = 136.52 (12" PVC SE)

GRATE = 139.69
INV. = 136.52 (12" PVC E)
INV. = 136.52 (8" PVC SW)

GRATE = 138.99
INV. = 136.64 (8" PVC E)
INV. = 136.64 (8" PVC SW)

D-13

D-14

D-15

D-16

D-17

D-18

12" NYLOPLAST YARD DRAIN

ROOFDRAIN CLEANOUT

ROOFDRAIN CLEANOUT

ROOFDRAIN CLEANOUT w/ TRAFFIC BEARING LID

18" NYLOPLAST YARD DRAIN

12" NYLOPLAST YARD DRAIN

GRATE = 139.02
INV. = 137.00 (8" PVC W)

GRATE = 138.50
INV. = 136.14 (12" PVC N)
INV. = 136.15 (12" PVC SW)

GRATE = 138.35
INV. = 136.06 (12" PVC NE)
INV. = 136.06 (12" PVC W)

GRATE = 138.45
INV. = 135.94 (12" PVC E)
INV. = 135.94 (12" PVC SW)

GRATE = 139.55
INV. = 137.23 (12" PVC E)
INV. = 137.23 (12" PVC W)

GRATE = 139.41
INV. = 136.73 (8" PVC E)
INV. = 136.73 (8" PVC NW)

D-19

D-20

D-21

D-22

D-23 D-24

18" NYLOPLAST YARD DRAIN

18" NYLOPLAST YARD DRAIN

12" NYLOPLAST YARD DRAIN

12" NYLOPLAST YARD DRAIN

12" NYLOPLAST YARD DRAIN

12" NYLOPLAST YARD DRAIN

GRATE = 139.55
INV. = 137.77 (12" PVC E)
INV. = 137.77 (12" PVC W)

GRATE = 139.64
INV. = 138.20 (12" PVC W)

GRATE = 139.38
INV. = 137.04 (8" PVC E)
INV. = 137.04 (8" PVC W)

GRATE = 139.45
INV. = 137.22 (8" PVC E)
INV. = 137.22 (8" PVC W)

GRATE = 139.45
INV. = 137.50 (8" PVC W)

GRATE = 139.24
INV. = 136.50 (8" PVC E)

D-25

D-26

D-27

D-28

D-29

D-30

18" NYLOPLAST YARD DRAIN

12" NYLOPLAST YARD DRAIN

18" NYLOPLAST YARD DRAIN

12" NYLOPLAST YARD DRAIN

12" NYLOPLAST YARD DRAIN

18" NYLOPLAST YARD DRAIN

GRATE = 138.78
INV. = 129.32 (12" PVC E)

GRATE = 139.08
INV. = 136.12 (8" PVC W)
INV. = 136.12 (8" PVC E)

GRATE = 138.65
INV. = 128.93 (12" PVC W)
INV. = 128.93 (12" PVC E)

GRATE = 138.42
INV. = 135.77 (8" PVC W)
INV. = 135.77 (8" PVC E)

GRATE = 138.37
INV. = 135.38 (8" PVC W)
INV. = 135.38 (8" PVC N)

GRATE = 138.47
INV. = 128.35 (12" PVC W)
INV. = 135.12 (8" PVC S)
INV. = 128.35 (12" PVC E)

D-31

D-32

12" NYLOPLAST YARD DRAIN

12" NYLOPLAST YARD DRAIN

GRATE = 137.28
INV. = 135.50 (8" PVC E)

GRATE = 137.14
INV. = 135.00 (8" PVC W)
INV. = 135.00 (8" PVC SE)

3	NOTES:
MIN. 40' BETWEEN ALL FIRE DEPARTMENT CONNECTIONS AND BUILDINGS.
	ALL PROPOSED POLE (SIGN, TRAFFIC, LIGHT, POWER) SHALL MAINTAIN 10'
MINIMUM HORIZONTAL SEPARATION TO TWA MAINTAINED UTILITIES.
	ALL PROPOSED LANDSCAPING SHALL MAINTAIN 5' MINIMUM HORIZONTAL SEPARATION FROM THE ROOT BALL OF TREES TO TWA MAINTAINED UTILITIES.

CDP 04-0045 PD04-00007
SDP22-0167

STRUCTURE NAME

STORM STRUCTURE TABLE TYPE

STRUCTURE DETAILS

STRUCTURE NAME

STORM STRUCTURE TABLE TYPE

STRUCTURE DETAILS

D-25

18" NYLOPLAST YARD DRAIN

GRATE = 138.78
INV. = 129.32 (12" PVC E)

D-31

12" NYLOPLAST YARD DRAIN

GRATE = 137.28

6816 Hanging Moss Road Orlando, Florida 32807
Office: (407)494-2693
Certificate of Auth. 29791

INV. = 135.50 (8" PVC E)

D-26

D-27

12" NYLOPLAST YARD DRAIN

18" NYLOPLAST YARD DRAIN

GRATE = 139.08
INV. = 136.12 (8" PVC W)
INV. = 136.12 (8" PVC E)

GRATE = 138.65
INV. = 128.93 (12" PVC W)
INV. = 128.93 (12" PVC E)

D-32

D-33

12" NYLOPLAST YARD DRAIN

ROOFDRAIN CLEANOUT

GRATE = 137.14
INV. = 135.00 (8" PVC W)
INV. = 135.00 (8" PVC SE)

GRATE = 138.62
INV. = 127.58 (12" PVC W)
INV. = 127.58 (12" PVC SE)

RELOCATE EXISTING LIGHT POLE

D-28

D-29

D-30

12" NYLOPLAST YARD DRAIN

12" NYLOPLAST YARD DRAIN

18" NYLOPLAST YARD DRAIN

GRATE = 138.42
INV. = 135.77 (8" PVC W)
INV. = 135.77 (8" PVC E)

GRATE = 138.37
INV. = 135.38 (8" PVC W)
INV. = 135.38 (8" PVC N)

GRATE = 138.47
INV. = 128.35 (12" PVC W)
INV. = 135.12 (8" PVC S)
INV. = 128.35 (12" PVC E)

D-34

D-35 D-36

ROOFDRAIN CLEANOUT

ROOFDRAIN CLEANOUT

12" NYLOPLAST YARD DRAIN

GRATE = 138.38
INV. = 127.57 (12" PVC E)
INV. = 127.57 (12" PVC SW)

GRATE = 138.29
INV. = 127.69 (12" PVC W)

GRATE = 134.94
INV. = 133.00 (8" PVC E)

EXISTING LIGHTPOLE
TO REMAIN

ICV

TF

ICV

ICV
ICV

YD

RETAINING WALL WITH RAIL

XABIER J. GUERRICAGOITIA, P.E.

FDC

CO	SANITARY CLEANOUT
3	RIM = 129.81
YD  ESTABLISH INV. IN FIELD
EB	CONTRACTOR SHALL BE
RESPONSIBLE TO REMOVE
YD	ANY EXCESSIVE DEBRIS
DUE TO CONSTRUCTION

WM	WM	WM

WV

KEY MAP

STORM STRUCTURE TABLE	
STRUCTURE NAME	TYPE	STRUCTURE DETAILS	

D-37	
ROOFDRAIN CLEANOUT	GRATE = 136.06
INV. = 127.12 (12" PVC N)
INV. = 127.11 (12" PVC SE)	

D-38	
12" NYLOPLAST YARD DRAIN	GRATE = 134.89
INV. = 132.52 (8" PVC W)
INV. = 132.52 (8" PVC E)	

D-39	
12" NYLOPLAST YARD DRAIN	GRATE = 133.73
INV. = 132.39 (8" PVC W)
INV. = 132.39 (8" PVC NE)	

D-40	
12" NYLOPLAST YARD DRAIN	GRATE = 133.50
INV. = 130.51 (8" PVC SE)	

D-41	
12" NYLOPLAST YARD DRAIN	GRATE = 133.42
INV. = 130.03 (8" PVC NW)
INV. = 130.03 (8" PVC SE)	

D-42	
18" NYLOPLAST YARD DRAIN	GRATE = 133.69
INV. = 129.80 (8" PVC NW)
INV. = 129.80 (12" PVC NE)	

1" = 500'

3	SANITARY CLEANOUT
RIM = 134.13

3		END OF TWA RESPONSIBILITY EXISTING LIGHTPOLE
TO REMAIN
7 L.F. OF
6" PVC S.S. @ 1.00%

26a

5 L.F. OF

45 BEND

16 L.F. OF
12" PVC @ 1.00%

D-53

26c

XJG XJG XJG

EXISTING FIRE HYDRANT

ESTABLISH INV. IN FIELD.
CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY EXCESSIVE DEBRIS DUE TO CONSTRUCTION

SAINTARY CLEANOUT
3	RIM = 135.01
ESTABLISH INV. IN FIELD.

TF	YD

SANITARY CLEANOUT
3	RIM = 130.83
ESTABLISH INV. IN FIELD. CONTRACTOR SHALL BE

TB	6" PVC S.S. @ 1.00%

3

94 L.F. OF

D-54

D-48

9 L.F. OF
8" PVC

D-49

5 L.F. OF
8" PVC @ 0.50%

RETAINING WALL

PER TWA COMMENTS
PER COUNTY COMMENTS PER COUNTY COMMENTS

EXISTING LIGHTPOLE TO REMAIN

CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY EXCESSIVE DEBRIS
DUE TO CONSTRUCTION

RESPONSIBLE TO REMOVE
ANY EXCESSIVE DEBRIS DUE TO CONSTRUCTION

BLDG #3 TYPE 'A-1'

12" PVC @ 1.00%

UTILITY CROSSING TO ADHERE

@ 21.71%

D-50

26 L.F. OF
12" PVC @ 1.00%

D-40

TO TWA STANDARDS, TYP. (SEE
11,350 S.F. DETAIL TWA-16, SHEET 6.10)
4 STORIES
28 UNITS
CONSTRUCT 2" CPVC

D-47

INSTALL 4" DDCA w/ 4"x2" REDUCER

43 L.F. OF
8" PVC @ 1.00%

D-52

D-51

16 L.F. OF

12-07-22
11-18-22
10-24-22

12" PVC @ 1.00%

EXISTING LIGHTPOLE
TO REMAIN

END OF TWA RESPONSIBILITY
TB

13R FIRE SERVICE

D-46

6 L.F. OF
12" PVC @ 1.00%
2 L.F. OF

21 L.F. OF
12" PVC @ 1.00%

STRUCTURE NAME

STORM STRUCTURE TABLE
TYPE

3
2
1

STRUCTURE DETAILS

TF
13 L.F. OF
6" PVC S.S. @ 1.00%

47 L.F. OF
3	8" PVC @ 1.00%
24 L.F. OF
8" PVC @ 1.00%

63 L.F. OF
12" PVC @ 1.00%

7 L.F. OF
8" PVC @ 1.00%

D-45

12" PVC @ 1.00%

45 BEND
INV. IN = 127.02 (12" N)

D-43

18" NYLOPLAST YARD DRAIN

GRATE = 133.67
INV. = 129.44 (12" PVC SW)

TERRACES AT REUNION RESORT & CLUB
OSCEOLA COUNTY, FLORIDA
PREPARED FOR: 7500 MOURNING DOVE REUNION LLC

DRAINAGE & UTILITY PLAN SOUTH EAST

INV. = 131.73 (8" PVC SE)
INV. = 129.44 (12" PVC NE)

65 L.F. OF
6" PVC S.S. @ 1.00%

BLDG #2 TYPE 'A-1' 11,350 S.F.
4 STORIES
28 UNITS

6 L.F. OF
12" PVC @ 1.00%
WYE INV. IN = 127.51 (12" NW)
INV. IN = 127.51 (12" NE)
INV. OUT = 127.51 (12" S)

RELOCATE EXISTING UTILITIES

TB

D-33

D-34

12 L.F. OF
12" PVC @ 1.00%
13 L.F. OF
8" PVC @ 1.00%
D-35

D-41

D-38

D-42

D-39

35 L.F. OF
12" PVC @ 1.00%

55 L.F. OF

D-43

D-44

11 L.F. OF
8" PVC @ 1.00%

INSTALL 4" M.J.D.I. CAP EXISTING 4" G.V. & BOX
G.V. TO REMAIN ABANDON AND REMOVE
EXISTING BOX

INSTALL 2" TWA METER ASSEMBLY

INSTALL NEW FIRE HYDRANT ASSEMBLY

INSTALL 4" GATE VALVE
END OF TWA RESPONSIBILITY

INSTALL 4" TAPPING SLEEVE

3

INV. OUT = 127.02 (12" SE)
EXISTING TYPE 'V' INLET INV. IN = 127.00 (12" NW)

D-44

D-45

P
D-46

D-47

12" NYLOPLAST YARD DRAIN

12" NYLOPLAST YARD DRAIN

18" NYLOPLAST YARD DRAIN

12" NYLOPLAST YARD DRAIN

GRATE = 133.53
INV. = 131.84 (8" PVC SW)
INV. = 131.84 (8" PVC NW)

GRATE = 132.11
INV. = 131.00 (8" PVC NW)

GRATE = 133.62
INV. = 128.82 (12" PVC SW)
INV. = 130.93 (8" PVC SE)
INV. = 128.82 (12" PVC NE)

GRATE = 131.37
INV. = 130.00 (8" PVC NE)

77 L.F. OF
12" PVC @ 1.00%

7 L.F. OF
12" PVC @ 1.00%

D-36	48 L.F. OF
8" PVC @ 1.00%

8" PVC @ 1.00%

END OF TWA RESPONSIBILITY
2" CURB STOP

2" POLY TUBING

D-48

12" NYLOPLAST YARD DRAIN

GRATE = 131.00
INV. = 129.57 (8" PVC SW)
INV. = 129.57 (8" PVC NE)

D-30

50 L.F. OF
8" PVC @ 1.00%

D-32

13 L.F. OF
12" PVC @ 1.00%

2" BALL CORP. STOP
INSTALL DOUBLE STRAP TAPPING SADDLE

STRUCTURE NAME

STORM STRUCTURE TABLE TYPE

STRUCTURE DETAILS

D-29

13 L.F. OF
8" PVC @ 2.00%

D-31

8 L.F. OF
8" PVC @ 101.18%
WYE

D-37

10 L.F. OF
12" PVC @ 1.00%
INSTALL 4"
M.J.D.I. CAP

EXISTING 8" C-900 WATER MAIN

D-49

ROOFDRAIN CLEANOUT

GRATE = 132.38
INV. = 127.72 (12" PVC W)
INV. = 127.72 (8" PVC SW)
INV. = 127.72 (8" PVC N)
INV. = 127.72 (12" PVC SE)

OF
@ 1.00%

INV. IN = 127.38 (12" N)
INV. IN = 127.38 (8" NW)
INV. OUT = 127.39 (12" S)
27 L.F. OF
12" PVC @ 1.00%

RETAINING WALL

2 L.F. OF
12" PVC @ 0.95%
EXISTING TYPE 'V' INLET INV. IN = 127.00 (12" N)

45 BEND
INV. IN = 127.02 (12" NW)
INV. OUT = 127.01 (12" S)

EXISTING FIRE HYDRANT

3	NOTES:
MIN. 40' BETWEEN ALL FIRE DEPARTMENT CONNECTIONS AND BUILDINGS.
	ALL PROPOSED POLE (SIGN, TRAFFIC, LIGHT, POWER) SHALL MAINTAIN 10'
MINIMUM HORIZONTAL SEPARATION TO TWA MAINTAINED UTILITIES.
	ALL PROPOSED LANDSCAPING SHALL MAINTAIN 5' MINIMUM HORIZONTAL SEPARATION FROM THE ROOT BALL OF TREES TO TWA MAINTAINED UTILITIES.

UTILITIES LEGEND WM
FL

SD

PROPOSED WATER MAIN PROPOSED FIRE SERVICE LINE PROPOSED FIRE HYDRANT
FIRE DEPARTMENT CONNECTION RELOCATED LIGHTPOLE
EXISTING LIGHTPOLE TO REMAIN PROPOSED STORM PIPE PROPOSED STORM STRUCTURE

D-50

D-51

D-52

D-53

D-54

ROOFDRAIN CLEANOUT

ROOFDRAIN CLEANOUT w/ TRAFFIC BEARING LID

ROOFDRAIN CLEANOUT w/ TRAFFIC BEARING LID

12" NYLOPLAST YARD DRAIN

ROOFDRAIN CLEANOUT

GRATE = 131.19
INV. = 127.46 (12" PVC NW)
INV. = 127.46 (12" PVC S)

GRATE = 130.97
INV. = 127.30 (12" PVC N)
INV. = 127.30 (12" PVC SW)

GRATE = 131.04
INV. = 127.08 (12" PVC NE)
INV. = 127.08 (12" PVC S)

GRATE = 128.85
INV. = 127.74 (8" PVC S)

GRATE = 133.49
INV. = 127.88 (12" PVC SW)
INV. = 127.88 (12" PVC E)

12/7/2022
AS SHOWN 1075.000
RAP
RAP SNB

5.02

CDP 04-0045 PD04-00007
SDP22-0167

TERRACES AT REUNION RESORT & CLUB
OSCEOLA COUNTY, FLORIDA
PREPARED FOR: 7500 MOURNING DOVE REUNION LLC

CONSTRUCTION DETAILS

OPAQUE SCREENING OR BLOCK WALL REQUIRED
EXPANSION JOINT (TYP.)

12.0'
4.0'

4.0'

1'	1'

PLAN

1.0'

6.5'R GATE SWING

12.0'

SIDEWALK DETAIL
NTS

CONCRETE SIDEWALK
USE 3000 PSI CONCRETE WITHOUT REINFORCEMENT PROVIDE 3/4" SAWCUTS AT 5' CENTERS, TYPICAL (NO FIBERMESH)

HINGE TO BE BOLTED TO SCREENING OR
LAGGED INTO CONCRETE BLOCK WALL AND HAVE 180° SWING RANGE (TYPICAL)
STEEL ROD DOOR STOP (TYPICAL 2 PLACES)

1.0'

12.0'

6.0'

2.0'

1.0'

6.0'
4.0'

BOLLARD

4,000 PSI CONCRETE
12' x 12' x 2" SAW CUTS MAX.

ELEVATION

6"Ø STEEL BOLLARD CONCRETE FILLED
4" CASTER WHEEL
REQUIRED ON 11.5' DOORS
(TYPICAL 2 PLACES)

3" (TYP) ALL SIDES

3"

DUMPSTER ENCLOSURE
NOT TO SCALE
DUMPSTER PAD NOTES:
FOR MULTIPLE DUMPSTERS ON A SINGLE PAD, SCREENING SHALL REQUIRED AROUND THE
PERIMETER OF THE PAD.

6" THICK AROUND
DUMPSTER ENCLOSURE

#3 REBAR, 12" O.C.E.W.

12/7/2022
AS SHOWN 1075.000
RAP
RAP SNB

6.00

XABIER J. GUERRICAGOITIA, P.E.

6816 Hanging Moss Road Orlando, Florida 32807
Office: (407)494-2693
Certificate of Auth. 29791

DUMPSTER PADS WITH MULTIPLE DUMPSTER WILL BE APPROVED ON A CASE BY CASE BASIS.

CONCRETE PAVEMENT SECTION
NTS

CDP 04-0045 PD04-00007
SDP22-0167

12/7/2022
AS SHOWN 1075.000
RAP
RAP SNB

6.10

RISER 3'-4' ABOVE GRADE
WITH PLUG
GRADE

6" PERMANENT
REMOVABLE PLUG

BUILDING POC

WYE
LOCATOR BALL (TYP)

6"-45° BEND OR ANGLE BEND AS NEEDED TO MAKE THE
CONNECTION TO MAIN LINE

TO GRAVITY SEWER

24"x6" ROUND
CONCRETE PAD W/ #4 REBAR OR FIBER
REINFORCED CONCRETE EACH SIDE

UN-DEVELOPED LOT
CUT & INSTALL APPROVED CLEAN-OUT HUB & PLUG CAP AS SHOWN IN THIS DETAIL FOR BUILD OUT.

PROVIDE CAST IRON USF HAND HOLE IN PAVED AREAS. RECESSED NUT FLUSH W/ TOP OF PAD IN UNPAVED AREAS.
FINISHED GRADE

RISER AS REQ'D (NO COUPLINGS ALLOWED)

CLEANOUT

6" PERMANENT
REMOVABLE PLUG

BUILDING POC

WYE
LOCATOR BALL (TYP)

LOCATOR BALL
DO NOT EXCEED 4' IN DEPTH

6"-45° BEND OR ANGLE BEND
AS NEEDED TO MAKE THE
CONNECTION TO MAIN LINE

TO GRAVITY SEWER

NOTE:

LOT BUILD OUT

THE SITE DEVELOPER SHALL LEAVE THE CLEANOUT RISER 3'-4' ABOVE GRADE AND IT SHALL REMAIN
SO UNTIL LOT BUILD OUT. THE RISER SHALL THEN BE CUT AND A CLEAN-OUT HUB AND PLUG INSTALLED AT FINISHED GRADE WITH A CONCRETE PAD.
ALL CLEANOUTS AND CONCRETE PADS TO BE FLUSH WITH FINISH GRADE.
UTILITY CONTRACTOR TO INSTALL & PRESSURE TEST WYE AND INSTALL CLEANOUT RISER. INSTALL CLEANOUT AND CONCRETE PAD AT LOT BUILDOUT.
ETCH CURB WITH 3 INCH "S" WHERE LATERAL CROSSES UNDER CURB.
ALL LATERALS SHALL HAVE 6" CLEANOUTS.
MAINTAIN A MINIMUM OF 3' CLEARANCE FREE OF ALL PLANTINGS & STRUCTURES AROUND CLEANOUT.
CLEANOUT CAPS SHALL BE SLOTTED OR HAVE A RECESSED NUT.
CONNECTIONS TO THE CLEAN-OUTS RISER PIPE SHALL NOT BE PERMITTED.
ANY PIPING USED TO CONNECT BUILDING SHALL NOT GO VERTICAL WITHIN (36") INCHES OF TWA VERTICAL PIPE TO CLEAN-OUT HUB & PLUG.
LOCATOR BALLS DO NOT EXCEED 4' IN DEPTH.

VARIES

VARIES

PROTECTIVE CONCRETE
PAD (SEE BELOW)

6" CLEANOUT

REMOVABLE 6" PLUG
POINT OF CONNECTION FOR BUILDING SERVICE

6" CLEANOUT

SEWER MAIN (SIZE VARIES)

LOCATOR BALL (TYP)

6" REMOVABLE PERMANENT PLUG

REMOVABLE
PLUG

LOT
LINE

6"x6"x6" WYE

6"x6"x6"x6" WYE

6" CLEANOUT

REMOVABLE 6" PLUG
POINT OF CONNECTION FOR BUILDING SERVICE

6" CLEANOUT
(SEE DETAIL TWA-06)

24" x 6" ROUND
CONCRETE COLLAR W/#4 REBAR OR FIBER REINFORCED CONCRETE EACH SIDE (TYP)

6" CLEANOUT
(SEE DETAIL TWA-06)

CLEANOUT VERTICAL
STAND PIPE

SLOPE TO TERMINAL
DEPTH AT 1.0% MIN. (TYP.)

6" REMOVABLE PERMANENT PLUG POINT OF CONNECTION FOR BUILDING SERVICE

6"x6"x6" SERVICE WYE

6"-45° BEND OR ANGLE BEND AS NEEDED TO MAKE THE
CONNECTION TO MAIN LINE

6"x6"x6" SERVICE WYE (TYP. EACH SIDE)
6"-45° BEND OR ANGLE BEND AS NEEDED TO MAKE THE
CONNECTION TO MAIN LINE

ROTATE 30°±
(TYP)

SEWER MAIN
DOUBLE LATERAL

6"x6"x6"x6" WYE

 NOTES: 

SINGLE
LATERAL

LOCATE SINGLE LATERAL WITHIN 24" OF LOT LINE.
SERVICE LATERALS SHALL BE 6" MINIMUM DIAMETER.
BENDS SHALL BE 45° MAXIMUM.
RECONNECT ANY EXISTING SERVICES.
LENGTH OF SERVICE LATERALS SHALL BE 100' OR LESS.
SERVICE WYE, AT CLEANOUT, SHALL HAVE A MINIMUM OF 24" AND A MAXIMUM OF 48" COVER AT R/W TIE-IN.
ETCH CURB WHERE LATERAL CROSSES BENEATH CURB WITH "S".
90° CONNECTIONS ARE NOT ALLOWED.
SERVICE LATERAL, WYE & CLEANOUT RISER WITH CAP TO BE INSTALLED BY LICENSED UTILITY CONTRACTOR. CLEANOUTS TO BE INSTALLED BY PLUMBER AT FINISHED GRADE.
ALL COMMERCIAL AND RESIDENTIAL LATERALS SHALL HAVE 6" CLEANOUTS.
THE SITE DEVELOPER SHALL LEAVE THE CLEANOUT RISER 3'-4' ABOVE GRADE AND IT SHALL REMAIN
SO UNTIL LOT BUILD OUT. THE RISER SHALL THEN BE CUT WITH CLEAN-OUT HUB AND PLUG INSTALLED AT FINISHED GRADE WITH A CONCRETE PAD, PER TWA-06 DETAIL.
CLEAN-OUTS SHALL NOT BE PLACED WITHIN A PUBLIC ROW OR PUBLIC SIDEWALK.
ANY PIPING USED TO CONNECT BUILDING SHALL NOT GO VERTICAL WITHIN (36") INCHES OF TWA VERTICAL PIPE TO CLEAN-OUT HUB & PLUG.
CLEANOUTS SHALL NOT BE PLACED IN SIDEWALKS.
CLEANOUT DENOTES THE END OF TWA MAINTENANCE RESPONSIBILITY.
LOCATOR BALLS ARE REQUIRED AT ALL FITTINGS. DO NOT EXCEED 4' IN DEPTH.
CONNECTIONS TO THE CLEAN-OUTS VERTICAL STAND PIPE SHALL NOT BE PERMITTED.

2" BALL CORP. STOP
2" POLYETHYLENE TUBING
2" CURB STOP

7'X3'X2' ORANGE
SILT FENCE BARRIER

3'-0"

2"x1"x1"
TEE

12"

12"  2'-6"

2" BALL
CORP. STOP

LOT LINE
3'-6"'X3'X2' ORANGE SILT FENCE BARRIER

LOT LINE

 SINGLE SERVICE 

1" PE
TUBING

18"

2" CURB STOP (TYP)

FROM
WATER SOURCE

#57 STONE
FILTER FABRIC SEE NOTE #7
METER & METER BOX PLACEMENT NOTES

METER

BACKFLOW PREVENTER

2" PE
TUBING
 DOUBLE SERVICE 
BALL CORP. STOP (INSTALL "OPEN")
 TO METER BOX ASSEMBLY

 METER BOX PLACEMENT	
NOTES:
METERS INSTALLED BY TOHO WATER AUTHORITY
METER BOX AND BACKFLOW PREVENTER INSTALLED BY CONTRACTOR
 SERVICE NOTES: 
1. ALL FITTINGS AND STOPS SHALL BE BRASS PACK JOINT TYPE w/CLAMP SCREW RETAINERS.

DR9 PE 3608/4710
TUBING
30°-45°

DOUBLE STRAP SADDLE (TYP)
REUSE WATER MAIN

SERVICE SHALL NOT TERMINATE BENEATH PAVEMENT, CURBS, SIDEWALKS OR OTHER STRUCTURES.
	CURB STOPS SHALL BE LOCKING TYPE, STRAIGHT BALL VALVE WITH OUTLET SIZE AND THREADS TO MATCH INTENDED METER.
METER COUPLINGS SHALL NOT BE USED.
	TAPS SHALL BE A MINIMUM 18" FROM JOINTS, SUCCESSIVE TAPS INTO THE WATER MAIN SHOULD BE SPACED A MINIMUM 18".
THE SERVICE LINE SHALL BE CONTINUOUS FROM CORPORATION STOP TO CURB STOP OR TEE BRANCH WITH NO FITTINGS IN BETWEEN.
	TRACER WIRE SHOULD BE RUN WITH ALL SERVICES A MINIMUM OF 1' BEYOND THE CURB STOP AND TIED INTO THE TRACER WIRE THAT RUNS WITH THE MAIN.
NO FITTINGS SHALL BE INSTALLED UNDER AN IMPERVIOUS SURFACE.
SERVICE TUBING SHALL BE POLYETHYLENE DR9, 200 PSI. BLUE FOR POTABLE, PURPLE FOR REUSE.
ETCH A 3 INCH "W" IN THE CURB. "R" FOR REUSE.
	THIS DETAIL IS INTENDED FOR SINGLE OR DOUBLE SERVICE CONNECTIONS. SEE DETAIL TWA-03 "MULTIPLE WATER SERVICE CONNECTION" FOR GROUPS OF 3 TO 10 SERVICE CONNECTIONS.
 METER & METER BOX PLACEMENT NOTES:	
APPROVED BACKFLOW PREVENTION IS REQUIRED ON ALL SERVICES.
	BACKFLOW PREVENTERS SHALL BE INSTALLED MINIMUM OF 12" ABOVE FLOOD PLAIN ("DCV" OR RPZ"). "PVB" MUST BE INSTALLED A MINIMUM OF 12" ABOVE THE HIGHEST OUTLET.
	THE BUILDER SHALL MAKE FINAL HORIZONTAL AND VERTICAL ADJUSTMENTS TO METER ASSEMBLY AND METER BOX. THE METER ASSEMBLY SHALL BE ADJUSTED TO APPROXIMATELY 7" BELOW FINISH GRADE. THE METER BOX SHALL BE CENTERED OVER METER ASSEMBLY, AS SHOWN ABOVE.
SINGLE SERVICE METER BOX SHALL BE UNIFORMLY PERPENDICULAR TO THE CURB OR SIDEWALK. DOUBLE SERVICE METER BOXES SHALL BE UNIFORMLY PARALLEL TO THE CURB OR SIDEWALK PER DETAIL TWA-29. TOP OF METER BOX TO BE ADJUSTED FLUSH WITH FINISH GRADE
MAINTAIN A MINIMUM OF 3' CLEARANCE FREE OF ALL PLANTINGS & STRUCTURES AROUND METER BOX.
METER BOX LIDS SHALL BE SOLID PLASTIC W/NO METAL. BLACK FOR WATER, PURPLE FOR REUSE.
PLACE FILTER FABRIC UNDER METER BOX EXTENDING 1' BEYOND ALL DIRECTIONS. BELOW METER BOX PROVIDE #57 STONE A MIN. 6" DEEP EXTENDING BEYOND THE METER BOX 1' IN ALL DIRECTIONS.
INSTALL CURB STOP WITH OPERATING NUT FACING UP.
METER BOXES ARE TO BE SET AT SOD GRADE.

1 JOINT

SEE DETAIL
TWA-20

1 JOINT

1 JOINT

SEE DETAIL
TWA-20

1 JOINT

BENDS

CROSS

1 JOINT

1 JOINT

SEE DETAIL
TWA-20

PLUGGED END

SEE DETAIL
TWA-20

SEE DETAIL
TWA-20

TEE

TEE AND VALVE

1 JOINT

1 JOINT

VALVE (MJ)

SEE DETAIL
TWA-20

PLUGGED END

IN-LINE VALVE

DEAD END
WITH OR WITHOUT BLOW-OFF

NOTES: 

MECHANICAL PIPE RESTRAINING SYSTEMS SHALL BE PROVIDED AS
STANDARD. THRUST BLOCKING IS NOT SUITABLE EXCEPT AS SPECIFICALLY ALLOWED. WHERE PVCP IS USED PROVIDE PVC/MJ RESTRAINER UNIFLANGE SERIES 1300;
EBAA IRON OR EQUAL.
ALL MECHANICAL JOINTS AT FITTINGS AND VALVES SHALL BE RESTRAINED.
RESTRAIN THROUGH VALVES.

24" x 6" ROUND CONCRETE
COLLAR w/4-#4 REBAR (REFER TO "TYPICAL CONDITION" BELOW)

6" GV (MJ)

ANCHORING COUPLING
24"x24"x6" CONCRETE SHEAR PAD w/4-#4
REBAR EA. WAY
OR FIBER REINFORCED

ANCHORING ELBOW

M.J. TEE
WATER MAIN

PUMPER NOZZLE
FACING PAVEMENT

LIMITED RIGHT-OF-WAY CONDITION

24"x6" ROUND
CONCRETE COLLAR W/4-#4 BARS
OR FIBER REINFORCED

AS REQ'D.
PUMPER NOZZLE
FACING PAVEMENT

24"x24"x6" CONCRETE
SHEAR PAD w/4-#4 REBAR EA. WAY
OR FIBER REINFORCED

18" MIN.	6"
24" MAX.

8"

MJ HYDRANT
ANCHORING TEE

BACKFILL SHALL
BE COMPACTED
ALIGNMENT RING
12" MIN.

6" MIN. NO 57
CRUSHED STONE

RESILIENT WEDGE
GATE VALVE AND
BOX (SEE DETAIL TWA-17)

ANCHORING PIPE (MJ)

TYPICAL CONDITION
 NOTES: 
FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE OR WITH A PERMANENTLY PLUGGED WEEP HOLE.
CLEARANCE BETWEEN BOTTOM OF BOLTS AND FINISH GRADE SHALL BE 6" MINIMUM.
VALVE SHALL BE INSTALLED PER THE VALVE AND BOX DETAIL (TWA-17).
PLANTING CLEAR AREA PER APPLICABLE FIRE CODE.
IF HYDRANT IS PLACED MORE THAN 20' FROM THE MAIN, AN ADDITIONAL VALVE SHALL BE REQUIRED IMMEDIATELY UPSTREAM OF THE HYDRANT ASSEMBLY.

3" DIA.

3" DIA. CAST BRONZE DISC.
ANCHOR INTEGRALLY CAST OR USE 2 PART EPOXY TO ANCHOR

TWA
WATER 24" RWGV L-90
XXX

TOHO WATER AUTHORITY
SERVICE TYPE VALVE SIZE VALVE TYPE
DIRECTION & # OF TURNS TO OPEN VALVE I.D. NUMBER (IF APPLICABLE)

3" DIA. BRONZE DISC DETAILS

LOCATOR WIRE ACCESS
(SEE NOTE 3)

24"x6" ROUND
REINFORCED CONCRETE PAD. (USE IN NON-PAVED AREAS)

CAST IRON LID.

3" DIA. CAST
BRONZE DISC (SEE DETAIL)
FINISH GRADE
#4 REBAR, EACH SIDE

4"x4"x18" CONCRETE
(USE IN PAVED AREAS)

3" DIA. CAST
BRONZE DISC (SEE DETAIL)

FINISH GRADE

4" CORE x 6" DEEP
W/2500 PSI CONCRETE.

LOCATOR WIRE
(SEE NOTE 3)

ADJUSTABLE CAST
IRON VALVE BOX (TYP)

ALIGNMENT
RING

TOP OF NUT

VALVE AS SPECIFIED
(RESILIENT WEDGE MJ GATE VALVE SHOWN)

VALVE AS SPECIFIED
(GEAR OPERATED SHOWN)

WATER MAIN

No. 57
CRUSHED STONE

6"

FILTER FABRIC OVER STONE

6"
MIN

FILTER FABRIC OVER STONE
No. 57 CRUSHED STONE

  VALVE BOX IN UNPAVED AREA 

  VALVE BOX IN PAVED AREA	

NOTES:
CRUSHED STONE BEDDING 6" MINIMUM BELOW VALVE TO BE COVERED WITH FILTER FABRIC.
LOCATOR WIRE ACCESS - IN UNPAVED AREA USE 2" SCH80 PVC, FEMALE ADAPTOR COUPLING AND
2" BRASS PLUG w/RECESSED NUT. TERMINATE INSULATED, SOLID 14 GA. COPPER WIRES AT TOP w/12" OF EXTRA WIRE.
IN PAVED AREA, TERMINATE SOLID 14 GA. COPPER WIRES INSIDE OF TOP PORTION OF VALVE BOX w/12" OF EXTRA WIRE.
MAINTAIN A MINIMUM OF 3' CLEARANCE FREE OF ALL PLANTINGS & STRUCTURES AROUND VALVE BOX.
PRIVATELY MAINTAINED WATER SYSTEMS SHALL HAVE "PRIVATE" STAMPED ON BRONZE ID DISC.
	FIRE LINE VALVES SHALL HAVE "FIRE LINE VALVE" STAMPED ON BRONZE DISC AND VALVE BOX COVER SHALL BE PAINTED RED.
OPERATING NUT TO BE BOLTED. SHEER PINS NOT ALLOWED.
PVC PIPE OR DUCTILE IRON PIPE EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. .
SCREW TYPE ADJUSTABLE VALVE BOX ONLY.

6816 Hanging Moss Road Orlando, Florida 32807
Office: (407)494-2693
Certificate of Auth. 29791

HORIZONTAL & VERTICAL SEPARATION FROM OTHER UTILITIES	

OTHER PIPE	
	GRAVITY OR PRESSURE SANITARY SEWER
SANITARY SEWER FORCE MAIN	

STORM SEWER,

STORMWATER FORCE MAIN,	
ON-SITE SEWAGE
TREATMENT
&
DISPOSAL	
	(c) RECLAIMED WATER (4)	(c) RECLAIMED WATER (2)	SYSTEM	

WATER MAIN	

WATER MAIN		

HORIZONTAL	
10' PREFERRED			
SEPARATION	6' MINIMUM (3)	3' MIN	10' MIN.	
	
OTHER PIPE	
OTHER PIPE		

WATER MAIN	

WATER MAIN			

CROSSINGS (1)	12" IS THE MINIMUM EXCEPT FOR GRAVITY SEWER, THEN
6" IS THE MINIMUM AND
12" IS PREFERRED.	12" IS THE MINIMUM EXCEPT FOR STORM SEWER, THEN
6" IS THE MINIMUM AND
12" IS PREFERRED.			
	OTHER PIPE	OTHER PIPE			

JOINT SPACING AT CROSSINGS
(FULL JOINT CENTERED)	
ALTERNATE 6 FT MINIMUM

WATER MAIN	
ALTERNATE 3 FT MINIMUM

WATER MAIN		

XABIER J. GUERRICAGOITIA, P.E.

XJG

WATER MAIN SHOULD CROSS ABOVE OTHER PIPE. WHEN WATER MAIN MUST BE BELOW OTHER PIPE, THE MINIMUM SEPARATION IS 12 INCHES.

3	12-07-22 PER TWA COMMENTS

RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.
3 FT FOR GRAVITY SANITARY SEWER WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST 6 INCHES ABOVE THE TOP OF THE GRAVITY SANITARY SEWER.
RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.

3

TERRACES AT REUNION RESORT & CLUB
OSCEOLA COUNTY, FLORIDA
PREPARED FOR: 7500 MOURNING DOVE REUNION LLC

USE THIS THRUST RESTRAINT TABLE FOR THESE TRENCH CONDITIONS:
-- MIN. 50% SOIL RETAINED ON No. 200 SIEVE.
-- MIN. 95% COMPACTION, AASHTO T-180.
-- MIN. 3' OF COVER.

TWA DETAILS

NUMBER OF FULL LENGTH RESTRAINED PIPE SECTIONS REQUIRED AT ALL FITTINGS AND VALVE JOINTS

SIZE IN.	BENDS		
	90°	45°	22-1/2°	11-1/4°	VERTICAL BENDS	DEAD END	CROSS OR VALVE	TEE	
								RUN	BRANCH	
	100
psi	150
psi	100
psi	150
psi	100
psi	150
psi	100
psi	150
psi	100
psi	150
psi	100
psi	150
psi	100
psi	150
psi	100
psi	150
psi	100
psi	150
psi	
4	1	1	1	1	1	1	1	1	1	1	2	2	1	1	1	1	2	2	
6	1	2	1	1	1	1	1	1	1	2	2	3	1	1	1	1	2	2	
8	1	2	1	1	1	1	1	1	2	2	2	4	1	1	1	1	2	2	
10	2	2	1	1	1	1	1	1	2	2	3	4	1	1	1	1	2	2	
12	2	2	1	1	1	1	1	1	2	3	3	5	1	1	1	1	2	2	
14	2	3	1	1	1	1	1	1	2	3	4	6	1	1	1	1	2	2	
16	2	3	1	1	1	1	1	1	2	3	4	6	1	1	1	2	2	3	
18	2	3	1	2	1	1	1	1	3	4	5	7	1	1	1	2	2	3	
20	2	3	1	2	1	1	1	1	3	4	5	8	1	1	1	2	2	4	
24	3	4	1	2	1	1	1	1	3	4	6	9	1	1	1	3	2	5	
30	3	4	2	2	1	1	1	1	4	5	7	10	1	1	2	4	3	7	

WHERE CONDITIONS VARY FROM THOSE STATED ABOVE, HAVE A FLORIDA REGISTERED PROFESSIONAL ENGINEER DETERMINE THE REQUIRED RESTRAINED LENGTH OF PIPING.

WATER MAIN AND REUSE MAIN TEST PRESSURE 150 psi MINIMUM
SANITARY FORCE MAIN PRESSURE PIPE 100 psi MINIMUM.
RESTRAIN THROUGH VALVING.
ALL FITTINGS AND VALVES SHALL BE RESTRAINED AT LEAST ONE (1) FULL LENGTH OF PIPE IN ALL DIRECTIONS.
PRESSURE CONNECTIONS SHALL BE TREATED AS A TEE.

NOTE: THIS TABLE INCLUDES A 1.5 SAFETY FACTOR ABOVE THE LISTED TEST PRESSURES.

CDP 04-0045 PD04-00007
SDP22-0167

12/7/2022
AS SHOWN 1075.000
RAP
RAP SNB

6.11

METER

TEST COCK
THREADED NIPPLE

RPZ BACKFLOW PREVENTER
2" BALL VALVE
2" UNION

90° BEND

0-100 PSI PRESS. GA.
w/VALVE 2 (TYP)

FINAL GRADE

12" MIN.
16" MAX.

2"x1" TEE w/1"
VALVE FOR TEST AND DISINFECTION CONNECTION

2" CORPORATION
STOP (TYP.)

2" PIPE

2" BALL CORP STOP

EXISTING MAIN

NEW MAIN

12" MIN.

2" SERVICE SADDLE (TYP)

TIE IN VALVE SHALL BE CLOSED AND
LOCKED. TOHO WATER AUTHORITY TO BE PROVIDED LOCKING MECHANISM. VALVE SHALL BE OPERATED BY TOHO WATER AUTHORITY PERSONNEL ONLY.

NOTES

PROVIDE TEMPORARY PIPE SUPPORTS AS REQUIRED
DO NOT USE GALVANIZED PIPE OR ACCESSORIES

TERRACES AT REUNION RESORT & CLUB
OSCEOLA COUNTY, FLORIDA
PREPARED FOR: 7500 MOURNING DOVE REUNION LLC

XABIER J. GUERRICAGOITIA, P.E.

TWA DETAILS

3	12-07-22 PER TWA COMMENTS

XJG

6816 Hanging Moss Road Orlando, Florida 32807
Office: (407)494-2693
Certificate of Auth. 29791

3

CDP 04-0045 PD04-00007
SDP22-0167

!!"#$%& 7

!!"#$%& "

!!"#$%& I

This item will be provided under
separate cover

!!"#$%& II

This item will be provided under
separate cover

!!"#$%& """

This item will be provided under
separate cover

!!"#$%& "#

This item will be provided under
separate cover